1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 AE2988 *********************************************************************** AE2988 CBN - This is a Cooperative Base Network Control Station. AE2988 DESIGNATION - A 2 AE2988 PID - AE2988 AE2988 STATE/COUNTY- AR/PULASKI AE2988 USGS QUAD - OLMSTEAD (1988) AE2988 AE2988 *CURRENT SURVEY CONTROL AE2988 ___________________________________________________________________ AE2988* NAD 83(1997)- 34 53 47.22690(N) 092 08 28.43503(W) ADJUSTED AE2988* NAVD 88 - 116.7 (meters) 383. (feet) GPS OBS AE2988 ___________________________________________________________________ AE2988 X - -195,672.262 (meters) COMP AE2988 Y - -5,233,424.142 (meters) COMP AE2988 Z - 3,628,502.158 (meters) COMP AE2988 LAPLACE CORR- 0.70 (seconds) DEFLEC99 AE2988 ELLIP HEIGHT- 89.63 (meters) (09/21/01) GPS OBS AE2988 GEOID HEIGHT- -27.04 (meters) GEOID03 AE2988 AE2988 HORZ ORDER - B AE2988 ELLP ORDER - FOURTH CLASS II AE2988 AE2988.The horizontal coordinates were established by GPS observations AE2988.and adjusted by the National Geodetic Survey in September 1997. AE2988 AE2988.The orthometric height was determined by GPS observations and a AE2988.high-resolution geoid model. AE2988 AE2988.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE2988 AE2988.The Laplace correction was computed from DEFLEC99 derived deflections. AE2988 AE2988.The ellipsoidal height was determined by GPS observations AE2988.and is referenced to NAD 83. AE2988 AE2988.The geoid height was determined by GEOID03. AE2988 AE2988; North East Units Scale Factor Converg. AE2988;SPC AR S - 647,331.063 387,090.570 MT 1.00003152 -0 04 44.6 AE2988;UTM 15 - 3,861,896.492 578,463.620 MT 0.99967588 +0 29 28.8 AE2988 AE2988! - Elev Factor x Scale Factor = Combined Factor AE2988!SPC AR S - 0.99998593 x 1.00003152 = 1.00001745 AE2988!UTM 15 - 0.99998593 x 0.99967588 = 0.99966182 AE2988 AE2988 SUPERSEDED SURVEY CONTROL AE2988 AE2988 ELLIP H (09/19/97) 89.62 (m) GP( ) 4 1 AE2988 AE2988.Superseded values are not recommended for survey control. AE2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE2988.See file dsdata.txt to determine how the superseded data were derived. AE2988 AE2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7846461896(NAD 83) AE2988_MARKER: DD = SURVEY DISK AE2988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE2988_STAMPING: A2 1978 DMATC/GSS AE2988_MARK LOGO: DMA AE2988_MAGNETIC: N = NO MAGNETIC MATERIAL AE2988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE2988+STABILITY: SURFACE MOTION AE2988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE2988+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2002 AE2988 AE2988 HISTORY - Date Condition Report By AE2988 HISTORY - 1978 MONUMENTED DMA AE2988 HISTORY - 19970414 GOOD NGS AE2988 HISTORY - 19980901 GOOD NRCS AE2988 HISTORY - 20020624 GOOD USACE AE2988 AE2988 STATION DESCRIPTION AE2988 AE2988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM) AE2988'THE STATION IS LOCATED IN FRONT OF THE THOMAS COMMUNITY ACTIVITIES AE2988'CENTER (BUILDING 868) ON LITTLE ROCK AIR FORCE BASE NEAR JACKSONVILLE. AE2988'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 67, 167 AND AE2988'VANDENBERG BOULEVARD, GO WEST ON VANDENBERG BOULEVARD FOR 1.7 MI (2.7 AE2988'KM) TO A SIDE ROAD LEFT, ARNOLD DRIVE. TURN LEFT AND GO WEST ON ARNOLD AE2988'DRIVE FOR 0.5 MI (0.8 KM) TO THE WEST END OF THE THOMAS COMMUNITY AE2988'ACTIVITIES CENTER AND THE STATION. THE STATION IS SET INTO THE TOP OF AE2988'A 25-CM CONCRETE POST FLUSH WITH GROUND. LOCATED 22.9 M (75.1 FT) AE2988'NORTHWEST OF A FIRE HYDRANT, 8.6 M (28.2 FT) NORTH OF THE NORTH EDGE AE2988'OF ARNOLD DRIVE, 28.9 M (94.8 FT) WEST OF THE WEST EDGE OF THE THOMAS AE2988'ACTIVITIES CENTER DRIVEWAY, ABOUT 20 M (65.6 FT) WEST OF THE PARKING AE2988'AREA AND ABOUT 20 M (65.6 FT) SOUTH OF A SMALL STAND OF TREES. AE2988 AE2988 STATION RECOVERY (1998) AE2988 AE2988'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF) AE2988'RECOVERED AS DESCRIBED. AE2988 AE2988 STATION RECOVERY (2002) AE2988 AE2988'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (SCC) AE2988'IN 1978 DMATC/GEODETIC SURVEY SQUADRON REPORTS AN ELEVATION OF 116.726 AE2988'METERS MSL 1929. 1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 EJ0132 *********************************************************************** EJ0132 CBN - This is a Cooperative Base Network Control Station. EJ0132 PACS - This is a Primary Airport Control Station. EJ0132 DESIGNATION - ADAMS 2 EJ0132 PID - EJ0132 EJ0132 STATE/COUNTY- AR/PULASKI EJ0132 USGS QUAD - SWEET HOME (1986) EJ0132 EJ0132 *CURRENT SURVEY CONTROL EJ0132 ___________________________________________________________________ EJ0132* NAD 83(1997)- 34 43 45.80192(N) 092 13 34.03136(W) ADJUSTED EJ0132* NAVD 88 - 77.842 (meters) 255.39 (feet) ADJUSTED EJ0132 ___________________________________________________________________ EJ0132 X - -203,835.514 (meters) COMP EJ0132 Y - -5,243,669.853 (meters) COMP EJ0132 Z - 3,613,263.752 (meters) COMP EJ0132 LAPLACE CORR- -0.03 (seconds) DEFLEC99 EJ0132 ELLIP HEIGHT- 51.25 (meters) (09/21/01) GPS OBS EJ0132 GEOID HEIGHT- -26.59 (meters) GEOID03 EJ0132 DYNAMIC HT - 77.769 (meters) 255.15 (feet) COMP EJ0132 