1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AG0251 *********************************************************************** AG0251 DESIGNATION - 390 FLHD AG0251 PID - AG0251 AG0251 STATE/COUNTY- FL/PINELLAS AG0251 USGS QUAD - ST PETERSBURG (1987) AG0251 AG0251 *CURRENT SURVEY CONTROL AG0251 ___________________________________________________________________ AG0251* NAD 83(1986)- 27 50 49. (N) 082 38 17. (W) SCALED AG0251* NAVD 88 - 1.741 (meters) 5.71 (feet) ADJUSTED AG0251 ___________________________________________________________________ AG0251 GEOID HEIGHT- -24.52 (meters) GEOID99 AG0251 DYNAMIC HT - 1.738 (meters) 5.70 (feet) COMP AG0251 MODELED GRAV- 979,180.1 (mgal) NAVD 88 AG0251 AG0251 VERT ORDER - SECOND CLASS II AG0251 AG0251.The horizontal coordinates were scaled from a topographic map and have AG0251.an estimated accuracy of +/- 6 seconds. AG0251 AG0251.The orthometric height was determined by differential leveling AG0251.and adjusted by the National Geodetic Survey in June 1991. AG0251 AG0251.The geoid height was determined by GEOID99. AG0251 AG0251.The dynamic height is computed by dividing the NAVD 88 AG0251.geopotential number by the normal gravity value computed on the AG0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0251.degrees latitude (g = 980.6199 gals.). AG0251 AG0251.The modeled gravity was interpolated from observed gravity values. AG0251 AG0251; North East Units Estimated Accuracy AG0251;SPC FL W - 389,410. 137,150. MT (+/- 180 meters Scaled) AG0251 AG0251 SUPERSEDED SURVEY CONTROL AG0251 AG0251 NGVD 29 (??/??/92) 2.002 (m) 6.57 (f) ADJ UNCH 2 2 AG0251 AG0251.Superseded values are not recommended for survey control. AG0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0251.See file dsdata.txt to determine how the superseded data were derived. AG0251 AG0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387813(NAD 83) AG0251_MARKER: DD = SURVEY DISK AG0251_SETTING: 30 = INLET AG0251_STAMPING: 390 AG0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0251 AG0251 HISTORY - Date Condition Report By AG0251 HISTORY - UNK MONUMENTED FLHD AG0251 HISTORY - 1976 GOOD NGS AG0251 HISTORY - 19990209 MARK NOT FOUND USPSQD AG0251 HISTORY - 20010331 MARK NOT FOUND NGS AG0251 HISTORY - 20031124 MARK NOT FOUND USPSQD AG0251 AG0251 STATION DESCRIPTION AG0251 AG0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0251'IN ST PETERSBURG. AG0251'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0251'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH ST. FOR 1.20 AG0251'MILES. STATION ON LEFT, 47.2 FT. EAST OF THE CENTERLINE OF 4TH ST. AG0251'N., 293.8 FT. SOUTH OF THE CENTERLINE OF 83RD AVE. N. SET IN TOP OF AG0251'CONCRETE INLET. SECTION 30, T 30, R 17. AG0251 AG0251 STATION RECOVERY (1999) AG0251 AG0251'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0251'MARK NOT FOUND. AG0251 AG0251 STATION RECOVERY (2001) AG0251 AG0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0251'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG0251 AG0251 STATION RECOVERY (2003) AG0251 AG0251'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB) AG0251'STREET WIDENED. NO INLET AT LOCATION DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AG0244 *********************************************************************** AG0244 DESIGNATION - 393 FLHD AG0244 PID - AG0244 AG0244 STATE/COUNTY- FL/PINELLAS AG0244 USGS QUAD - ST PETERSBURG (1987) AG0244 AG0244 *CURRENT SURVEY CONTROL AG0244 ___________________________________________________________________ AG0244* NAD 83(1986)- 27 50 13. (N) 082 38 17. (W) SCALED AG0244* NAVD 88 - 1.717 (meters) 5.63 (feet) ADJUSTED AG0244 ___________________________________________________________________ AG0244 GEOID HEIGHT- -24.50 (meters) GEOID99 AG0244 DYNAMIC HT - 1.714 (meters) 5.62 (feet) COMP AG0244 MODELED GRAV- 979,179.3 (mgal) NAVD 88 AG0244 AG0244 VERT ORDER - SECOND CLASS II AG0244 AG0244.The horizontal coordinates were scaled from a topographic map and have AG0244.an estimated accuracy of +/- 6 seconds. AG0244 AG0244.The orthometric height was determined by differential leveling AG0244.and adjusted by the National Geodetic Survey in June 1991. AG0244 AG0244.The geoid height was determined by GEOID99. AG0244 AG0244.The dynamic height is computed by dividing the NAVD 88 AG0244.geopotential number by the normal gravity value computed on the AG0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0244.degrees latitude (g = 980.6199 gals.). AG0244 AG0244.The modeled gravity was interpolated from observed gravity values. AG0244 AG0244; North East Units Estimated Accuracy AG0244;SPC FL W - 388,300. 137,150. MT (+/- 180 meters Scaled) AG0244 AG0244 SUPERSEDED SURVEY CONTROL AG0244 AG0244 NGVD 29 (??/??/92) 1.978 (m) 6.49 (f) ADJ UNCH 2 2 AG0244 AG0244.Superseded values are not recommended for survey control. AG0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0244.See file dsdata.txt to determine how the superseded data were derived. AG0244 AG0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386802(NAD 83) AG0244_MARKER: DD = SURVEY DISK AG0244_SETTING: 30 = INLET AG0244_STAMPING: 393 AG0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0244 AG0244 HISTORY - Date Condition Report By AG0244 HISTORY - UNK MONUMENTED FLHD AG0244 HISTORY - 1976 GOOD NGS AG0244 HISTORY - 19990209 MARK NOT FOUND USPSQD AG0244 HISTORY - 20010331 MARK NOT FOUND NGS AG0244 HISTORY - 20031124 MARK NOT FOUND USPSQD AG0244 AG0244 STATION DESCRIPTION AG0244 AG0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0244'IN ST PETERSBURG. AG0244'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0244'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH ST. FOR 1.90 AG0244'MILES TO THE INTERSECTION OF 72ND AVE. N. STATION ON LEFT, S.E. AG0244'CORNER, 48.4 FT. EAST OF THE CENTERLINE OF 4TH ST., 42.7 FT. SOUTH OF AG0244'THE EXTENDED CENTERLINE OF 72ND AVE. N. SET IN THE TOP OF A CONCRETE AG0244'INLET. SECTION 30, T 30, R 17. AG0244 AG0244 STATION RECOVERY (1999) AG0244 AG0244'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0244'MARK NOT FOUND. AG0244 AG0244 STATION RECOVERY (2001) AG0244 AG0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0244'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG0244 AG0244 STATION RECOVERY (2003) AG0244 AG0244'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB) AG0244'STREET WIDENED. NO INLET AT LOCATION DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AG7434 *********************************************************************** AG7434 TIDAL BM - This is a Tidal Bench Mark. AG7434 DESIGNATION - 872 6605 B TIDAL AG7434 PID - AG7434 AG7434 STATE/COUNTY- FL/PINELLAS AG7434 USGS QUAD - ST PETERSBURG (1987) AG7434 AG7434 *CURRENT SURVEY CONTROL AG7434 ___________________________________________________________________ AG7434* NAD 83(1986)- 27 50 50. (N) 082 37 46. (W) SCALED AG7434* NAVD 88 - 1.572 (meters) 5.16 (feet) ADJUSTED AG7434 ___________________________________________________________________ AG7434 GEOID HEIGHT- -24.53 (meters) GEOID99 AG7434 DYNAMIC HT - 1.570 (meters) 5.15 (feet) COMP AG7434 MODELED GRAV- 979,180.0 (mgal) NAVD 88 AG7434 AG7434 VERT ORDER - SECOND CLASS I AG7434 AG7434.The horizontal coordinates were scaled from a topographic map and have AG7434.an estimated accuracy of +/- 6 seconds. AG7434 AG7434.The orthometric height was determined by differential leveling AG7434.and adjusted by the National Geodetic Survey in June 1991. AG7434 AG7434.This Tidal Bench Mark is designated as VM 11290 AG7434.by the Center for Operational Oceanographic Products and Services. AG7434 AG7434.The geoid height was determined by GEOID99. AG7434 AG7434.The dynamic height is computed by dividing the NAVD 88 AG7434.geopotential number by the normal gravity value computed on the AG7434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7434.degrees latitude (g = 980.6199 gals.). AG7434 AG7434.The modeled gravity was interpolated from observed gravity values. AG7434 AG7434; North East Units Estimated Accuracy AG7434;SPC FL W - 389,440. 138,000. MT (+/- 180 meters Scaled) AG7434 AG7434 SUPERSEDED SURVEY CONTROL AG7434 AG7434 NGVD 29 (??/??/92) 1.833 (m) 6.01 (f) ADJ UNCH 2 1 AG7434 AG7434.Superseded values are not recommended for survey control. AG7434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7434.See file dsdata.txt to determine how the superseded data were derived. AG7434 AG7434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL395813(NAD 83) AG7434_MARKER: DJ = TIDAL STATION DISK AG7434_SETTING: 35 = CONCRETE STEP AG7434_STAMPING: 6605 B 1976 AG7434_MARK LOGO: NOS AG7434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7434+STABILITY: SURFACE MOTION AG7434 AG7434 HISTORY - Date Condition Report By AG7434 HISTORY - 1976 MONUMENTED NOS AG7434 HISTORY - 1982 GOOD FLDNR AG7434 HISTORY - 19990209 MARK NOT FOUND USPSQD AG7434 HISTORY - 20010331 MARK NOT FOUND NGS AG7434 HISTORY - 20031124 MARK NOT FOUND USPSQD AG7434 AG7434 STATION DESCRIPTION AG7434 AG7434'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7434'IN ST PETERSBURG. AG7434'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD) AG7434'AND 4TH STREET NORTH (STATE ROAD 686 AND U.S. 92 SOUTH), GO 1.15 AG7434'MILES SOUTH ON 4TH STREET TO 83RD AVENUE NORTH, GO 0.5 MILE AG7434'EAST ON 83RD AVENUE NORTH TO MACOMA DRIVE NORTH, GO 0.05 MILE AG7434'SOUTH ON MACOMA DRIVE NORTH TO THE RIO VISTA SCHOOL AND THE AG7434'MARK. THE MARK IS SET IN THE CONCRETE STEPS FOR THE FORMER AG7434'SCHOOL ENTRANCE, 48.3 FEET SOUTH OF THE NORTHWEST CORNER OF AG7434'THE BUILDING AND 83 FEET EAST-SOUTHEAST OF TRIANGULATION AG7434'STATION RIO 1973. AG7434'THE MARK IS 1 FT ABOVE GROUND. AG7434 AG7434 STATION RECOVERY (1999) AG7434 AG7434'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7434'MARK NOT FOUND. AG7434 AG7434 STATION RECOVERY (2001) AG7434 AG7434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7434'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG7434 AG7434 STATION RECOVERY (2003) AG7434 AG7434'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB) AG7434'. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AG5325 *********************************************************************** AG5325 DESIGNATION - C AG5325 PID - AG5325 AG5325 STATE/COUNTY- FL/PINELLAS AG5325 USGS QUAD - ST PETERSBURG (1987) AG5325 AG5325 *CURRENT SURVEY CONTROL AG5325 ___________________________________________________________________ AG5325* NAD 83(1986)- 27 50 37. (N) 082 38 19. (W) SCALED AG5325* NAVD 88 - 1.499 (meters) 4.92 (feet) ADJUSTED AG5325 ___________________________________________________________________ AG5325 GEOID HEIGHT- -24.51 (meters) GEOID99 AG5325 DYNAMIC HT - 1.497 (meters) 4.91 (feet) COMP AG5325 MODELED GRAV- 979,179.9 (mgal) NAVD 88 AG5325 AG5325 VERT ORDER - FIRST CLASS I AG5325 AG5325.The horizontal coordinates were scaled from a topographic map and have AG5325.an estimated accuracy of +/- 6 seconds. AG5325 AG5325.The orthometric height was determined by differential leveling AG5325.and adjusted by the National Geodetic Survey in June 1991. AG5325 AG5325.The geoid height was determined by GEOID99. AG5325 AG5325.The dynamic height is computed by dividing the NAVD 88 AG5325.geopotential number by the normal gravity value computed on the AG5325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5325.degrees latitude (g = 980.6199 gals.). AG5325 AG5325.The modeled gravity was interpolated from observed gravity values. AG5325 AG5325; North East Units Estimated Accuracy AG5325;SPC FL W - 389,040. 137,100. MT (+/- 180 meters Scaled) AG5325 AG5325 SUPERSEDED SURVEY CONTROL AG5325 AG5325 NGVD 29 (??/??/92) 1.761 (m) 5.78 (f) ADJ UNCH 1 1 AG5325 AG5325.Superseded values are not recommended for survey control. AG5325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5325.See file dsdata.txt to determine how the superseded data were derived. AG5325 AG5325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386809(NAD 83) AG5325_MARKER: DD = SURVEY DISK AG5325_SETTING: 30 = CULVERT AG5325_STAMPING: C AG5325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG5325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG5325+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003 AG5325 AG5325 HISTORY - Date Condition Report By AG5325 HISTORY - UNK MONUMENTED FLHD AG5325 HISTORY - 1966 GOOD NGS AG5325 HISTORY - 19990216 GOOD USPSQD AG5325 HISTORY - 20010331 GOOD NGS AG5325 HISTORY - 20031124 GOOD USPSQD AG5325 AG5325 STATION DESCRIPTION AG5325 AG5325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG5325'4.9 MI N FROM ST PETERSBURG. AG5325'ABOUT 4.9 MILES NORTH ALONG N. 4TH STREET FROM THE POST OFFICE AG5325'AT ST. PETERSBURG, ABOUT 55 YARDS NORTHWEST OF THE CENTER OF THE AG5325'JUNCTION OF 77TH AVENUE N., 11.7 FEET WEST OF THE WEST CURB OF AG5325'THE STREET, ABOUT 2 FEET BELOW THE LEVEL OF THE STREET AND IN THE AG5325'TOP 3.7 FEET SOUTH OF THE NORTH END OF THE WEST CONCRETE HEAD AG5325'WALL FOR A TRIPLE BOX CULVERT UNDER THE STREET. AG5325 AG5325 STATION RECOVERY (1999) AG5325 AG5325'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5325'RECOVERED IN GOOD CONDITION. AG5325 AG5325 STATION RECOVERY (2001) AG5325 AG5325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5325'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG5325 AG5325 STATION RECOVERY (2003) AG5325 AG5325'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB) AG5325'MARK IS STAMPED C AND 391. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AG5324 *********************************************************************** AG5324 DESIGNATION - D AG5324 PID - AG5324 AG5324 STATE/COUNTY- FL/PINELLAS AG5324 USGS QUAD - ST PETERSBURG (1987) AG5324 AG5324 *CURRENT SURVEY CONTROL AG5324 ___________________________________________________________________ AG5324* NAD 83(1986)- 27 50 09. (N) 082 38 18. (W) SCALED AG5324* NAVD 88 - 1.085 (meters) 3.56 (feet) ADJUSTED AG5324 ___________________________________________________________________ AG5324 GEOID HEIGHT- -24.50 (meters) GEOID99 AG5324 DYNAMIC HT - 1.083 (meters) 3.55 (feet) COMP AG5324 MODELED GRAV- 979,179.3 (mgal) NAVD 88 AG5324 AG5324 VERT ORDER - FIRST CLASS I AG5324 AG5324.The horizontal coordinates were scaled from a topographic map and have AG5324.an estimated accuracy of +/- 6 seconds. AG5324 AG5324.The orthometric height was determined by differential leveling AG5324.and adjusted by the National Geodetic Survey in June 1991. AG5324 AG5324.The geoid height was determined by GEOID99. AG5324 AG5324.The dynamic height is computed by dividing the NAVD 88 AG5324.geopotential number by the normal gravity value computed on the AG5324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5324.degrees latitude (g = 980.6199 gals.). AG5324 AG5324.The modeled gravity was interpolated from observed gravity values. AG5324 AG5324; North East Units Estimated Accuracy AG5324;SPC FL W - 388,180. 137,120. MT (+/- 180 meters Scaled) AG5324 AG5324 SUPERSEDED SURVEY CONTROL AG5324 AG5324 NGVD 29 (??/??/92) 1.347 (m) 4.42 (f) ADJ UNCH 1 1 AG5324 AG5324.Superseded values are not recommended for survey control. AG5324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5324.See file dsdata.txt to determine how the superseded data were derived. AG5324 AG5324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386800(NAD 83) AG5324_MARKER: DD = SURVEY DISK AG5324_SETTING: 30 = CULVERT AG5324_STAMPING: D AG5324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG5324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG5324+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003 AG5324 AG5324 HISTORY - Date Condition Report By AG5324 HISTORY - UNK MONUMENTED FLHD AG5324 HISTORY - 1966 GOOD NGS AG5324 HISTORY - 19990209 GOOD USPSQD AG5324 HISTORY - 20010331 GOOD NGS AG5324 HISTORY - 20031124 GOOD USPSQD AG5324 AG5324 STATION DESCRIPTION AG5324 AG5324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG5324'AT ST PETERSBURG. AG5324'AT ST. PETERSBURG, ABOUT 4.4 MILES NORTH ALONG N. 4TH STREET FROM AG5324'THE POST OFFICE, NEAR THE JUNCTION OF 70TH AVENUE N., 11.5 FEET AG5324'EAST OF THE EAST CURB OF THE STREET, ABOUT 2 FEET BELOW THE LEVEL AG5324'OF THE STREET AND IN THE TOP NEAR THE CENTER OF THE EAST CONCRETE AG5324'HEAD WALL FOR A 8-FOOT BOX CULVERT UNDER THE STREET. AG5324 AG5324 STATION RECOVERY (1999) AG5324 AG5324'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5324'RECOVERED IN GOOD CONDITION. AG5324 AG5324 STATION RECOVERY (2001) AG5324 AG5324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5324'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG5324 AG5324 STATION RECOVERY (2003) AG5324 AG5324'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB) AG5324'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AG0846 *********************************************************************** AG0846 TIDAL BM - This is a Tidal Bench Mark. AG0846 DESIGNATION - RIO AG0846 PID - AG0846 AG0846 STATE/COUNTY- FL/PINELLAS AG0846 USGS QUAD - ST PETERSBURG (1987) AG0846 AG0846 *CURRENT SURVEY CONTROL AG0846 ___________________________________________________________________ AG0846* NAD 83(1999)- 27 50 48.53237(N) 082 37 47.84171(W) ADJUSTED AG0846* NAVD 88 - 0.888 (meters) 2.91 (feet) ADJUSTED AG0846 ___________________________________________________________________ AG0846 X - 723,950.873 (meters) COMP AG0846 Y - -5,597,022.718 (meters) COMP AG0846 Z - 2,961,494.860 (meters) COMP AG0846 LAPLACE CORR- -1.85 (seconds) DEFLEC99 AG0846 ELLIP HEIGHT- -23.75 (meters) (05/29/03) GPS OBS AG0846 GEOID HEIGHT- -24.53 (meters) GEOID99 AG0846 DYNAMIC HT - 0.886 (meters) 2.91 (feet) COMP AG0846 MODELED GRAV- 979,179.9 (mgal) NAVD 88 AG0846 AG0846 HORZ ORDER - FIRST AG0846 VERT ORDER - SECOND CLASS I AG0846 ELLP ORDER - FOURTH CLASS II AG0846 AG0846.The horizontal coordinates were established by GPS observations AG0846.and adjusted by the National Geodetic Survey in May 2003. AG0846 AG0846.The orthometric height was determined by differential leveling AG0846.and adjusted by the National Geodetic Survey in June 1991. AG0846 AG0846.This Tidal Bench Mark is designated as VM 11291 AG0846.by the Center for Operational Oceanographic Products and Services. AG0846 AG0846.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG0846 AG0846.The Laplace correction was computed from DEFLEC99 derived deflections. AG0846 AG0846.The ellipsoidal height was determined by GPS observations AG0846.and is referenced to NAD 83. AG0846 AG0846.The geoid height was determined by GEOID99. AG0846 AG0846.The dynamic height is computed by dividing the NAVD 88 AG0846.geopotential number by the normal gravity value computed on the AG0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0846.degrees latitude (g = 980.6199 gals.). AG0846 AG0846.The modeled gravity was interpolated from observed gravity values. AG0846 AG0846; North East Units Scale Converg. AG0846;SPC FL W - 389,393.583 137,951.884 MT 0.99998868 -0 17 39.4 AG0846;UTM 17 - 3,081,299.999 339,500.261 MT 0.99991796 -0 45 41.5 AG0846 AG0846: Primary Azimuth Mark Grid Az AG0846:SPC FL W - BRIGHTWATER 158 09 20.6 AG0846:UTM 17 - BRIGHTWATER 158 37 22.7 AG0846 AG0846|---------------------------------------------------------------------| AG0846| PID Reference Object Distance Geod. Az | AG0846| dddmmss.s | AG0846| AG2145 ST PETERSBURG TV STA WLCY MAST APPROX. 3.0 KM 0244156.7 | AG0846| AG0865 RIO RM 3 80.808 METERS 02845 | AG0846| AG2092 ST PETERSBURG R STA WSUN N TWR APPROX. 5.2 KM 0481806.8 | AG0846| AG2093 ST PETERSBURG R STA WSUN S TWR APPROX. 5.2 KM 0501234.0 | AG0846| AG2113 WEEDON ISLAND FLA POWER CO STK APPROX. 3.3 KM 0611310.2 | AG0846| AG0863 RIO RM 1 27.257 METERS 06403 | AG0846| AG2146 BRIGHTWATER APPROX. 5.4 KM 1575141.2 | AG0846| AG0864 RIO RM 2 21.562 METERS 16807 | AG0846| AG2137 SNELL ISLE COUNTRY CLUB TANK APPROX. 5.6 KM 1703022.7 | AG0846| AG2189 ST PETERSBURG VINOY PARK HOTEL APPROX. 7.6 KM 1802128.9 | AG0846| AG2176 ST PETERSBURG 13TH AVE MUN TK APPROX. 6.9 KM 1883536.8 | AG0846| AG2235 ST PETERSBURG FIRST ASSY GOD APPROX. 3.7 KM 2372822.6 | AG0846| AG2218 ST PETERSBURG RAD STA WWBA MST APPROX. 4.4 KM 2441333.7 | AG0846| AG2206 ST PETERSBURG RAD STA WQYK MST APPROX. 3.1 KM 3580631.9 | AG0846|---------------------------------------------------------------------| AG0846 AG0846 SUPERSEDED SURVEY CONTROL AG0846 AG0846 NAD 83(1990)- 27 50 48.53079(N) 082 37 47.83986(W) AD( ) 1 AG0846 NAD 83(1986)- 27 50 48.53614(N) 082 37 47.85189(W) AD( ) 1 AG0846 NAD 27 - 27 50 47.44778(N) 082 37 48.49856(W) AD( ) 1 AG0846 NAVD 88 (05/29/03) 0.89 (m) 2.9 (f) LEVELING 3 AG0846 NGVD 29 (??/??