1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 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- -32.81 (meters) GEOID99 EZ6485 EZ6485 HORZ ORDER - SECOND EZ6485 EZ6485.The North Carolina/South 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HARNS have been completed but, EZ6485.due to contractual restrictions, coordinates for these stations EZ6485.will NOT be published in the near future.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 and South 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), or Lewis EZ6485.Lapine(803-896-7700). EZ6485. EZ6485.In addition, the published North and South 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 or South 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 GEOID99. EZ6485 EZ6485; North East Units Scale Converg. EZ6485;SPC NC - 222,696.864 639,228.894 MT 0.99991139 +0 11 20.7 EZ6485;UTM 17 - 3,959,503.359 710,443.464 MT 1.00014575 +1 21 38.3 EZ6485 EZ6485 SUPERSEDED SURVEY CONTROL EZ6485 EZ6485.No superseded survey control is available for this station.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_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 - April 08, 2003 EZ6485 EZ6485 HISTORY - Date Condition Report By EZ6485 HISTORY - 1973 MONUMENTED NCDOT EZ6485 HISTORY - 19881104 GOOD NCGS EZ6485 HISTORY - 20030408 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. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 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- -32.81 (meters) GEOID99 EZ6486 EZ6486 HORZ ORDER - SECOND EZ6486 EZ6486.The North Carolina/South 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 and South 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), or Lewis EZ6486.Lapine(803-896-7700). EZ6486. EZ6486.In addition, the published North and South 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 or South 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 GEOID99. EZ6486 EZ6486; North East Units Scale Converg. EZ6486;SPC NC - 222,719.398 639,200.629 MT 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: 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_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 - April 08, 2003 EZ6486 EZ6486 HISTORY - Date Condition Report By EZ6486 HISTORY - 1988 MONUMENTED NCGS EZ6486 HISTORY - 20030408 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. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 EZ5295 *********************************************************************** EZ5295 DESIGNATION - CLUB NCGS 1965 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) GEOID99 EZ5295 EZ5295 HORZ ORDER - SECOND EZ5295 EZ5295.The North Carolina/South 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 and South 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), or Lewis EZ5295.Lapine(803-896-7700). EZ5295. EZ5295.In addition, the published North and South 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 or South 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 GEOID99. EZ5295 EZ5295; North East Units Scale Converg. EZ5295;SPC NC - 220,453.073 640,070.961 MT 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 SUPERSEDED SURVEY CONTROL EZ5295 EZ5295 NAD 27 - 35 44 12.01188(N) 078 39 48.31439(W) AD( ) 2 EZ5295 NGVD 29 - 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_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 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. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 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) GEOID99 EZ5301 EZ5301 HORZ ORDER - SECOND EZ5301 EZ5301.The North Carolina/South 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 and South 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), or Lewis EZ5301.Lapine(803-896-7700). EZ5301. EZ5301.In addition, the published North and South 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 or South 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 GEOID99. EZ5301 EZ5301; North East Units Scale Converg. EZ5301;SPC NC - 221,100.476 638,013.795 MT 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: 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 - 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_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 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. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 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- -32.68 (meters) GEOID99 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/South 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 and South 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), or Lewis EZ3268.Lapine(803-896-7700). EZ3268. EZ3268.In addition, the published North and South 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 or South 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 GEOID99. 