MODELED GRAV- 979,705.8 (mgal) NAVD 88 EJ0132 EJ0132 HORZ ORDER - B EJ0132 VERT ORDER - SECOND CLASS 0 EJ0132 ELLP ORDER - FOURTH CLASS II EJ0132 EJ0132.This mark is at Adams Field Airport (LIT) EJ0132 EJ0132.The horizontal coordinates were established by GPS observations EJ0132.and adjusted by the National Geodetic Survey in September 1997. EJ0132 EJ0132.The orthometric height was determined by differential leveling EJ0132.and adjusted by the National Geodetic Survey in June 1991. EJ0132 EJ0132.The X, Y, and Z were computed from the position and the ellipsoidal ht. EJ0132 EJ0132.The Laplace correction was computed from DEFLEC99 derived deflections. EJ0132 EJ0132.The ellipsoidal height was determined by GPS observations EJ0132.and is referenced to NAD 83. EJ0132 EJ0132.The geoid height was determined by GEOID03. EJ0132 EJ0132.The dynamic height is computed by dividing the NAVD 88 EJ0132.geopotential number by the normal gravity value computed on the EJ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EJ0132.degrees latitude (g = 980.6199 gals.). EJ0132 EJ0132.The modeled gravity was interpolated from observed gravity values. EJ0132 EJ0132; North East Units Scale Factor Converg. EJ0132;SPC AR S - 628,811.388 379,290.393 MT 0.99999190 -0 07 35.6 EJ0132;UTM 15 - 3,843,306.649 570,850.309 MT 0.99966187 +0 26 27.2 EJ0132 EJ0132! - Elev Factor x Scale Factor = Combined Factor EJ0132!SPC AR S - 0.99999196 x 0.99999190 = 0.99998386 EJ0132!UTM 15 - 0.99999196 x 0.99966187 = 0.99965383 EJ0132 EJ0132: Primary Azimuth Mark Grid Az EJ0132:SPC AR S - ADAMS 2 AZ MK 216 14 47.0 EJ0132:UTM 15 - ADAMS 2 AZ MK 215 40 44.2 EJ0132 EJ0132|---------------------------------------------------------------------| EJ0132| PID Reference Object Distance Geod. Az | EJ0132| dddmmss.s | EJ0132| EJ0133 ADAMS 2 RM 3 31.108 METERS 02853 | EJ0132| EJ1681 N LITTLE ROCK POWER LT TK APPROX. 3.6 KM 0432514.9 | EJ0132| EJ1697 LITTLE ROCK ADAM FLD ASR 4 RAD 315.461 METERS 15002 | EJ0132| AI3581 LIT A APPROX. 0.6 KM 1905832.6 | EJ0132| CY5139 ADAMS 2 AZ MK 2160711.4 | EJ0132| CY5138 ADAMS RM 2 11.198 METERS 22244 | EJ0132| EJ1709 LITTLE ROCK GAINES ST SPIPE APPROX. 5.0 KM 2760224.9 | EJ0132| EJ1692 LITTLE ROCK ADAMS FIELD AIRPORT BEA APPROX. 1.4 KM 2871242.4 | EJ0132| EJ1695 ADAMS 25.630 METERS 30531 | EJ0132|---------------------------------------------------------------------| EJ0132 EJ0132 SUPERSEDED SURVEY CONTROL EJ0132 EJ0132 ELLIP H (09/19/97) 51.23 (m) GP( ) 4 1 EJ0132 NAD 83(1986)- 34 43 45.81560(N) 092 13 34.01421(W) AD( ) 1 EJ0132 NAD 27 - 34 43 45.48272(N) 092 13 33.47632(W) AD( ) 3 EJ0132 NAVD 88 (09/19/97) 77.84 (m) 255.4 (f) LEVELING 3 EJ0132 NGVD 29 (??/??/92) 77.893 (m) 255.55 (f) ADJ UNCH 2 0 EJ0132 EJ0132.Superseded values are not recommended for survey control. EJ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EJ0132.See file dsdata.txt to determine how the superseded data were derived. EJ0132 EJ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7085043307(NAD 83) EJ0132_MARKER: DS = TRIANGULATION STATION DISK EJ0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EJ0132_STAMPING: ADAMS 2 1970 EJ0132_MARK LOGO: NGS EJ0132_MAGNETIC: N = NO MAGNETIC MATERIAL EJ0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EJ0132+STABILITY: SURFACE MOTION EJ0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EJ0132+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2000 EJ0132 EJ0132 HISTORY - Date Condition Report By EJ0132 HISTORY - 1970 MONUMENTED NGS EJ0132 HISTORY - 1971 GOOD NGS EJ0132 HISTORY - 1971 GOOD NGS EJ0132 HISTORY - 1978 GOOD NGS EJ0132 HISTORY - 1978 GOOD NGS EJ0132 HISTORY - 1984 POOR NGS EJ0132 HISTORY - 1989 GOOD USPSQD EJ0132 HISTORY - 19890901 GOOD NGS EJ0132 HISTORY - 19900501 GOOD EJ0132 HISTORY - 19970414 GOOD NGS EJ0132 HISTORY - 19980901 GOOD NRCS EJ0132 HISTORY - 19990531 GOOD NGS EJ0132 HISTORY - 20001120 GOOD NGS EJ0132 HISTORY - 20040505 MARK NOT FOUND NGS EJ0132 EJ0132 STATION DESCRIPTION EJ0132 EJ0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS) EJ0132'THE STATION IS LOCATED NEAR THE EAST SIDE OF EXISTING ADAMS EJ0132'FIELD MUNICIPAL AIRPORT, ABOUT 0.15 OF A MILE WEST-NORTHWEST OF EJ0132'FACTORIA ROAD, ABOUT 0.2 OF A MILE NORTH-NORTHWEST OF A LARGE EJ0132'RADAR INSTALLATION, AND ABOUT 0.35 OF A MILE WEST OF THE PROPOSED EJ0132'NEW TERMINAL BUILDING. EJ0132' EJ0132'TO REACH THE STATION FROM THE INTERCHANGE OF U. S. HIGHWAYS 65 EJ0132'AND 167 AND INTERSTATE ROUTE 30 IN LITTLE ROCK, GO EASTERLY ON EJ0132'ROOSEVELT ROAD FOR 0.5 OF A MILE TO CONFEDERATE BOULEVARD. HERE EJ0132'CONTINUE EASTERLY ON ROOSEVELT ROAD FOR 0.35 OF A MILE TO THE EJ0132'AZIMUTH MARK ON THE LEFT ABOUT 70 YARDS AS DESCRIBED. CONTINUE EJ0132'EASTERLY ON ROOSEVELT ROAD FOR 0.1 OF A MILE TO A LOCKED GATE ON EJ0132'THE LEFT*, CONTINUE EASTERLY ON ROOSEVELT ROAD FOR 0.4 OF A EJ0132'MILE TO FACTORIA ROAD. HERE TURN LEFT AND GO NORTH ON FACTORIA EJ0132'ROAD FOR 0.4 OF A MILE TO A LARGE RADAR INSTALLATION ON THE EJ0132'LEFT, CONTINUE NORTHERLY ON FACTORIA ROAD FOR 0.15 OF A EJ0132'MILE TO A T ROAD LEFT. HERE TURN LEFT ON AIRPORT SERVICE EJ0132'ROAD AND GO WEST FOR 0.15 OF A MILE TO THE STATION ON THE LEFT EJ0132'AS DESCRIBED. EJ0132' EJ0132'THE STATION IS 