/92) 1.149 (m) 3.77 (f) ADJ UNCH 2 1 AG0846 AG0846.Superseded values are not recommended for survey control. AG0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0846.See file dsdata.txt to determine how the superseded data were derived. AG0846 AG0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3950081300(NAD 83) AG0846_MARKER: DS = TRIANGULATION STATION DISK AG0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0846_STAMPING: RIO 1973 AG0846_MARK LOGO: NGS AG0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0846+STABILITY: SURFACE MOTION AG0846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0846+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003 AG0846 AG0846 HISTORY - Date Condition Report By AG0846 HISTORY - 1973 MONUMENTED NGS AG0846 HISTORY - 1976 GOOD NGS AG0846 HISTORY - 1982 GOOD FLDNR AG0846 HISTORY - 19990209 GOOD USPSQD AG0846 HISTORY - 20010331 GOOD NGS AG0846 HISTORY - 20031124 GOOD USPSQD AG0846 AG0846 STATION DESCRIPTION AG0846 AG0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AG0846'STATION IS ABOUT 5 MILES NORTH OF DOWNTOWN ST PETERSBURG, 4-3/4 AG0846'MILES EAST OF CENTER OF PINELLAS PARK, 1/2 MILE EAST OF THE AG0846'JUNCTION OF U.S. HIGHWAY 92 AND 83 AVENUE NORTH, JUST SOUTH OF AG0846'THE JUNCTION OF 83 AVENUE NORTH AND MACOMA DRIVE NORTHEAST AND AG0846'ON THE GROUNDS OF THE RIO VISTA ELEMENTARY SCHOOL. AG0846' AG0846'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 92 AND AG0846'STATE HIGHWAYS 686 AND 687 IN THE NORTH EDGE OF ST PETERSBURG, AG0846'GO SOUTH ON HIGHWAY 92 AND 687 FOR 1.15 MILES TO THE JUNCTION OF AG0846'83 AVENUE NORTH. TURN LEFT AND GO EAST ON 83 AVENUE NORTH FOR AG0846'0.55 MILE TO THE JUNCTION OF MACOMA DRIVE NORTHEAST. TURN AG0846'RIGHT AND GO SOUTH ON MACOMA DRIVE NORTHEAST FOR 0.05 MILE TO AG0846'THE RIO VISTA ELEMENTARY SCHOOL AND THE STATION ON THE LEFT AG0846'AS DESCRIBED. AG0846' AG0846'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS STAMPED AG0846'RIO 1973. THE SURFACE MARK IS SET IN A ROUND CONCRETE POST AG0846'FLUSH WITH THE GROUND. IT IS 100 FEET SOUTHWEST OF THE AG0846'NORTHWEST CORNER OF THE SMALLER OF 2 SCHOOL BUILDINGS, 58 FEET AG0846'WEST OF THE NORTHWEST CORNER OF THE TWO STORY SCHOOL BUILDING, AG0846'35 FEET EAST OF CENTER OF MACOMA DRIVE NORTHEAST, 18.5 FEET AG0846'NORTHWEST OF A PALM TREE AND 16 FEET EAST OF A PALM TREE. AG0846' AG0846'REFERENCE MARK 1, STAMPED RIO NO 1 1973, IS A STANDARD DISK AG0846'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A WALKWAY AG0846'AROUND THE SMALLER OF 2 SCHOOL BUILDINGS. IT IS 57.5 FEET AG0846'NORTHEAST OF THE NORTHWEST CORNER OF TWO STORY SCHOOL BUILDING AG0846'AND 11 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE SMALLER AG0846'SCHOOL BUILDING. AG0846' AG0846'REFERENCE MARK 2, STAMPED RIO NO 2 1973, IS A STANDARD DISK AG0846'CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION OF A FLAG AG0846'POLE. IT IS 62.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE AG0846'TWO STORY SCHOOL BUILDING, 49.5 FEET EAST OF CENTER OF MACOMA AG0846'DRIVE NORTHEAST AND 1.3 FEET NORTHWEST OF CENTER OF THE FLAG AG0846'POLE. AG0846' AG0846'REFERENCE MARK 3, STAMPED RIO NO 3 1973, IS A STANDARD DISK AG0846'CEMENTED IN A DRILL HOLE IN A CONCRETE WALKWAY LEADING TO THE AG0846'RIO VISTA PRESBYTERIAN CHURCH. IT IS 3.7 FEET WEST OF THE WEST AG0846'ENTRANCE TO THE CHURCH AND 0.5 FEET SOUTH OF THE NORTH EDGE OF AG0846'THE SIDEWALK. AG0846' AG0846'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. AG0846 AG0846 STATION RECOVERY (1976) AG0846 AG0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0846'IN ST PETERSBURG. AG0846'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0846'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH STREET FOR 1.15 AG0846'MILES TO THE INTERSECTION OF 83RD AVENUE N. TURN LEFT AND RUN AG0846'EASTERLY ON 83RD AVENUE N. FOR 0.50 TO THE INTERSECTION OF MACOMA CR. AG0846'N., TURN RIGHT AND RUN SOUTHERLY ON MACOMA DR. N. FOR 0.05 MILE. AG0846'STATION ON LEFT, 35.0 FT. EAST OF THE CENTERLINE OF MACOMA DR. N., AG0846'114.0 FT. SOUTH OF THE EXTENDED CENTERLINE OF 82ND AVE. N., 57.9 FT. AG0846'W.N.W. OF THE N.W. CORNER OF A TWO STORY CONCRETE BLOCK SCHOOL AG0846'BUILDING (RIO VISTA), 106.7 FT. EAST OF THE N.E. CORNER OF A SINGLE AG0846'STORY BLOCK HOUSE (8118 MACOMA DR. N.). SET IN THE TOP OF A CONCRETE AG0846'POST THAT IS SET FLUSH WITH THE GROUND. SECTION 29, T 30, R 17. AG0846 AG0846 STATION RECOVERY (1982) AG0846 AG0846'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG0846'RECOVERED IN GOOD CONDITION. AG0846 AG0846 STATION RECOVERY (1999) AG0846 AG0846'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0846'RECOVERED IN GOOD CONDITION. AG0846 AG0846 STATION RECOVERY (2001) AG0846 AG0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0846'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG0846 AG0846 STATION RECOVERY (2003) AG0846 AG0846'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB) AG0846'. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AG0851 *********************************************************************** AG0851 DESIGNATION - RIO D AG0851 PID - AG0851 AG0851 STATE/COUNTY- FL/PINELLAS AG0851 USGS QUAD - ST PETERSBURG (1987) AG0851 AG0851 *CURRENT SURVEY CONTROL AG0851 ___________________________________________________________________ AG0851* NAD 83(1990)- 27 50 34.82869(N) 082 38 05.73648(W) ADJUSTED AG0851* NAVD 88 - 1.274 (meters) 4.18 (feet) ADJUSTED AG0851 ___________________________________________________________________ AG0851 LAPLACE CORR- -1.88 (seconds) DEFLEC99 AG0851 GEOID HEIGHT- -24.51 (meters) GEOID99 AG0851 DYNAMIC HT - 1.272 (meters) 4.17 (feet) COMP AG0851 MODELED GRAV- 979,179.8 (mgal) NAVD 88 AG0851 AG0851 HORZ ORDER - SECOND AG0851 VERT ORDER - SECOND CLASS II AG0851 AG0851.The horizontal coordinates were established by classical geodetic methods AG0851.and adjusted by the National Geodetic Survey in May 1991. AG0851 AG0851.The orthometric height was determined by differential leveling AG0851.and adjusted by the National Geodetic Survey in June 1991. AG0851 AG0851.The Laplace correction was computed from DEFLEC99 derived deflections. AG0851 AG0851.The geoid height was determined by GEOID99. AG0851 AG0851.The dynamic height is computed by dividing the NAVD 88 AG0851.geopotential number by the normal gravity value computed on the AG0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0851.degrees latitude (g = 980.6199 gals.). AG0851 AG0851.The modeled gravity was interpolated from observed gravity values. AG0851 AG0851; North East Units Scale Converg. AG0851;SPC FL W - 388,974.284 137,460.089 MT 0.99998943 -0 17 47.6 AG0851;UTM 17 - 3,080,884.753 339,005.097 MT 0.99991993 -0 45 49.5 AG0851 AG0851|---------------------------------------------------------------------| AG0851| PID Reference Object Distance Geod. Az | AG0851| dddmmss.s | AG0851| AG2092 ST PETERSBURG R STA WSUN N TWR APPROX. 5.8 KM 0482421.8 | AG0851| AG2093 ST PETERSBURG R STA WSUN S TWR APPROX. 5.8 KM 0500606.8 | AG0851| AG2250 RIO D PT A 8.961 METERS 09253 | AG0851| AG0853 RIO E AZ MK 1 356.526 METERS 26144 | AG0851|---------------------------------------------------------------------| AG0851 AG0851 SUPERSEDED SURVEY CONTROL AG0851 AG0851 NAD 83(1986)- 27 50 34.83407(N) 082 38 05.74846(W) AD( ) 2 AG0851 NAD 27 - 27 50 33.74514(N) 082 38 06.39480(W) AD( ) 2 AG0851 NGVD 29 (??