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 Converg. EZ3268;SPC NC - 222,085.561 636,096.327 MT 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: 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 NGVD 29 - 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_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 - April 08, 2003 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 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. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 EZ3269 *********************************************************************** EZ3269 DESIGNATION - OLDTRYON EZ3269 PID - EZ3269 EZ3269 STATE/COUNTY- NC/WAKE EZ3269 USGS QUAD - 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- -32.68 (meters) GEOID99 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/South 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 and South 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), or Lewis EZ3269.Lapine(803-896-7700). EZ3269. EZ3269.In addition, the published North and South 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 or South 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 GEOID99. 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 Converg. EZ3269;SPC NC - 221,905.596 636,014.148 MT 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 SUPERSEDED SURVEY CONTROL EZ3269 EZ3269 NGVD 29 - 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_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 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 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 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) GEOID99 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/South 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 and South 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), or Lewis EZ3296.Lapine(803-896-7700). EZ3296. EZ3296.In addition, the published North and South 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 or South 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 GEOID99. 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 Converg. EZ3296;SPC NC - 222,174.499 637,572.687 MT 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: 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 NGVD 29 - 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_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 - April 08, 2003 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 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. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 EZ5309 *********************************************************************** EZ5309 DESIGNATION - TRYON NCGS 1965 EZ5309 PID - EZ5309 EZ5309 STATE/COUNTY- NC/WAKE EZ5309 USGS QUAD - LAKE WHEELER (1993) EZ5309 EZ5309 *CURRENT SURVEY CONTROL EZ5309 ___________________________________________________________________ EZ5309* NAD 83(1986)- 35 44 24.19178(N) 078 40 08.07732(W) ADJUSTED EZ5309* NAVD 88 - 114.5 (meters) 376. (feet) VERTCON EZ5309 ___________________________________________________________________ EZ5309 LAPLACE CORR- -7.08 (seconds) DEFLEC99 EZ5309 GEOID HEIGHT- -32.87 (meters) GEOID99 EZ5309 EZ5309 HORZ ORDER - SECOND EZ5309 EZ5309.The North Carolina/South Carolina HARNS have been completed but, EZ5309.due to contractual restrictions, coordinates for these stations EZ5309.will NOT be published in the near future. In the interim, the EZ5309.published coordinates in North and South Carolina will not be EZ5309.consistent with the Continuously Operating Reference Stations EZ5309.(CORS). The HARN coordinates for these stations are available EZ5309.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ5309.Lapine(803-896-7700). EZ5309. EZ5309.In addition, the published North and South Carolina positions EZ5309.(NAD 83 (1986)) are NOT consistent with those determined in EZ5309.adjacent state readjustments. The discontinuity between stations EZ5309.located in North or South Carolina and those in adjacent states EZ5309.which have been adjusted to the HARN may be as much as 5 EZ5309.decimeters. This will result in a significant loss of accuracy EZ5309.over lines crossing such state borders. EZ5309 EZ5309 EZ5309.The horizontal coordinates were established by classical geodetic methods EZ5309.and adjusted by the National Geodetic Survey in July 1986. EZ5309 EZ5309.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5309 EZ5309.