247 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF A EJ0132'NEW TAXIWAY, 102 FEET SOUTHWEST OF A CONCRETE HEADWALL OF A EJ0132'DRAINAGE DITCH, 76 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF EJ0132'A PAVED AIRPORT SERVICE ROAD, AND 1.0 FOOT NORTH OF A METAL EJ0132'WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP OF EJ0132'AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 2 INCHES EJ0132'AND THE DISK IS STAMPED ADAMS 2 1970. THE UNDERGROUND DISK IS EJ0132'ABOUT 36 INCHES BELOW THE GROUND SURFACE. EJ0132' EJ0132'REFERENCE MARK NO. 2 IS 138 FEET SOUTHWEST OF THE CONCRETE EJ0132'HEADWALL OF THE DRAINAGE DITCH, 102 FEET SOUTH OF THE APPROXIMATE EJ0132'CENTER OF THE PAVED AIRPORT SERVICE ROAD AND 36 FEET SOUTHWEST OF EJ0132'THE METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN EJ0132'THE TOP OF A 10-INCH, SQUARE, FLUSH, CONCRETE MONUMENT AND THE EJ0132'DISK IS STAMPED ADAMS NO 2 1964. NOTE- THE ARROW ON THIS MARK EJ0132'POINTS TO ADAMS 1964 UNDERGROUND STATION MARK. EJ0132' EJ0132'REFERENCE MARK NO. 3 IS 103 FEET NORTHEAST OF THE METAL WITNESS EJ0132'POST AND SIGN, 15 FEET NORTH OF THE APPROXIMATE CENTER OF THE EJ0132'PAVED AIRPORT SERVICE ROAD AND 2.5 FEET NORTHWEST OF THE SOUTHEAST EJ0132'END OF A CONCRETE HEADWALL OF A DRAINAGE DITCH. IT IS A STANDARD EJ0132'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTHEAST END EJ0132'OF THE CONCRETE HEADWALL OF A DRAINAGE DITCH AND THE DISK IS EJ0132'STAMPED ADAMS 2 NO 3 1970. EJ0132' EJ0132'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 2 EJ0132'AND REFERENCE MARK NO. 3 IS 138.00 FEET - (42.062) METERS. EJ0132' EJ0132'THE AZIMUTH MARK IS ON THE AIRPORT GROUNDS ABOUT 0.7 OF A MILE EJ0132'SOUTHWEST OF THE STATION, 217 FEET NORTH OF THE APPROXIMATE CENTER EJ0132'OF ROOSEVELT ROAD, 99 FEET NORTH OF THE SOUTH PROPERTY FENCE OF THE EJ0132'AIRPORT, 3 FEET SOUTHWEST OF A WATER GATE CONTROL STANDARD, EJ0132'AND 2.5 FEET SOUTHWEST OF THE NORTHEAST END OF THE CONCRETE EJ0132'ROOF OF A LARGE STORM SEWER WELL AND CONTROL GATES. IT IS A EJ0132'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF EJ0132'A 7 FT X 10 FT STORM SEWER GATE WELL, AND THE DISK IS STAMPED EJ0132'ADAMS 2 1970. EJ0132' EJ0132'*TO REACH THE AZIMUTH MARK FROM THE GATE ON THE LEFT MENTIONED IN EJ0132'THE STATION TO-REACH, TURN LEFT PASSING THROUGH THE LOCKED GATE EJ0132'AND TURN BACK SHARP LEFT AND GO WESTERLY ACROSS GRASSY AREA FOR EJ0132'0.1 OF A MILE TO THE STORM SEWER GATE WELL AND THE MARK IN THE EJ0132'CONCRETE ROOF AS DESCRIBED. EJ0132 EJ0132 STATION RECOVERY (1971) EJ0132 EJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DLV) EJ0132'THE STATION MARK AND REFERENCE MARK NO. 3 WERE RECOVERED AS EJ0132'DESCRIBED IN GOOD CONDITION, HOWEVER REFERENCE MARK NO. 2 COULD EJ0132'NOT BE RECOVERED. THE AZIMUTH MARK WAS NOT SEARCHED FOR DUE EJ0132'LACK OF EXTRA TIME. EJ0132' EJ0132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT ADAMS EJ0132'FIELD, LITTLE ROCK EJ0132 EJ0132 STATION RECOVERY (1971) EJ0132 EJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 EJ0132'IN LITTLE ROCK. EJ0132'THE STATION IS LOCATED NEAR THE EAST SIDE OF ADAMS FIELD AIRPORT, EJ0132'ABOUT 0.15 MILE WEST-NORTHWEST OF FACTORIA ROAD, 0.2 MILE EJ0132'NORTH-NORTHWEST OF A LARGE RADAR INSTALLATION AND ABOUT 0.35 MILE WEST EJ0132'OF THE PROPOSED NEW TERMINAL BUILDING. IT IS 247 FEET SOUTHEAST OF EJ0132'THE APPROXIMATE CENTER OF A NEW TAXIWAY, 102 FEET SOUTHWEST OF A EJ0132'CONCRETE HEADWALL OF A DRAINAGE DITCH, 76 FEET SOUTHWEST OF THE EJ0132'APPROXIMATE CENTER OF A PAVED AIRPORT SERVICE ROAD AND 1.0 FOOT NORTH EJ0132'OF A METAL WITNESS POST. IT IS SET IN THE TOP OF AN 11-INCH ROUND EJ0132'CONCRETE POST PROJECTING 2 INCHES. EJ0132 EJ0132 STATION RECOVERY (1978) EJ0132 EJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DLV) EJ0132'RECOVERED AS DESCRIBED IN GOOD CONDITION. EJ0132' EJ0132'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LITTLE ROCK. EJ0132 EJ0132 STATION RECOVERY (1978) EJ0132 EJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH) EJ0132'RECOVERED AS DESCRIBED IN GOOD CONDITION. REFERENCE MARK 3 AND THE EJ0132'AZIMUTH MARK WERE ALSO RECOVERED IN GOOD CONDITION, ALTHOUGH THE EJ0132'AZIMUTH MARK IS APPARENTLY IN THE PATH OF ROAD CONSTRUCTION AND MAY EJ0132'SOON BE DESTROYED. EJ0132' EJ0132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ADAMS FIELD, EJ0132'LITTLE ROCK. EJ0132 EJ0132 STATION RECOVERY (1984) EJ0132 EJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 EJ0132'MARK RECOVERED IN POOR CONDITION. EJ0132 EJ0132 STATION RECOVERY (1989) EJ0132 EJ0132'RECOVERY NOTE BY US POWER SQUADRON 1989 (JR) EJ0132'RECOVERED IN GOOD CONDITION. EJ0132 EJ0132 STATION RECOVERY (1989) EJ0132 EJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 EJ0132'STATION IS LOCATED ABOUT 1.4 KM (0.9 MI) NORTH OF INTERSTATE HIGHWAY EJ0132'440, 0.6 KM (0.4 MI) WEST OF THE LITTLE ROCK AIRPORT TERMINAL, AND EJ0132'0.3 KM (0.2 MI) NORTH-NORTHWEST OF THE LITTLE ROCK AIRPORT RADAR EJ0132'BUILDING AND TOWER. AT THE LITTLE ROCK REGIONAL-ADAMS FIELD AIRPORT. EJ0132'OWNERSHIP--CITY OF LITTLE ROCK, 1 AIRPORT DRIVE, LITTLE ROCK AR EJ0132'72202. PHONE IS 501-372-3439. ASST. AIRPORT MANAGER-OPERATIONS IS EJ0132'J.W. FLOWERS, 