/??/92) 1.535 (m) 5.04 (f) ADJ UNCH 2 2 AG0851 AG0851.Superseded values are not recommended for survey control. AG0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0851.See file dsdata.txt to determine how the superseded data were derived. AG0851 AG0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3900580885(NAD 83) AG0851_MARKER: DD = SURVEY DISK AG0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0851_STAMPING: RIO D AG0851_MARK LOGO: FL-103 AG0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0851+STABILITY: SURFACE MOTION AG0851 AG0851 HISTORY - Date Condition Report By AG0851 HISTORY - 1973 MONUMENTED FL-103 AG0851 HISTORY - 1976 GOOD NGS AG0851 HISTORY - 19990209 MARK NOT FOUND USPSQD AG0851 HISTORY - 20010331 MARK NOT FOUND NGS AG0851 HISTORY - 20031124 MARK NOT FOUND USPSQD AG0851 AG0851 STATION DESCRIPTION AG0851 AG0851'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG0851'LOCATED IN THE NORTHEAST SECTION OF ST. PETERSBURG ABOUT 1/4 MILE AG0851'SOUTHWEST OF RIO VISTA ELEMENTARY SCHOOL. AG0851' AG0851'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 92 (4TH STREET N) WITH AG0851'GANDY BOULEVARD AND ROOSEVELT BOULEVARD ABOUT 4 MILES SOUTHEAST OF AG0851'ST. PETERSBURG-CLEARWATER INTERNATIONAL AIRPORT, GO SOUTH ON AG0851'U.S. HIGHWAY 92 (4TH STREET N) FOR 1.4 MILES TO 78TH AVENUE AG0851'N. TURN LEFT AND GO EAST ON 78TH AVENUE N FOR 0.2 MILE TO AG0851'STATION ON RIGHT, JUST WEST OF 1ST STREET NE AS DESCRIBED. AG0851' AG0851'BRONZE DISK STAMPED RIO-D SET IN THE TOP OF A 12 INCH DIAMETER AG0851'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. THE AG0851'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES AG0851'BELOW THE GROUND SURFACE. IT IS ABOUT 74 FEET SOUTH OF THE AG0851'SOUTHEAST CORNER OF RESIDENCE NUMBER 101, 41.5 FEET SOUTHWEST OF AG0851'POWER POLE NUMBER 1A-44413, 33 FEET WEST OF TELEPHONE POLE AG0851'NUMBER 100, 13 FEET SOUTH OF THE CENTER OF 78TH AVENUE N AG0851'PAVEMENT, AND 1 FOOT SOUTH OF THE BACK OF CURB. AG0851' AG0851'RIO-E AZIMUTH MARK 1 IS LOCATED AT THE SOUTHEAST CORNER OF 4TH AG0851'STREET N AND 78TH AVENUE N. AS DESCRIBED. AG0851' AG0851'BRONZE DISK STAMPED RIO-E AZ. 1 SET IN THE TOP OF A 12 INCH AG0851'DIAMETER ROUND CONCRETE MONUMENT THAT IS 2 INCHES ABOVE THE AG0851'GROUND. IT IS ABOUT 27 FEET NORTHEAST OF A TRAFFIC CONTROL BOX, AG0851'24 FEET WEST OF TELEPHONE POLE NUMBER 398, 3.5 FEET SOUTHEAST OF AG0851'CURB, 67 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 1-88439 AND 20 AG0851'FEET SOUTH OF THE CENTER OF 78TH AVENUE N PAVEMENT. AG0851' AG0851'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0851 AG0851 STATION RECOVERY (1976) AG0851 AG0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0851'IN ST PETERSBURG. AG0851'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0851'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH ST. FOR 1.50 AG0851'MILES, TO THE INTERSECTION OF 78TH AVE. N. TURN LEFT AND RUN EASTERLY AG0851'ON 78TH AVE. N. FOR 0.25 MILE. STATION ON RIGHT, S.W. CORNER, 13.2 AG0851'FT. SOUTH OF THE CENTERLINE OF 78TH AVE. N., 90.4 FT. WEST OF THE AG0851'CENTERLINE OF 1ST ST. N., 73.7 FT. S.S.E. OF THE S.E. CORNER OF A AG0851'SIGNLE STORY CONCRETE BLOCK HOUSE (101 78TH AVE. N.), 42.7 FT. S.S.W. AG0851'OF A POWER POLE (NUMBER 1A-44413), 1.4 FT. SOUTH OF THE BACK OF CURB. AG0851'SET IN THE TOP OF A CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND. AG0851'SECTION 30, T 30, R 17. AG0851 AG0851 STATION RECOVERY (1999) AG0851 AG0851'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0851'MARK NOT FOUND. AG0851 AG0851 STATION RECOVERY (2001) AG0851 AG0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0851'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG0851 AG0851 STATION RECOVERY (2003) AG0851 AG0851'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB) AG0851'. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AG0852 *********************************************************************** AG0852 DESIGNATION - RIO E AG0852 PID - AG0852 AG0852 STATE/COUNTY- FL/PINELLAS AG0852 USGS QUAD - ST PETERSBURG (1987) AG0852 AG0852 *CURRENT SURVEY CONTROL AG0852 ___________________________________________________________________ AG0852* NAD 83(1990)- 27 50 55.57681(N) 082 38 19.98647(W) ADJUSTED AG0852* NAVD 88 - 1.700 (meters) 5.58 (feet) ADJUSTED AG0852 ___________________________________________________________________ AG0852 LAPLACE CORR- -1.86 (seconds) DEFLEC99 AG0852 GEOID HEIGHT- -24.52 (meters) GEOID99 AG0852 DYNAMIC HT - 1.698 (meters) 5.57 (feet) COMP AG0852 MODELED GRAV- 979,180.2 (mgal) NAVD 88 AG0852 AG0852 HORZ ORDER - SECOND AG0852 VERT ORDER - SECOND CLASS II AG0852 AG0852.The horizontal coordinates were established by classical geodetic methods AG0852.and adjusted by the National Geodetic Survey in May 1991. AG0852 AG0852.The orthometric height was determined by differential leveling AG0852.and adjusted by the National Geodetic Survey in June 1991. AG0852 AG0852.The Laplace correction was computed from DEFLEC99 derived deflections. AG0852 AG0852.The geoid height was determined by GEOID99. AG0852 AG0852.The dynamic height is computed by dividing the NAVD 88 AG0852.geopotential number by the normal gravity value computed on the AG0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0852.degrees latitude (g = 980.6199 gals.). AG0852 AG0852.The modeled gravity was interpolated from observed gravity values. AG0852 AG0852; North East Units Scale Converg. AG0852;SPC FL W - 389,614.972 137,073.513 MT 0.99999003 -0 17 54.4 AG0852;UTM 17 - 3,081,528.528 338,623.785 MT 0.99992144 -0 45 56.7 AG0852 AG0852: Primary Azimuth Mark Grid Az AG0852:SPC FL W - RIO E AZ MK 1 177 13 16.8 AG0852:UTM 17 - RIO E AZ MK 1 177 41 19.1 AG0852 AG0852|---------------------------------------------------------------------| AG0852| PID Reference Object Distance Geod. Az | AG0852| dddmmss.s | AG0852| AG0854 RIO E AZ MK 2 APPROX. 0.5 KM 0033022.7 | AG0852| AG0853 RIO E AZ MK 1 APPROX. 0.7 KM 1765522.4 | AG0852| AG2252 RIO E PT A 14.202 METERS 22713 | AG0852|---------------------------------------------------------------------| AG0852 AG0852 SUPERSEDED SURVEY CONTROL AG0852 AG0852 NAD 83(1986)- 27 50 55.58227(N) 082 38 19.99840(W) AD( ) 2 AG0852 NAD 27 - 27 50 54.49441(N) 082 38 20.64452(W) AD( ) 2 AG0852 NGVD 29 (??/??