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5309 EZ5309.The geoid height was determined by GEOID99. EZ5309 EZ5309; North East Units Scale Converg. EZ5309;SPC NC - 220,809.825 639,548.356 MT 0.99990882 +0 11 27.9 EZ5309;UTM 17 - 3,957,622.799 710,801.519 MT 1.00014761 +1 21 43.6 EZ5309 EZ5309: Primary Azimuth Mark Grid Az EZ5309:SPC NC - DIXON 283 53 17.0 EZ5309:UTM 17 - DIXON 282 43 01.3 EZ5309 EZ5309|---------------------------------------------------------------------| EZ5309| PID Reference Object Distance Geod. Az | EZ5309| dddmmss.s | EZ5309| EZ5297 DIXON APPROX. 1.2 KM 2840444.9 | EZ5309|---------------------------------------------------------------------| EZ5309 EZ5309 SUPERSEDED SURVEY CONTROL EZ5309 EZ5309 NAD 27 - 35 44 23.64551(N) 078 40 09.06577(W) AD( ) 2 EZ5309 NGVD 29 - 114.8 (m) 377. (f) VERT ANG EZ5309 EZ5309.Superseded values are not recommended for survey control. EZ5309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5309.See file dsdata.txt to determine how the superseded data were derived. EZ5309 EZ5309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1080257623(NAD 83) EZ5309_MARKER: DE = TRAVERSE STATION DISK EZ5309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5309+STABILITY: SURFACE MOTION EZ5309 EZ5309 HISTORY - Date Condition Report By EZ5309 HISTORY - 1965 MONUMENTED NCGS EZ5309 HISTORY - 20030408 MARK NOT FOUND USPSQD EZ5309 EZ5309 STATION DESCRIPTION EZ5309 EZ5309'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5309'TRYON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5309'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5309' EZ5309'TRYON IS 3.2 MILES SW OF RALEIGH. LOCATED 0.4 MILES NW ALONG EZ5309'SR 1370 FROM BRIDGE OVER THE NORFOLK SOUTHERN RR. 0.7 MILES E EZ5309'OF INTERSECTION OF SR 1370 AND SR 1371. ON THE S SHOULDER OF EZ5309'SR 1370 AT THE T INTERSECTION OF SR 1370 AND CREST LINE AVE.. AND EZ5309'APPROXIMATELY 0.3 MILES W OF THE RALEIGH GOLF ASSN. CLUB HOUSE. EZ5309' EZ5309'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5309'TRYON 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5309'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ5309' EZ5309'MARK IS EZ5309' EZ5309'13.0 FT S OF C/L OF SR 1370 EZ5309' EZ5309'47.5 FT SW OF C/L OF CREST LINE AVE. EZ5309' EZ5309'51.2 FT SE OF 12 INCH PECAN TREE WITH ALUMINUM REF. TAG EZ5309' EZ5309'40.2 FT S OF PP WITH ALUMINUM REF. TAG EZ5309' EZ5309'13.1 FT W OF 30 INCH OAK TREE WITH ALUMINUM REF. TAG EZ5309' EZ5309'39.1 FT SW OF 4X4 STOP SIGN WITH ALUMINUM REF. TAG EZ5309' EZ5309'9.0 FT N OF SMALL WIRE FENCE LINE EZ5309' EZ5309'37.7 FT SW OF CENTER OF MANHOLE COVER EZ5309' EZ5309'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5309 EZ5309 STATION RECOVERY (2003) EZ5309 EZ5309'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ5309'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 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- -32.78 (meters) GEOID99 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/South 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 and South 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), or Lewis EZ3287.Lapine(803-896-7700). EZ3287. EZ3287.In addition, the published North and South 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 or South 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 GEOID99. 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 Converg. EZ3287;SPC NC - 222,474.127 638,521.688 MT 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 SUPERSEDED SURVEY CONTROL EZ3287 EZ3287.No superseded survey control is available for this station. EZ3287 EZ3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0974159266(NAD 83) EZ3287_MARKER: DB = BENCH MARK DISK EZ3287_SETTING: 31 = 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 - April 08, 2003 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 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. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 EZ3289 *********************************************************************** EZ3289 DESIGNATION - WAK 89 EZ3289 PID - EZ3289 EZ3289 STATE/COUNTY- NC/WAKE EZ3289 USGS QUAD - LAKE WHEELER (1993) EZ3289 EZ3289 *CURRENT SURVEY CONTROL EZ3289 ___________________________________________________________________ EZ3289* NAD 83(1986)- 35 44 59. (N) 078 42 51. (W) SCALED EZ3289* NAVD 88 - 144.904 (meters) 475.41 (feet) ADJUSTED EZ3289 ___________________________________________________________________ EZ3289 GEOID HEIGHT- -32.66 (meters) GEOID99 EZ3289 DYNAMIC HT - 144.778 (meters) 474.99 (feet) COMP EZ3289 MODELED GRAV- 979,761.7 (mgal) NAVD 88 EZ3289 EZ3289 VERT ORDER - FIRST CLASS II EZ3289 EZ3289.The horizontal coordinates were scaled from a topographic map and have EZ3289.an estimated accuracy of +/- 6 seconds. EZ3289 EZ3289.The orthometric height was determined by differential leveling EZ3289.and adjusted by the National Geodetic Survey in December 1991. EZ3289 EZ3289.The geoid height was determined by GEOID99. EZ3289 EZ3289.The dynamic height is computed by dividing the NAVD 88 EZ3289.geopotential number by the normal gravity value computed on the EZ3289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3289.degrees latitude (g = 980.6199 gals.). EZ3289 EZ3289.The modeled gravity was interpolated from observed gravity values. EZ3289 EZ3289; North East Units Estimated Accuracy EZ3289;SPC NC - 221,870. 