1 AIRP0RT DRIVE, LITTLE ROCK AR 72202. PHONE EJ0132'IS501-372-3439. EJ0132'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 440 (EXIT EJ0132'3) AND COUNTY ROAD 21 (BANKHEAD ROAD) IN EAST LITTLE ROCK. GO NORTH EJ0132'ON BANKHEAD ROAD FOR 0.56 KM (0.35 MI) TO A CROSSROAD. TURN LEFT AND EJ0132'GO WEST ON EAST ROOSEVELT ROAD FOR 0.18 KM (0.11 MI) TO A PAVED ROAD EJ0132'ON THE RIGHT. TURN RIGHT AND GO NORTH ON DAVE GRUNDFEST JR DRIVE FOR EJ0132'0.69 KM (0.43 MI) TO A Y-FORK. BEAR RIGHT AND GO NORTHEAST ON A EJ0132'PAVED ROAD FOR 0.29 KM (0.18 MI) TO A LOCKED GATE ON THE LEFT AND THE EJ0132'AIRPORT TERMINAL ON THE RIGHT. TURN LEFT AND PASS THROUGH THE GATE EJ0132'AND GO NORTHWEST ACROSS AN APRON FOR 0.16 KM (0.10 MI) TO A PAVED EJ0132'ROAD ON THE LEFT. TURN LEFT AND GO WEST ON THE PAVED ROAD FOR 0.11 EJ0132'KM (0.07 MI) TO AN OLD AIRPORT SERVICE ROAD WITH DIRT PILED ACROSS EJ0132'THE ROAD. CONTINUE WEST ON THE OLD SERVICE ROAD AROUND DIRT PILE FOR EJ0132'0.11 KM (0.07 MI) TO THE END OF PAVEMENT AND THE STATION ON THE LEFT. EJ0132'IN WET WEATHER THE AIRPORT MANAGER WILL NOT ALLOW ANYONE TO DRIVE ON EJ0132'THE GRASS AROUND THE DIRT PILE. YOU HAVE TO HAVE A VISTOR PASS AND EJ0132'AN ESCORT TO GET TO THE STATION. EJ0132'STATION IS A STANDARD CGS STATION MARK DISK STAMPED---ADAMS 2 1970---. EJ0132'SET IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT PROJECTS 5-CM EJ0132'ABOVE THE GROUND. IT IS 75.3 M (247.0 FT) SOUTHEAST OF THE EJ0132'CENTERLINE OF A TAXIWAY, 35.7 M (117.1 FT) EAST OF THE NORTHEAST EJ0132'CORNER OF A CONCRETE HEADWALL, AND 23.2 M (76.1 FT) SOUTH OF THE EJ0132'CENTER OF THE OLD SERVICE ROAD. EJ0132'CONTACT K.M. STOKES, GENERAL SUPERINTENDENT, AT THE AIRPORT EJ0132'MAINTENANCE OFFICE. PHONE IS 501-374-9649 OR 501-374-5441. TO GET A EJ0132'VISTORS PASS, BE SURE AND GIVE A COUPLE DAYS NOTICE. EJ0132'DESCRIBED BY E.J.HANSMANN. EJ0132 EJ0132 STATION RECOVERY (1990) EJ0132 EJ0132'RECOVERED 1990 EJ0132'RECOVERED IN GOOD CONDITION. EJ0132 EJ0132 STATION RECOVERY (1997) EJ0132 EJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) EJ0132'RECOVERED AS DESCRIBED. EJ0132 EJ0132 STATION RECOVERY (1998) EJ0132 EJ0132'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF) EJ0132'RECOVERED AS DESCRIBED. EJ0132 EJ0132 STATION RECOVERY (1999) EJ0132 EJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (KRN) EJ0132'NOTE---THIS STATION IS A COOPERATIVE BASE NETWORK CONTROL STATION. EJ0132'THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION (PACS) . THE EJ0132'STATION IS LOCATED AT THE LITTLE ROCK NATIONAL AIRPORT, IN THE GRASS EJ0132'AREA SOUTHEAST OF TAXIWAY F AND MIDWAY BETWEEN TAXIWAYS H AND P, NORTH EJ0132'OF THE NORTH CORNER OF THE NORTHERNMOST OF FOUR RAYTHEON HANGERS. EJ0132'OWNERSHIP--THE CITY OF LITTLE ROCK, 1 AIRPORT DRIVE, LITTLE ROCK EJ0132'ARKANSAS, 72202. PHONE 501-372-3439. AIRPORT MANAGER-OPERATIONS--MR. EJ0132'CHRISTOPHER H. WHITE, LITTLE ROCK NATIONAL AIRPORT, ADAMS FIELD, ONE EJ0132'AIRPORT DRIVE, LITTLE ROCK ARKANSAS, 72202-4489. PHONE--501-372-3439. EJ0132'FAX--501-372-0612. GENERAL SUPERINTENDENT OF MAINTENANCE--MR. EJ0132'K.M.STOKES. PHONE--501-374-9649 OR 501-374-5441. YOU MUST HAVE A EJ0132'VISITORS PASS AND AN ESCORT TO ACCESS THE AIRPORT. GIVE AT LEAST 1 EJ0132'WEEK ADVANCED NOTICE BEFORE ARRIVAL. TO REACH THE STATION FROM THE EJ0132'JUNCTION OF INTERSTATE HIGHWAY 440 (EXIT 3) AND COUNTY ROAD 21 EJ0132'(BANKHEAD ROAD) IN SOUTHEAST LITTLE ROCK. DRIVE NORTH AND NORTHEAST EJ0132'FOR 0.9 MI. (1.4 KM) TO THE AIRPORT TERMINAL BUILDING. THE AIRPORT EJ0132'OPERATIONS MANAGERS OFFICE IS LOCATED ON THE SOUTHEASTERN END OF THE EJ0132'TERMINAL BUILDING, SECOND FLOOR. EJ0132 EJ0132 STATION RECOVERY (2000) EJ0132 EJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL) EJ0132'RECOVERED AS DESCRIBED EJ0132' EJ0132' EJ0132' EJ0132 EJ0132 STATION RECOVERY (2004) EJ0132 EJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (GFS) EJ0132'THE LOCATION OF THE STATION IS UNDER A CONCRETE SERVICE ROAD. AIRPORT EJ0132'OPERATIONS REPORTED THAT THEY ACTUALLY SAW THE MARK GRADED OUT DURING EJ0132'THE ROAD CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 EJ1689 *********************************************************************** EJ1689 DESIGNATION - HORSESHOE EJ1689 PID - EJ1689 EJ1689 STATE/COUNTY- AR/PULASKI EJ1689 USGS QUAD - KEO (1987) EJ1689 EJ1689 *CURRENT SURVEY CONTROL EJ1689 ___________________________________________________________________ EJ1689* NAD 83(1997)- 34 36 27.54753(N) 092 03 56.84686(W) ADJUSTED EJ1689* NAVD 88 - 73. (meters) 240. (feet) SCALED EJ1689 ___________________________________________________________________ EJ1689 LAPLACE CORR- 0.16 (seconds) DEFLEC99 EJ1689 GEOID HEIGHT- -26.34 (meters) GEOID03 EJ1689 EJ1689 HORZ ORDER - FIRST EJ1689 EJ1689.The horizontal coordinates were established by classical geodetic methods EJ1689.and adjusted by the National Geodetic Survey in September 1999. EJ1689 EJ1689.The orthometric height was scaled from a topographic map. EJ1689 EJ1689.The Laplace correction was computed from DEFLEC99 derived deflections. EJ1689 EJ1689.The geoid height was determined by GEOID03. EJ1689 EJ1689; North East Units Scale Factor Converg. EJ1689;SPC AR S - 615,285.856 