/92) 1.961 (m) 6.43 (f) ADJ UNCH 2 2 AG0852 AG0852.Superseded values are not recommended for survey control. AG0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0852.See file dsdata.txt to determine how the superseded data were derived. AG0852 AG0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3862481529(NAD 83) AG0852_MARKER: DD = SURVEY DISK AG0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0852_STAMPING: RIO E AG0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0852+STABILITY: SURFACE MOTION AG0852 AG0852 HISTORY - Date Condition Report By AG0852 HISTORY - 1973 MONUMENTED FL-103 AG0852 HISTORY - 1976 GOOD NGS AG0852 HISTORY - 1983 GOOD USPSQD AG0852 HISTORY - 19990216 MARK NOT FOUND USPSQD AG0852 HISTORY - 20010331 MARK NOT FOUND NGS AG0852 HISTORY - 20031124 MARK NOT FOUND USPSQD AG0852 AG0852 STATION DESCRIPTION AG0852 AG0852'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG0852'LOCATED IN THE NORTHWEST SECTION OF ST. PETERSBURG, ABOUT A AG0852'MILE WEST OF RIVIERA BAY. AG0852' AG0852'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 92(4TH STREET N) AG0852'WITH GANDY BOULEVARD AND ROOSEVELT BOULEVARD ABOUT 4 MILES AG0852'SOUTHEAST OF THE ST. PETERSBURG-CLEARWATER INTERNATIONAL AG0852'AIRPORT, GO SOUTH ON U.S. HIGHWAY 92(4TH STREET N) FOR 0.8 MILE AG0852'TO 89TH AVENUE N AND AZIMUTH MARK-2 AT THE NORTHEAST CORNER OF AG0852'THE INTERSECTION. CONTINUE SOUTH ON 4TH STREET N FOR 0.3 MILE AG0852'TO STATION ON RIGHT, JUST SOUTH OF THE LA CITA HOTEL AS AG0852'DESCRIBED. AG0852' AG0852'BRONZE DISK STAMPED RIO-E SET IN THE TOP OF A 12 INCH DIAMETER AG0852'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. THE AG0852'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 AG0852'INCHES BELOW THE GROUND SURFACE. IT IS ABOUT 77 FEET NORTH OF AG0852'A 16 INCH PALM TREE, 50 FEET SOUTHWEST OF DBL METAL LIGHT AG0852'POLE IN THE MEDIAN, 23 FEET WEST OF THE CENTER OF SOUTHBOUND AG0852'PAVEMENT OF 4TH STREET N, 10 FEET SOUTHEAST OF THE SOUTHEAST AG0852'CORNER OF LA CITA HOTEL AND 0.5 FEET WEST OF CURB. AG0852' AG0852'AZIMUTH MARK 1 IS LOCATED AT THE SOUTHEAST CORNER OF 78TH AG0852'AVENUE N AND 4TH STREET N AS DESCRIBED. AG0852' AG0852'BRONZE DISK STAMPED RIO-E AZ.1 SET IN THE TOP OF A 12 INCH AG0852'DIAMETER ROUND CONCRETE MONUMENT THAT IS 2 INCHES ABOVE THE AG0852'GROUND. IT IS ABOUT 27 FEET NORTHEAST OF A TRAFFIC CONTROL AG0852'BOX, 24 FEET WEST OF TELEPHONE POLE NUMBER 398, 3.5 FEET AG0852'SOUTHEAST OF CURB, 67 FEET SOUTHWEST OF TELEPHONE POLE NUMBER AG0852'1-88439 AND 20 FEET SOUTH OF 78TH AVENUE N PAVEMENT. AG0852' AG0852'AZIMUTH MARK 2 IS A BRONZE DISK STAMPED RIO-E AZ.2 SET IN THE AG0852'TOP OF A 12 INCH DIAMETER ROUND CONCRETE MONUMENT THAT IS AG0852'FLUSH WITH THE GROUND. IT IS ABOUT 64 FEET EAST OF THE CENTER AG0852'OF 4TH STREET N PAVEMENT, 53 FEET NORTHWEST OF A TELEPHONE AG0852'POLE AT THE SOUTHEAST CORNER OF THE INTERSECTION, 34.5 FEET AG0852'WEST OF A 24 INCH PINE TREE, 27 FEET NORTH OF THE CENTER OF AG0852'89TH AVENUE N PAVEMENT, AND 19 FEET SOUTHWEST OF A FIRE AG0852'HYDRANT. AG0852' AG0852'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0852 AG0852 STATION RECOVERY (1976) AG0852 AG0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0852'IN ST PETERSBURG. AG0852'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0852'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH STREET FOR 1.10 AG0852'MILES. STATION ON RIGHT, 47.0 FT. N.W. OF THE CENTERLINE OF 4TH AG0852'STREET, 442.0 FT. NORTH OF THE CENTERLINE OF 83RD AVE. N., 80.8 FT. AG0852'NORTH OF A LIGHT POLE (NO NUMBER), 9.9 FT. S.E. OF THE S.E. CORNER OF AG0852'A BUILDING (8424 4TH ST., LA CITA MOTEL), 0.5 FT. WEST OF THE BACK OF AG0852'CURB. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE AG0852'GROUND. SECTION 30, T 30, R 17. AG0852 AG0852 STATION RECOVERY (1983) AG0852 AG0852'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0852'RECOVERED IN GOOD CONDITION. AG0852 AG0852 STATION RECOVERY (1999) AG0852 AG0852'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0852'MARK NOT FOUND. AG0852 AG0852 STATION RECOVERY (2001) AG0852 AG0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0852'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG0852 AG0852 STATION RECOVERY (2003) AG0852 AG0852'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB) AG0852'STREET WIDENED. NEW SIDEWALK. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AG0855 *********************************************************************** AG0855 DESIGNATION - RIO F AG0855 PID - AG0855 AG0855 STATE/COUNTY- FL/PINELLAS AG0855 USGS QUAD - ST PETERSBURG (1987) AG0855 AG0855 *CURRENT SURVEY CONTROL AG0855 ___________________________________________________________________ AG0855* NAD 83(1990)- 27 50 19.74217(N) 082 38 19.87518(W) ADJUSTED AG0855* NAVD 88 - 1.755 (meters) 5.76 (feet) ADJUSTED AG0855 ___________________________________________________________________ AG0855 LAPLACE CORR- -1.89 (seconds) DEFLEC99 AG0855 GEOID HEIGHT- -24.50 (meters) GEOID99 AG0855 DYNAMIC HT - 1.752 (meters) 5.75 (feet) COMP AG0855 MODELED GRAV- 979,179.5 (mgal) NAVD 88 AG0855 AG0855 HORZ ORDER - SECOND AG0855 VERT ORDER - SECOND CLASS II AG0855 AG0855.The horizontal coordinates were established by classical geodetic methods AG0855.and adjusted by the National Geodetic Survey in May 1991. AG0855 AG0855.The orthometric height was determined by differential leveling AG0855.and adjusted by the National Geodetic Survey in June 1991. AG0855 AG0855.The Laplace correction was computed from DEFLEC99 derived deflections. AG0855 AG0855.The geoid height was determined by GEOID99. AG0855 AG0855.The dynamic height is computed by dividing the NAVD 88 AG0855.geopotential number by the normal gravity value computed on the AG0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0855.degrees latitude (g = 980.6199 gals.). AG0855 AG0855.The modeled gravity was interpolated from observed gravity values. AG0855 AG0855; North East Units Scale Converg. AG0855;SPC FL W - 388,511.903 137,070.813 MT 0.99999004 -0 17 54.0 AG0855;UTM 17 - 3,080,425.594 338,612.091 MT 0.99992149 -0 45 55.8 AG0855 AG0855: Primary Azimuth Mark Grid Az AG0855:SPC FL W - RIO G 178 33 14.0 AG0855:UTM 17 - RIO G 179 01 15.8 AG0855 AG0855|---------------------------------------------------------------------| AG0855| PID Reference Object Distance Geod. Az | AG0855| dddmmss.s | AG0855| AG0853 RIO E AZ MK 1 414.542 METERS 0044239.4 | AG0855| AG0856 RIO G APPROX. 1.2 KM 1781520.0 | AG0855|---------------------------------------------------------------------| AG0855 AG0855 SUPERSEDED SURVEY CONTROL AG0855 AG0855 NAD 83(1986)- 27 50 19.74753(N) 082 38 19.88721(W) AD( ) 2 AG0855 NAD 27 - 27 50 18.65784(N) 082 38 20.53355(W) AD( ) 2 AG0855 NGVD 29 (??/??