635,450. MT (+/- 180 meters Scaled) EZ3289 EZ3289 SUPERSEDED SURVEY CONTROL EZ3289 EZ3289.No superseded survey control is available for this station. EZ3289 EZ3289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV066585(NAD 83) EZ3289_MARKER: DB = BENCH MARK DISK EZ3289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3289_STAMPING: WAK 89 1985 EZ3289_MARK LOGO: NCGS EZ3289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3289+STABILITY: SURFACE MOTION EZ3289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ3289+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1988 EZ3289 EZ3289 HISTORY - Date Condition Report By EZ3289 HISTORY - 1985 MONUMENTED NCGS EZ3289 HISTORY - 19881102 GOOD NCGS EZ3289 HISTORY - 20030408 MARK NOT FOUND USPSQD EZ3289 EZ3289 STATION DESCRIPTION EZ3289 EZ3289'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ3289'7.6 KM (4.7 MI) SW FROM RALEIGH. EZ3289'THE STATION IS LOCATED IN RALEIGH. 0.3 KM (0.2 MI) SOUTH ALONG EZ3289'GORMAN STREET FROM THE I 40 OVERPASS TO HOLLY SPRING ROAD (SR 1009), EZ3289'THENCE 1.1 KM (0.75 MI) WEST ALONG SR 1009 TO STATION ON BANK. THE EZ3289'STATION IS A STANDRD NCGS DISK STAMPED---WAK 89 1985---, SET INTO THE EZ3289'TOP OF A ROUND CONCRETE MONUMENT, 25 CM IN DIAMETER RECESSED 10 CM EZ3289'BELOW GROUND. LOCATED 8.3 METERS (27.2 FT) NORTH OF CENTERLINE OF EZ3289'ROAD, 32.3 METERS (106.0 FT) EAST OF CENTER OF FARM ROAD, 2.7 METERS EZ3289'(8.7 FT) SOUTHWEST OF TELEPHONE POLE WITH TAG AND 44.7 METERS (146.6 EZ3289'FT) WEST OF WEST END OF CULVERT OF FIELD ROAD. MARK IS 1.2 METERS EZ3289'(4.0 FT) ABOVE HIGHWAY. EZ3289 EZ3289 STATION RECOVERY (1988) EZ3289 EZ3289'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ3289'RECOVERED IN GOOD CONDITION. EZ3289 EZ3289 STATION RECOVERY (2003) EZ3289 EZ3289'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ3289'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 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) GEOID99 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/South 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 and South 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), or Lewis EZ3270.Lapine(803-896-7700). EZ3270. EZ3270.In addition, the published North and South 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 or South 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 GEOID99. 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 Converg. EZ3270;SPC NC - 221,685.608 636,751.819 MT 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: 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 - 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_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 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 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 EZ3271 *********************************************************************** EZ3271 DESIGNATION - WHEELER EZ3271 PID - EZ3271 EZ3271 STATE/COUNTY- NC/WAKE EZ3271 USGS QUAD - RALEIGH WEST (1988) EZ3271 EZ3271 *CURRENT SURVEY CONTROL EZ3271 ___________________________________________________________________ EZ3271* NAD 83(1986)- 35 45 28.32920(N) 078 39 54.10590(W) ADJUSTED EZ3271* NAVD 88 - 88.460 (meters) 290.22 (feet) ADJUSTED EZ3271 ___________________________________________________________________ EZ3271 LAPLACE CORR- -7.16 (seconds) DEFLEC99 EZ3271 GEOID HEIGHT- -32.84 (meters) GEOID99 EZ3271 DYNAMIC HT - 88.383 (meters) 289.97 (feet) COMP EZ3271 MODELED GRAV- 979,764.1 (mgal) NAVD 88 EZ3271 EZ3271 HORZ ORDER - FIRST EZ3271 VERT ORDER - FIRST CLASS II EZ3271 EZ3271.The North Carolina/South Carolina HARNS have been completed but, EZ3271.due to contractual restrictions, coordinates for these stations EZ3271.will NOT be published in the near future. In the interim, the EZ3271.published coordinates in North and South Carolina will not be EZ3271.consistent with the Continuously Operating Reference Stations EZ3271.(CORS). The HARN coordinates for these stations are available EZ3271.upon request. Contact Gary Thompson(919-733-3836), or Lewis EZ3271.Lapine(803-896-7700). EZ3271. EZ3271.In addition, the published North and South Carolina positions EZ3271.