393,965.743 MT 0.99996840 -0 02 12.6 EJ1689;UTM 15 - 3,829,931.202 585,654.400 MT 0.99969043 +0 31 50.2 EJ1689 EJ1689! - Elev Factor x Scale Factor = Combined Factor EJ1689!SPC AR S - 0.99999268 x 0.99996840 = 0.99996108 EJ1689!UTM 15 - 0.99999268 x 0.99969043 = 0.99968311 EJ1689 EJ1689: Primary Azimuth Mark Grid Az EJ1689:SPC AR S - HORSESHOE AZ MK RESET 269 29 38.4 EJ1689:UTM 15 - HORSESHOE AZ MK RESET 268 55 35.6 EJ1689 EJ1689|---------------------------------------------------------------------| EJ1689| PID Reference Object Distance Geod. Az | EJ1689| dddmmss.s | EJ1689| CY6250 HORSESHOE RM 3 32.324 METERS 07412 | EJ1689| CY6248 HORSESHOE RM 1 60.802 METERS 10746 | EJ1689| CY6251 HORSESHOE RM 4 23.254 METERS 16133 | EJ1689| CY6249 HORSESHOE RM 2 61.420 METERS 25424 | EJ1689| CY6247 HORSESHOE AZ MK RESET 2692725.8 | EJ1689| CY6246 HORSESHOE AZ MK 2694737.8 | EJ1689|---------------------------------------------------------------------| EJ1689 EJ1689 SUPERSEDED SURVEY CONTROL EJ1689 EJ1689 NAD 83(1986)- 34 36 27.55612(N) 092 03 56.83770(W) AD( ) 1 EJ1689 NAD 27 - 34 36 27.22100(N) 092 03 56.32300(W) AD( ) 1 EJ1689 EJ1689.Superseded values are not recommended for survey control. EJ1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EJ1689.See file dsdata.txt to determine how the superseded data were derived. EJ1689 EJ1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU8565429931(NAD 83) EJ1689_MARKER: DS = TRIANGULATION STATION DISK EJ1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EJ1689_MAGNETIC: O = OTHER; SEE DESCRIPTION EJ1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EJ1689+STABILITY: SURFACE MOTION EJ1689 EJ1689 HISTORY - Date Condition Report By EJ1689 HISTORY - 1940 MONUMENTED CGS EJ1689 HISTORY - 1958 GOOD CGS EJ1689 HISTORY - 1962 GOOD USGS EJ1689 HISTORY - 1967 GOOD CGS EJ1689 HISTORY - 19980901 GOOD NRCS EJ1689 EJ1689 STATION DESCRIPTION EJ1689 EJ1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS) EJ1689'STATION IS LOCATED IN PULASKI COUNTY ABOUT 3.5 MILES W OF EJ1689'KEO, ABOUT 1.3 MILES N OF HORSESHOE LAKE AND ON THE PROPERTY EJ1689'OF T.L. HUGHES WHO LIVES ABOUT 0.5 MILE N OF THE STATION. EJ1689'IT IS 42 FEET N OF THE CENTER LINE OF AN E-W ROAD, 92 FEET EJ1689'W OF THE W SIDE OF A DESERTED FARMHOUSE AND 185 FEET W OF EJ1689'A ROAD RUNNING N. EJ1689' EJ1689'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD EJ1689'BRONZE DISKS, SET IN CONCRETE AS DESCRIBED. EJ1689'THE STATION MARK IS SET 14 INCHES BELOW THE EJ1689'SURFACE OF THE GROUND AND IS STAMPED HORSESHOE 1940. THERE EJ1689'IS A WHITE REFERENCE POST 7 FEET WSW OF THE STATION. EJ1689' EJ1689'REFERENCE MARK NO. 1 IS 15 FEET S OF THE JUNCTION OF AN E-W EJ1689'ROAD AND A N ROAD, AND AT THE NW CORNER OF A CULTIVATED EJ1689'FIELD. IT PROJECTS 6 INCHES AND IS STAMPED HORSESHOE NO. 1, EJ1689'1940. EJ1689' EJ1689'REFERENCE MARK NO. 2 IS 18 FEET S OF THE CENTER LINE OF AN EJ1689'E-W ROAD AND AT THE N EDGE OF A PASTURE. IT PROJECTS 6 EJ1689'INCHES AND IS STAMPED HORSESHOE NO. 2, 1940. EJ1689' EJ1689'THE AZIMUTH MARK IS 0.45 MILE W OF THE STATION, 18 FEET EJ1689'S OF THE CENTER LINE OF AN E-W ROAD, 30 FEET E OF A 48-INCH EJ1689'OAK TREE AND 1 FOOT N OF A FENCE LINE. THERE IS A WHITE EJ1689'REFERENCE POST 2.8 FEET W OF THE MARK. THE MARK PROJECTS EJ1689'8 INCHES AND IS STAMPED HORSESHOE 1940. EJ1689' EJ1689'TO REACH THE AZIMUTH MARK FROM THE STATION DRIVE W FOR 0.45 EJ1689'MILE TO THE 48-INCH OAK TREE AND MARK. EJ1689' EJ1689'TO REACH THE STATION FROM KEO, CROSS RAILROAD TRACKS AND EJ1689'TAKE DIRT ROAD DIRECTLY W FOR 2.7 MILES TO A ROAD TURNING EJ1689'RIGHT, (N). TURN N AND GO 0.8 MILE TO FORK IN ROAD AND EJ1689'DESERTED FARMHOUSE. MARK IS W OF HOUSE. EJ1689' EJ1689'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS. EJ1689 EJ1689 STATION RECOVERY (1958) EJ1689 EJ1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG) EJ1689'THE STATION WAS VISITED 10-22-58 AND THE STATION MARK AND EJ1689'AZIMUTH MARK WERE FOUND IN GOOD CONDITION. REFERENCE MARK EJ1689'NO. 2 WAS FOUND UPROOTED AND DESTROYED. REFERENCE MARK EJ1689'NO. 1 WAS NOT FOUND BUT NO DOUBT IS DESTROYED. THE AZIMUTH EJ1689'MARK WAS RESET AT THIS DATE AT THE REQUEST OF THE ARKANSAS EJ1689'STATE HIGHWAY DEPARTMENT. REFERENCE MARK NO. 3 AND 4 WERE EJ1689'ESTABLISHED AT THIS DATE. A NEW DESCRIPTION FOLLOWS- EJ1689' EJ1689'THE STATION IS LOCATED 3.5 MILES WEST OF THE SMALL COMMUNITY EJ1689'OF KEO,WHICH IS 10 MILES NORTH OF ENGLAND ON STATE HIGHWAY EJ1689'30, ON THE PROPERTY OF A.J. HUGHES/WHO LIVES 0.5 MILE NORTH EJ1689'OF THE STATION), IN THE NORTHWEST ANGLE OF THE JUNCTION EJ1689'OF AN EAST-WEST ROAD AND A ROAD LEADING NORTH AND JUST WEST EJ1689'OF AN ABANDONED STORE. IT IS 42 FEET NORTH OF THE CENTERLINE EJ1689'OF THE EAST-WEST ROAD, 12 FEET NORTH OF THE HIGHWAY EJ1689'RIGHT-OF-WAY, 183 FEET WEST OF THE CENTER OF THE ROAD LEADING EJ1689'NORTH AND 107 FEET WEST-SOUTHWEST OF THE SOUTHWEST EJ1689'CORNER OF THE OLD ABANDONED STORE. IT IS A STANDARD EJ1689'DISK, STAMPED HORSESHOE 1940, 14 INCHES BELOW THE SURFACE EJ1689'OF THE GROUND. EJ1689' EJ1689'REFERENCE MARK NO. 3 IS 106.05 FEET EAST-NORTHEAST OF THE EJ1689'STATION, 81 FEET WEST OF THE CENTER OF THE ROAD LEADING EJ1689'NORTH, 72 