/92) 2.017 (m) 6.62 (f) ADJ UNCH 2 2 AG0855 AG0855.Superseded values are not recommended for survey control. AG0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0855.See file dsdata.txt to determine how the superseded data were derived. AG0855 AG0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3861280426(NAD 83) AG0855_MARKER: DD = SURVEY DISK AG0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0855_STAMPING: RIO F AG0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0855+STABILITY: SURFACE MOTION AG0855 AG0855 HISTORY - Date Condition Report By AG0855 HISTORY - 1976 MONUMENTED FL-103 AG0855 HISTORY - 1976 GOOD NGS AG0855 HISTORY - 1983 GOOD USPSQD AG0855 HISTORY - 1983 GOOD USPSQD AG0855 HISTORY - 19990216 MARK NOT FOUND USPSQD AG0855 HISTORY - 20010331 MARK NOT FOUND NGS AG0855 HISTORY - 20031124 MARK NOT FOUND USPSQD AG0855 AG0855 STATION DESCRIPTION AG0855 AG0855'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0855'THE STATION IS LOCATED IN THE NORTHEAST PORTION OF THE CITY OF AG0855'CLEARWATER, ABOUT 1.0 MILE WEST OF RIVIERA BAY, IN SECTION 30, AG0855'TOWNSHIP 30 SOUTH, RANGE 17 EAST. AG0855' AG0855'TO REACH FROM THE JUNCTION OF STATE ROAD 687 (4TH STREET N.), AG0855'STATE ROUTE 686 (ROOSEVELT BOULEVARD) AND STATE ROUTE 600 (GANDY AG0855'BOULEVARD) GO SOUTH ON 4TH STREET N. FOR 1.80 MILES TO THE AG0855'INTERSECTION OF 73RD AVENUE N. AND THE STATION IN THE SOUTHWEST AG0855'CORNER OF THE INTERSECTION AS DESCRIBED. AG0855' AG0855'BRONZE DISK STAMPED RIO F SET IN TOP OF A 12 INCH DIAMETER AG0855'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0855' AG0855'IT IS 40.0 FEET SOUTH OF THE CENTER OF 73RD AVENUE N., 25.8 AG0855'FEET WEST OF CENTER OF THE SOUTHBOUND LANES OF 4TH STREET N., AG0855'20.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CURB. AG0855' AG0855'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER. AG0855 AG0855 STATION RECOVERY (1976) AG0855 AG0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0855'IN ST PETERSBURG. AG0855'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0855'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH ST. FOR 1.75 AG0855'MILES TO THE INTERSECTION OF 73RD AVE. N. STATION ON RIGHT, S.W. AG0855'CORNER, 56.0 FT. WEST OF THE CENTERLINE OF 4TH ST., 39.4 FT. SOUTH OF AG0855'THE CENTERLINE OF 73RD AVE. N., 130.2 FT. E.S.E. OF A WOODEN POWER AND AG0855'LIGHT POLE (NUMBER 109861), 62.6 FT. N.N.E. OF THE N.E. CORNER OF A 1 AG0855'STORY CONCRETE BLOCK BUILDING WITH WOOD FACING (7292 4TH ST.), 3.0 FT. AG0855'W.S.W. OF THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS AG0855'FLUSH WITH THE GROUND. SECTION 30, T 30, R 17. AG0855 AG0855 STATION RECOVERY (1983) AG0855 AG0855'RECOVERY NOTE BY US POWER SQUADRON 1983 (GGH) AG0855'RIO F MARKER RECOVERED AND IN GOOD CONDITION - ALL LOCATION AG0855'REFERENCE POINTS ARE VALID - MARKER COVERED WITH 3 INCHES SOIL. AG0855 AG0855 STATION RECOVERY (1983) AG0855 AG0855'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0855'RECOVERED IN GOOD CONDITION. AG0855 AG0855 STATION RECOVERY (1999) AG0855 AG0855'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0855'MARK NOT FOUND. AG0855 AG0855 STATION RECOVERY (2001) AG0855 AG0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0855'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG0855 AG0855 STATION RECOVERY (2003) AG0855 AG0855'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB) AG0855'STREET WIDENED. NEW SIDEWALK. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AG0856 *********************************************************************** AG0856 DESIGNATION - RIO G AG0856 PID - AG0856 AG0856 STATE/COUNTY- FL/PINELLAS AG0856 USGS QUAD - ST PETERSBURG (1987) AG0856 AG0856 *CURRENT SURVEY CONTROL AG0856 ___________________________________________________________________ AG0856* NAD 83(1990)- 27 49 41.90979(N) 082 38 18.57912(W) ADJUSTED AG0856* NAVD 88 - 1.965 (meters) 6.45 (feet) ADJUSTED AG0856 ___________________________________________________________________ AG0856 LAPLACE CORR- -1.93 (seconds) DEFLEC99 AG0856 GEOID HEIGHT- -24.48 (meters) GEOID99 AG0856 DYNAMIC HT - 1.962 (meters) 6.44 (feet) COMP AG0856 MODELED GRAV- 979,178.7 (mgal) NAVD 88 AG0856 AG0856 HORZ ORDER - SECOND AG0856 VERT ORDER - SECOND CLASS II AG0856 AG0856.The horizontal coordinates were established by classical geodetic methods AG0856.and adjusted by the National Geodetic Survey in May 1991. AG0856 AG0856.The orthometric height was determined by differential leveling AG0856.and adjusted by the National Geodetic Survey in June 1991. AG0856 AG0856.The Laplace correction was computed from DEFLEC99 derived deflections. AG0856 AG0856.The geoid height was determined by GEOID99. AG0856 AG0856.The dynamic height is computed by dividing the NAVD 88 AG0856.geopotential number by the normal gravity value computed on the AG0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0856.degrees latitude (g = 980.6199 gals.). AG0856 AG0856.The modeled gravity was interpolated from observed gravity values. AG0856 AG0856; North East Units Scale Converg. AG0856;SPC FL W - 387,347.173 137,100.217 MT 0.99998999 -0 17 53.1 AG0856;UTM 17 - 3,079,260.742 338,631.999 MT 0.99992141 -0 45 54.2 AG0856 AG0856: Primary Azimuth Mark Grid Az AG0856:SPC FL W - RIO H 087 53 55.6 AG0856:UTM 17 - RIO H 088 21 56.7 AG0856 AG0856|---------------------------------------------------------------------| AG0856| PID Reference Object Distance Geod. Az | AG0856| dddmmss.s | AG0856| AG0857 RIO H APPROX. 0.7 KM 0873602.5 | AG0856|---------------------------------------------------------------------| AG0856 AG0856 SUPERSEDED SURVEY CONTROL AG0856 AG0856 NAD 83(1986)- 27 49 41.91511(N) 082 38 18.59120(W) AD( ) 2 AG0856 NAD 27 - 27 49 40.82378(N) 082 38 19.23746(W) AD( ) 2 AG0856 NGVD 29 (??/??/92) 2.228 (m) 7.31 (f) ADJ UNCH 2 2 AG0856 AG0856.Superseded values are not recommended for survey control. AG0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0856.See file dsdata.txt to determine how the superseded data were derived. AG0856 AG0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3863279261(NAD 83) AG0856_MARKER: DD = SURVEY DISK AG0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0856_STAMPING: RIO G AG0856_MARK LOGO: FL-103 AG0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0856+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003 AG0856 AG0856 HISTORY - Date Condition Report By AG0856 HISTORY - 1976 MONUMENTED FL-103 AG0856 HISTORY - 1976 GOOD NGS AG0856 HISTORY - 1977 GOOD FL-103 AG0856 HISTORY - 1983 GOOD USPSQD AG0856 HISTORY - 1990 MARK NOT FOUND USPSQD AG0856 HISTORY - 19990209 GOOD USPSQD AG0856 HISTORY - 20010331 GOOD NGS AG0856 HISTORY - 20031124 GOOD USPSQD AG0856 AG0856 STATION DESCRIPTION AG0856 AG0856'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0856'SECTION 31, TOWNSHIP 30 SOUTH, RANGE 17 EAST. AG0856' AG0856'TO REACH FROM THE JUNCTION OF STATE ROAD 687 (4TH STREET N.) AG0856'STATE ROUTE 686 (ROOSEVELT BOULEVARD) AND STATE ROUTE 600 (GANDY AG0856'BOULEVARD) GO SOUTH ON 4TH STREET N. FOR 2.50 MILES TO THE AG0856'INTERSECTION OF 62ND AVENUE N. AND THE STATION IN THE SOUTHEAST AG0856'CORNER OF THE INTERSECTION AS DESCRIBED. AG0856' AG0856'BRONZE DISK STAMPED RIO G SET IN TOP OF A 12 INCH DIAMETER ROUND AG0856'CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0856' AG0856'IT IS 44.8 FEET SOUTH OF THE CENTER OF THE EASTBOUND LANE OF AG0856'62ND AVENUE N., 26.9 FEET EAST OF THE CENTER OF THE NORTHBOUND AG0856'LANES OF 4TH STREET N., 25.7 FEET SOUTHWEST OF A CONCRETE TRAFFIC AG0856'LIGHT POLE. AG0856' AG0856'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0856 