(NAD 83 (1986)) are NOT consistent with those determined in EZ3271.adjacent state readjustments. The discontinuity between stations EZ3271.located in North or South Carolina and those in adjacent states EZ3271.which have been adjusted to the HARN may be as much as 5 EZ3271.decimeters. This will result in a significant loss of accuracy EZ3271.over lines crossing such state borders. EZ3271 EZ3271 EZ3271.The horizontal coordinates were established by GPS observations EZ3271.and adjusted by the National Geodetic Survey in March 1992. EZ3271 EZ3271.The orthometric height was determined by differential leveling EZ3271.and adjusted by the National Geodetic Survey in June 1991. EZ3271 EZ3271.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3271 EZ3271.The geoid height was determined by GEOID99. EZ3271 EZ3271.The dynamic height is computed by dividing the NAVD 88 EZ3271.geopotential number by the normal gravity value computed on the EZ3271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3271.degrees latitude (g = 980.6199 gals.). EZ3271 EZ3271.The modeled gravity was interpolated from observed gravity values. EZ3271 EZ3271; North East Units Scale Converg. EZ3271;SPC NC - 222,787.571 639,892.718 MT 0.99991151 +0 11 36.0 EZ3271;UTM 17 - 3,959,607.644 711,105.452 MT 1.00014919 +1 21 53.9 EZ3271 EZ3271 SUPERSEDED SURVEY CONTROL EZ3271 EZ3271 NGVD 29 - 88.73 (m) 291.1 (f) LEVELING 3 EZ3271 EZ3271.Superseded values are not recommended for survey control. EZ3271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3271.See file dsdata.txt to determine how the superseded data were derived. EZ3271 EZ3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1110559608(NAD 83) EZ3271_MARKER: DE = TRAVERSE STATION DISK EZ3271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3271_STAMPING: WHEELER 1984 EZ3271_MARK LOGO: NCGS EZ3271_PROJECTION: FLUSH EZ3271_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ3271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3271+STABILITY: SURFACE MOTION EZ3271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ3271+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003 EZ3271 EZ3271 HISTORY - Date Condition Report By EZ3271 HISTORY - 1984 MONUMENTED NCGS EZ3271 HISTORY - 1984 GOOD NCGS EZ3271 HISTORY - 1985 GOOD USPSQD EZ3271 HISTORY - 19881031 GOOD NCGS EZ3271 HISTORY - 19951003 GOOD NCGS EZ3271 HISTORY - 20030408 GOOD USPSQD EZ3271 EZ3271 STATION DESCRIPTION EZ3271 EZ3271'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ3271'THE STATION IS LOCATED ABOUT 3.4 KM (2.1 MI) SOUTHWEST OF THE EZ3271'CAPITOL SQUARE IN RALEIGH. EZ3271' EZ3271'AT THE LAKE WHEELER ROAD (SR 1371) OVERPASS OF I 40, ABOUT 175 FT EZ3271'NORTH-NORTHEAST OF THE CENTER OF THE OVERPASS. EZ3271' EZ3271'THE STATION IS A STANDARD NCGS DISK STAMPED---WHEELER 1984---, EZ3271'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ3271'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ3271'11.8 METERS (38.5 FT) NORTHWEST OF THE CENTER OF A CONCRETE MEDIAN EZ3271'IN SR 1371, EZ3271'3.0 METERS (10.0 FT) NORTHWEST OF THE EDGE OF THE CURB, EZ3271'20.4 METERS (66.1 FT) NORTH-NORTHEAST OF THE WEST BRIDGE RAIL--AND EZ3271'19.8 METERS (65.0 FT) NORTH-NORTHEAST OF A POWER POLE, AND EZ3271'37.8 METERS (124.2 FT) SOUTHWEST OF A POWER POLE--BOTH WITH EZ3271'REFERENCE TAGS. EZ3271' EZ3271'MARK IS 0.5 FT ABOVE ROAD. EZ3271 EZ3271 STATION RECOVERY (1984) EZ3271 EZ3271'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ3271'3.2 KM (2.0 MI) SOUTH FROM RALEIGH. EZ3271'THE STATION IS LOCATED ABOUT 3.4 KM (2.1 MI) SOUTHWEST OF THE CAPITOL EZ3271'SQUARE IN RALEIGH. AT THE LAKE WHEELER ROAD (SR 1371) OVERPASS OF I EZ3271'40, ABOUT 175 FT NORTH-NORTHEAST OF THE CENTER OF THE OVERPASS. THE EZ3271'STATION IS A STANDARD NCGS DISK STAMPED---WHEELER 1984---, SET INTO EZ3271'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH EZ3271'GROUND. LOCATED 11.8 METERS (38.5 FT) NORTHWEST OF THE CENTER OF A EZ3271'CONCRETE MEDIAN IN SR 1371, 3.0 METERS (10.0 FT) NORTHWEST OF THE EZ3271'EDGE OF THE CURB, 20.4 METERS (66.1 FT) NORTH-NORTHEAST OF THE WEST EZ3271'BRIDGE RAIL--AND 19.8 METERS (65.0 FT) NORTH-NORTHEAST OF A POWER EZ3271'POLE, AND 37.8 METERS (124.2 FT) SOUTHWEST OF A POWER POLE--BOTH WITH EZ3271'REFERENCE TAGS. EZ3271 EZ3271 STATION RECOVERY (1985) EZ3271 EZ3271'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ3271'RECOVERED IN GOOD CONDITION. EZ3271 EZ3271 STATION RECOVERY (1988) EZ3271 EZ3271'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ3271'RECOVERED IN GOOD CONDITION. EZ3271 EZ3271 STATION RECOVERY (1995) EZ3271 EZ3271'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EZ3271'RECOVERED AS DESCRIBED. MARK IS LOCATED 4.8 FT (1.5 M) WEST OF A GUARD EZ3271'RAIL POST, 3.6 FT (1.1 M) NORTH OF A GUARD RAIL POST--BOTH WITH EZ3271'REFERENCE TAGS. EZ3271 EZ3271 STATION RECOVERY (2003) EZ3271 EZ3271'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ3271'RECOVERED IN GOOD CONDITION.