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST EJ1689'ROAD AND 1 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF THE EJ1689'OLD STORE BUILDING. IT IS A STANDARD DISK, STAMPED HORSESHOE EJ1689'NO 3 1940, PROJECTING 4 INCHES. EJ1689' EJ1689'REFERENCE MARK NO. 4 IS 76.29 FEET EAST-SOUTHEAST OF THE EJ1689'STATION AT THE NORTH EDGE OF A CULTIVATED FIELD, 31 FEET EJ1689'SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 156 FEET EJ1689'WEST OF THE PROJECTED CENTERLINE OF THE ROAD LEADING NORTH, EJ1689'AND 128 FEET SOUTH WEST OF THE SOUTHWEST CORNER OF THE OLD EJ1689'STORE BUILDING. IT IS A STANDARD DISK, STAMPED HORSESHOE EJ1689'NO 4 1940, PROJECTING 6 INCHES. EJ1689' EJ1689'THE AZIMUTH MARK IS 0.45 MILE WEST OF THE STATION ON PROPERTY EJ1689'OWNED BY B.D. GIBBS, AT THE NORTH EDGE OF A PASTURE AND EJ1689'ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF A CULTIVATED EJ1689'FIELD, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 4 FEET EJ1689'EAST OF A POWER POLE, AND ON THE TOP OF A SMALL CUT BANK. EJ1689'IT IS A STANDARD DISK, STAMPED HORSESHOE 1940 RESET 1958, EJ1689'PROJECTING 6 INCHES. EJ1689' EJ1689'TO REACH THE STATION FROM THE SMALL COMMUNITY OF KEO, WHICH EJ1689'IS 10 MILES NORTH OF ENGLAND ON STATE HIGHWAY 30, GO WEST EJ1689'ON BLACK TOP ROAD JUST SOUTH OF A COTTON GIN, FOR 3.5 MILES EJ1689'TO THE JUNCTION WITH A SIDE ROAD LEADING NORTH AND THE STATION EJ1689'IN THE NORTHWEST ANGLE. TO REACH THE AZIMUTH MARK CONTINUE EJ1689'WEST FOR 0.45 MILE TO THE MARK ON THE RIGHT. EJ1689 EJ1689 STATION RECOVERY (1962) EJ1689 EJ1689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 EJ1689'STATION AND AZIMUTH MARKS FOUND IN GOOD CONDITION. R.MS. EJ1689'NOT FOUND, PROBABLY DESTROYED BY ROAD WIDENING. EJ1689' EJ1689'STATION IS NOW 101 FEET W OF WEST SIDE OF OLD STORE WITH EJ1689'FACADE. THE AZIMUTH MARK IS NOW 35 WEST OF NORTH FENCE. EJ1689 EJ1689 STATION RECOVERY (1967) EJ1689 EJ1689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EBB) EJ1689'STATION MARK, AZIMUTH MARK, REFERENCE MARKS 3 AND 4 WERE EJ1689'RECOVERED IN GOOD CONDITION WITH NO NOTICEABLE DISPLACEMENT EJ1689'OF THE MARKS. FOLLOWING IS A NEW AND COMPLETE DESCRIPTION. EJ1689' EJ1689'STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF KEO AND ON EJ1689'LAND OWNED BY A.J. HUGHES. EJ1689' EJ1689'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 130 AND 232 EJ1689'IN KEO, GO WEST ON STATE HIGHWAY 232 FOR 3.8 MILES TO THE EJ1689'JUNCTION OF TEMPLETON ROAD LEADING NORTH AND THE STATION EJ1689'IN THE NORTHWEST ANGLE OF THE INTERSECTION. TO REACH THE EJ1689'AZIMUTH MARK FROM THE STATION, GO WEST ON THE HIGHWAY FOR EJ1689'0.5 MILE TO THE AZIMUTH MARK ON THE LEFT. EJ1689' EJ1689'STATION MARK IS A STANDARD DISK, STAMPED HORSESHOE 1940, EJ1689'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST 14 INCHES EJ1689'BELOW THE GROUND SURFACE. IT IS 186 FEET WEST OF THE CENTER EJ1689'OF TEMPLETON ROAD, 71 FEET WEST OF A TELEPHONE LINE POLE, EJ1689'43 FEET NORTH OF THE CENTER OF THE HIGHWAY AND IN THE SOUTH EJ1689'EDGE OF A CULTIVATED FIELD. EJ1689' EJ1689'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HORSESHOE NO EJ1689'3 1940, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING EJ1689'4 INCHES. IT IS 83 FEET WEST OF THE CENTER OF TEMPLETON EJ1689'ROAD, 71 FEET NORTH OF THE CENTER OF THE HIGHWAY, 33 FEET EJ1689'NORTHEAST OF A TELEPHONE LINE POLE AND 1 FOOT NORTHEAST EJ1689'OF A WITNESS POST. EJ1689' EJ1689'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED HORSESHOE NO EJ1689'4 1940, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING EJ1689'3 INCHES. IT IS 158 FEET WEST OF THE JUNCTION OF THE HIGHWAY EJ1689'AND TEMPLETON ROAD, 94 FEET SOUTHEAST OF THE TELEPHONE LINE EJ1689'POLE, 31 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 1 FOOT EJ1689'NORTH OF A FENCE. EJ1689' EJ1689'AZIMUTH MARK IS A STANDARD DISK, STAMPED HORSESHOE 1940 EJ1689'RESET 1958, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING EJ1689'4 INCHES. IT IS 91 FEET EAST OF THE EAST GATE POST OF A EJ1689'GATE, 88 FEET SOUTHEAST OF A TELEPHONE LINE POLE, 31 FEET EJ1689'SOUTH OF THE CENTER OF THE HIGHWAY, 1 FOOT SOUTH OF A METAL EJ1689'WITNESS POST AND IN AN EAST-WEST FENCE LINE. EJ1689 EJ1689 STATION RECOVERY (1998) EJ1689 EJ1689'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF) EJ1689'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 AE3001 *********************************************************************** AE3001 CBN - This is a Cooperative Base Network Control Station. AE3001 DESIGNATION - PAGIS 1001 AE3001 PID - AE3001 AE3001 STATE/COUNTY- AR/PULASKI AE3001 USGS QUAD - SWEET HOME (1986) AE3001 AE3001 *CURRENT SURVEY CONTROL AE3001 ___________________________________________________________________ AE3001* NAD 83(1997)- 34 42 11.25490(N) 092 10 35.08034(W) ADJUSTED AE3001* NAVD 88 - 73.4 (meters) 241. (feet) GPS OBS AE3001 ___________________________________________________________________ AE3001 X - -199,349.016 (meters) COMP AE3001 Y - -5,245,499.194 (meters) COMP AE3001 Z - 3,610,866.373 (meters) COMP AE3001 LAPLACE CORR- 0.54 (seconds) DEFLEC99 AE3001 ELLIP HEIGHT- 46.84 (meters) (09/21/01) GPS OBS AE3001 GEOID HEIGHT- -26.55 (meters) GEOID03 AE3001 AE3001 HORZ ORDER - B AE3001 ELLP ORDER - FOURTH CLASS II AE3001 AE3001.The horizontal coordinates were established by GPS observations AE3001.and adjusted by the National Geodetic Survey in September 1997. AE3001 AE3001.The orthometric height was determined by GPS observations and a AE3001.high-resolution geoid model. AE3001 AE3001.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE3001 AE3001.The Laplace correction was computed from DEFLEC99 derived deflections. AE3001 AE3001.The ellipsoidal height was determined by GPS observations AE3001.and is referenced to NAD 83. AE3001 AE3001.The geoid height was determined by GEOID03. AE3001 AE3001; North East Units Scale Factor Converg. AE3001;SPC AR S - 625,888.970 383,838.024 MT 0.99998645 -0 05 55.4 AE3001;UTM 15 - 3,840,430.352 575,425.185 MT 0.99967012 +0 28 08.1 AE3001 AE3001! - Elev Factor x Scale Factor = Combined Factor AE3001!SPC AR S - 0.99999265 x 0.99998645 = 0.99997910 AE3001!UTM 15 - 0.99999265 x 0.99967012 = 0.99966277 AE3001 AE3001: Primary Azimuth Mark Grid Az AE3001:SPC AR S - PAGIS 2001 343 38 11.7 AE3001:UTM 15 - PAGIS 2001 343 04 08.2 AE3001 AE3001|---------------------------------------------------------------------| AE3001| PID Reference Object Distance Geod. Az | AE3001| dddmmss.s | AE3001| AE3003 PAGIS 2001 APPROX. 1.4 KM 3433216.3 | AE3001|---------------------------------------------------------------------| AE3001 AE3001 SUPERSEDED SURVEY CONTROL AE3001 AE3001 ELLIP H (09/19/97) 46.84 (m) GP( ) 4 1 AE3001 AE3001.Superseded values are not recommended for survey control. AE3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE3001.See file dsdata.txt to determine how the superseded data were derived. AE3001 AE3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7542540430(NAD 83) AE3001_MARKER: DD = SURVEY DISK AE3001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE3001_STAMPING: PAGIS-1001 1990 GPS AE3001_MARK LOGO: AR2320 AE3001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AE3001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE3001+STABILITY: SURFACE MOTION AE3001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE3001+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1997 AE3001 AE3001 HISTORY - Date Condition Report By AE3001 HISTORY - 1990 MONUMENTED AR2320 AE3001 HISTORY - 19970211 GOOD NGS AE3001 HISTORY - 19980801 GOOD NRCS AE3001 AE3001 STATION DESCRIPTION AE3001 AE3001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM) AE3001'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 30 AND AE3001'440 IN LITTLE ROCK, GO EAST ON INTERSTATE HIGHWAY 440 FOR ABOUT 7.3 KM AE3001'(4.55 MI), THEN TURN SOUTH ON FOURCHE DAM PIKE AND GO 0.9 KM (0.55 MI) AE3001'TO FRAZIER PIKE ROAD. TURN LEFT AND GO EAST, THEN SOUTH FOR 3.7 KM AE3001'(2.30 MI) TO THE ENTRANCE ROAD TO THE FOURCHE SEWAGE TREATMENT PLANT AE3001'(BIRDWELL DRIVE). THE STATION IS IN THE NORTHEAST CORNER OF THE AE3001'INTERSECTION OF FRAZIER PIKE ROAD AND THE ENTRANCE TO THE FOURCHE AE3001'SEWAGE TREATMENT PLANT, APPROXIMATELY 20.4 METERS (66.9 FT) FROM THE AE3001'CENTERLINE OF THE ENTRANCE ROAD AND 31.2 METERS (102.4 FT) FROM THE AE3001'CENTERLINE OF FRAZIER PIKE ROAD. FOR ADDITIONAL INFORMATION CONTACT AE3001'PAUL WALLA, ASPS, PHONE 501-756-2772. AE3001 AE3001 STATION RECOVERY (1998) AE3001 AE3001'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF) AE3001'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 AE3003 *********************************************************************** AE3003 CBN - This is a Cooperative Base Network Control Station. AE3003 DESIGNATION - PAGIS 2001 AE3003 PID - AE3003 AE3003 STATE/COUNTY- AR/PULASKI AE3003 USGS QUAD - SWEET HOME (1986) AE3003 AE3003 *CURRENT SURVEY CONTROL AE3003 ___________________________________________________________________ AE3003* NAD 83(1997)- 34 42 54.12832(N) 092 10 50.42291(W) ADJUSTED AE3003* NAVD 88 - 77.6 (meters) 255. (feet) GPS OBS AE3003 ___________________________________________________________________ AE3003 X - -199,710.697 (meters) COMP AE3003 Y - -5,244,736.051 (meters) COMP AE3003 Z - 3,611,954.832 (meters) COMP AE3003 LAPLACE CORR- 0.39 (seconds) DEFLEC99 AE3003 ELLIP HEIGHT- 51.03 (meters) (09/21/01) GPS OBS AE3003 GEOID HEIGHT- -26.57 (meters) GEOID03 AE3003 AE3003 HORZ ORDER - B AE3003 ELLP ORDER - FOURTH CLASS II AE3003 AE3003.The horizontal coordinates were established by GPS observations AE3003.and adjusted by the National Geodetic Survey in September 1997. AE3003 AE3003.The orthometric height was determined by GPS observations and a AE3003.high-resolution geoid model. AE3003 AE3003.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE3003 AE3003.The Laplace correction was computed from DEFLEC99 derived deflections. AE3003 AE3003.The ellipsoidal height was determined by GPS observations AE3003.and is referenced to NAD 83. AE3003 AE3003.The geoid height was determined by GEOID03. AE3003 AE3003; North East Units Scale Factor Converg. AE3003;SPC AR S - 627,210.792 383,449.907 MT 0.99998889 -0 06 04.0 AE3003;UTM 15 - 3,841,747.844 575,024.119 MT 0.99966937 +0 27 59.8 AE3003 AE3003! - Elev Factor x Scale Factor = Combined Factor AE3003!SPC AR S - 0.99999199 x 0.99998889 = 0.99998088 AE3003!UTM 15 - 0.99999199 x 0.99966937 = 0.99966136 AE3003 AE3003: Primary Azimuth Mark Grid Az AE3003:SPC AR S - PAGIS 1001 163 38 11.6 AE3003:UTM 15 - PAGIS 1001 163 04 07.8 AE3003 AE3003|---------------------------------------------------------------------| AE3003| PID Reference Object Distance Geod. Az | AE3003| dddmmss.s | AE3003| AE3001 PAGIS 1001 APPROX. 1.4 KM 1633207.6 | AE3003|---------------------------------------------------------------------| AE3003 AE3003 SUPERSEDED SURVEY CONTROL AE3003 AE3003 ELLIP H (09/19/97) 51.04 (m) GP( ) 4 1 AE3003 AE3003.Superseded values are not recommended for survey control. AE3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE3003.See file dsdata.txt to determine how the superseded data were derived. AE3003 AE3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU7502441748(NAD 83) AE3003_MARKER: DD = SURVEY DISK AE3003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE3003_STAMPING: PAGIS-2001 1990 GPS AE3003_MARK LOGO: AR2320 AE3003_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AE3003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE3003+STABILITY: SURFACE MOTION AE3003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE3003+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1997 AE3003 AE3003 HISTORY - Date Condition Report By AE3003 HISTORY - 1990 MONUMENTED AR2320 AE3003 HISTORY - 19970211 GOOD NGS AE3003 HISTORY - 19980801 GOOD NRCS AE3003 AE3003 STATION DESCRIPTION AE3003 AE3003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (MD) AE3003'TO REACH THE STATION FROM THE INTERSECTION OF FOURCHE DAM PIKE AND AE3003'LINDSEY DRIVE, GO EAST FOR APPROXIMATELY 0.50 MI (0.80 KM) ON LINDSEY AE3003'DRIVE. THE STATION IS ON TOP OF LEVEE ON THE SOUTHEAST SIDE OF AE3003'LINDSEY DRIVE, APPROXIMATELY 38.8 FT (11.8 M) FROM THE CENTERLINE OF AE3003'LINDSEY DRIVE, APPROXIMATELY 91.8 FEET (28.0 M) EAST OF THE EAST AE3003'ENTRANCE TO THE MID-CONTINENT FUEL COMPANY INC. (8401 LINDSEY). FOR AE3003'ADDITIONAL INFORMATION CONTACT PAUL WALLA, ASPS, PHONE 501-756-2772. AE3003 AE3003 STATION RECOVERY (1998) AE3003 AE3003'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF) AE3003'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 EJ1564 *********************************************************************** EJ1564 DESIGNATION - WPX EJ1564 PID - EJ1564 EJ1564 STATE/COUNTY- AR/PULASKI EJ1564 USGS QUAD - JACKSONVILLE (1987) EJ1564 EJ1564 *CURRENT SURVEY CONTROL EJ1564 ___________________________________________________________________ EJ1564* NAD 83(1986)- 34 46 57. (N) 092 06 17. (W) SCALED EJ1564* NAVD 88 - 74.351 (meters) 243.93 (feet) ADJUSTED EJ1564 ___________________________________________________________________ EJ1564 GEOID HEIGHT- -26.69 (meters) GEOID03 EJ1564 DYNAMIC HT - 74.283 (meters) 243.71 (feet) COMP EJ1564 MODELED GRAV- 979,709.2 (mgal) NAVD 88 EJ1564 EJ1564 VERT ORDER - FIRST CLASS II EJ1564 EJ1564.The horizontal coordinates were scaled from a topographic map and have EJ1564.an estimated accuracy of +/- 6 seconds. EJ1564 EJ1564.The orthometric height was determined by differential leveling EJ1564.and adjusted by the National Geodetic Survey in June 1991. EJ1564 EJ1564.The geoid height was determined by GEOID03. EJ1564 EJ1564.The dynamic height is computed by dividing the NAVD 88 EJ1564.geopotential number by the normal gravity value computed on the EJ1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EJ1564.degrees latitude (g = 980.6199 gals.). EJ1564 EJ1564.The modeled gravity was interpolated from observed gravity values. EJ1564 EJ1564; North East Units Estimated Accuracy EJ1564;SPC AR S - 634,690. 390,420. MT (+/- 180 meters Scaled) EJ1564 EJ1564 SUPERSEDED SURVEY CONTROL EJ1564 EJ1564 NGVD 29 (??/??/92) 74.385 (m) 244.04 (f) ADJ UNCH 1 2 EJ1564 EJ1564.Superseded values are not recommended for survey control. EJ1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EJ1564.See file dsdata.txt to determine how the superseded data were derived. EJ1564 EJ1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU819492(NAD 83) EJ1564_MARKER: DB = BENCH MARK DISK EJ1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EJ1564_STAMPING: W P X 1937 EJ1564_MAGNETIC: O = OTHER; SEE DESCRIPTION EJ1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EJ1564+STABILITY: SURFACE MOTION EJ1564 EJ1564 HISTORY - Date Condition Report By EJ1564 HISTORY - 1937 MONUMENTED ARGS EJ1564 HISTORY - 1967 GOOD NGS EJ1564 HISTORY - 19980801 POOR NRCS EJ1564 EJ1564 STATION DESCRIPTION EJ1564 EJ1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 EJ1564'8.8 MI E FROM NORTH LITTLE ROCK. EJ1564'THE MARK WAS RECOVERED IN GOOD CONDITION. IT IS 8.8 MILES EAST ALONG EJ1564'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM THE STATION IN EJ1564'NORTH LITTLE ROCK, 75 FEET SOUTHEAST OF THE CENTER OF DICK JETER ROAD, EJ1564'49 FEET WEST OF THE FIFTH POLE WEST OF MILEPOST 123, 33 FEET NORTH OF EJ1564'THE NORTH RAIL, 4 FEET WEST OF A FENCE, 1 FOOT SOUTHEAST OF A METAL EJ1564'WITNESS POST AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST FLUSH EJ1564'WITH THE GROUND SURFACE. EJ1564 EJ1564 STATION RECOVERY (1998) EJ1564 EJ1564'RECOVERY NOTE BY NATL RESOUR CONSERV 1998 (RHF) EJ1564'RECOVERED IN POOR CONDITION.