AG0856 STATION RECOVERY (1976) AG0856 AG0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0856'IN ST PETERSBURG. AG0856'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0856'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH ST. FOR 2.50 AG0856'MILES TO THE INTERSECTION OF 62ND AVE. N., STATION ON LEFT, S.E. AG0856'CORNER, 55.0 FT. EAST OF THE CENTERLINE OF 4TH ST., 59.7 FT. SOUTH OF AG0856'THE CENTERLINE OF 62ND AVE. N., 25.8 FT. S.S.W. OF A CONCRETE SIGNAL AG0856'LIGHT POLE (NUMBER 101312), 15.6 FT. SOUTH OF THE BACK OF SIDEWALK, AG0856'7.0 FT. EAST OF THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST AG0856'THAT IS FLUSH WITH THE GROUND. SECTION 31, T 30, R 17. AG0856 AG0856 STATION RECOVERY (1977) AG0856 AG0856'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977 AG0856'RECOVERED IN GOOD CONDITION. AG0856 AG0856 STATION RECOVERY (1983) AG0856 AG0856'RECOVERY NOTE BY US POWER SQUADRON 1983 (GGH) AG0856'RIO G MARK RECOVERED AND IN GOOD CONDITION - ALL LOCATION REFERENCE AG0856'POINTS ARE VALID. AG0856 AG0856 STATION RECOVERY (1990) AG0856 AG0856'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJD) AG0856'MARK NOT FOUND. AG0856 AG0856 STATION RECOVERY (1999) AG0856 AG0856'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0856'RECOVERED IN GOOD CONDITION. AG0856 AG0856 STATION RECOVERY (2001) AG0856 AG0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0856'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG0856 AG0856 STATION RECOVERY (2003) AG0856 AG0856'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB) AG0856'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AG0863 *********************************************************************** AG0863 TIDAL BM - This is a Tidal Bench Mark. AG0863 DESIGNATION - RIO RM 1 AG0863 PID - AG0863 AG0863 STATE/COUNTY- FL/PINELLAS AG0863 USGS QUAD - ST PETERSBURG (1987) AG0863 AG0863 *CURRENT SURVEY CONTROL AG0863 ___________________________________________________________________ AG0863* NAD 83(1986)- 27 50 49. (N) 082 37 47. (W) SCALED AG0863* NAVD 88 - 1.458 (meters) 4.78 (feet) ADJUSTED AG0863 ___________________________________________________________________ AG0863 GEOID HEIGHT- -24.53 (meters) GEOID99 AG0863 DYNAMIC HT - 1.455 (meters) 4.77 (feet) COMP AG0863 MODELED GRAV- 979,179.9 (mgal) NAVD 88 AG0863 AG0863 VERT ORDER - SECOND CLASS I AG0863 AG0863.The horizontal coordinates were scaled from a topographic map and have AG0863.an estimated accuracy of +/- 6 seconds. AG0863 AG0863.The orthometric height was determined by differential leveling AG0863.and adjusted by the National Geodetic Survey in June 1991. AG0863 AG0863.This Tidal Bench Mark is designated as VM 11292 AG0863.by the Center for Operational Oceanographic Products and Services. AG0863 AG0863.The geoid height was determined by GEOID99. AG0863 AG0863.The dynamic height is computed by dividing the NAVD 88 AG0863.geopotential number by the normal gravity value computed on the AG0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0863.degrees latitude (g = 980.6199 gals.). AG0863 AG0863.The modeled gravity was interpolated from observed gravity values. AG0863 AG0863; North East Units Estimated Accuracy AG0863;SPC FL W - 389,410. 137,980. MT (+/- 180 meters Scaled) AG0863 AG0863 SUPERSEDED SURVEY CONTROL AG0863 AG0863 NGVD 29 (??/??/92) 1.719 (m) 5.64 (f) ADJ UNCH 2 1 AG0863 AG0863.Superseded values are not recommended for survey control. AG0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0863.See file dsdata.txt to determine how the superseded data were derived. AG0863 AG0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL395813(NAD 83) AG0863_MARKER: DR = REFERENCE MARK DISK AG0863_SETTING: 30 = SIDEWALK AG0863_STAMPING: RIO NO. 1 1973 AG0863_MARK LOGO: NGS AG0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG0863+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003 AG0863 AG0863 HISTORY - Date Condition Report By AG0863 HISTORY - 1973 MONUMENTED NGS AG0863 HISTORY - 1976 GOOD NGS AG0863 HISTORY - 1982 GOOD FLDNR AG0863 HISTORY - 19990209 GOOD USPSQD AG0863 HISTORY - 20010331 GOOD NGS AG0863 HISTORY - 20031124 GOOD USPSQD AG0863 AG0863 STATION DESCRIPTION AG0863 AG0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0863'IN ST PETERSBURG. AG0863'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0863'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH STREET FOR 1.15 AG0863'MILES TO THE INTERSECTION OF 83RD AVE. N., TURN LEFT AND RUN EASTERLY AG0863'ON 83RD AVE. N. FOR 0.50 TO THE INTERSECTION OF MACOMA DR. N., TURN AG0863'RIGHT AND RUN SOUTHERLY ON MACOMA DR. N. FOR 0.05 MILE. STATION ON AG0863'LEFT, 116.2 FT. EAST OF THE CENTERLINE OF MACOMA DR. N., 79.3 FT. AG0863'SOUTH OF THE EXTENDED CENTERLINE OF 82ND AVE. N., 57.3 FT. N.E. OF THE AG0863'N.W. CORNER OF A 2 STORY CONCRETE BLOCK SCHOOL BUILDING (RIO VISTA), AG0863'11.2 FT. W.S.W. OF THE N.W. CORNER OF THE MOST NORTHERLY OF TWO 1 AG0863'STORY SCHOOL BUILDINGS. SET IN THE N.W. CORNER OF A CONCRETE AG0863'SIDEWALK. SECTION 29, T 30, R 17. AG0863 AG0863 STATION RECOVERY (1982) AG0863 AG0863'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG0863'RECOVERED IN GOOD CONDITION. AG0863 AG0863 STATION RECOVERY (1999) AG0863 AG0863'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0863'RECOVERED IN GOOD CONDITION. AG0863 AG0863 STATION RECOVERY (2001) AG0863 AG0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0863'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG0863 AG0863 STATION RECOVERY (2003) AG0863 AG0863'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB) AG0863'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AG0864 *********************************************************************** AG0864 TIDAL BM - This is a Tidal Bench Mark. AG0864 DESIGNATION - RIO RM 2 AG0864 PID - AG0864 AG0864 STATE/COUNTY- FL/PINELLAS AG0864 USGS QUAD - ST PETERSBURG (1987) AG0864 AG0864 *CURRENT SURVEY CONTROL AG0864 ___________________________________________________________________ AG0864* NAD 83(1986)- 27 50 49. (N) 082 37 47. (W) SCALED AG0864* NAVD 88 - 1.047 (meters) 3.44 (feet) ADJUSTED AG0864 ___________________________________________________________________ AG0864 GEOID HEIGHT- -24.53 (meters) GEOID99 AG0864 DYNAMIC HT - 1.045 (meters) 3.43 (feet) COMP AG0864 MODELED GRAV- 979,179.9 (mgal) NAVD 88 AG0864 AG0864 VERT ORDER - SECOND CLASS I AG0864 AG0864.The horizontal coordinates were scaled from a topographic map and have AG0864.an estimated accuracy of +/- 6 seconds. AG0864 AG0864.The orthometric height was determined by differential leveling AG0864.and adjusted by the National Geodetic Survey in June 1991. AG0864 AG0864.This Tidal Bench Mark is designated as VM 11293 AG0864.by the Center for Operational Oceanographic Products and Services. AG0864 AG0864.The geoid height was determined by GEOID99. AG0864 AG0864.The dynamic height is computed by dividing the NAVD 88 AG0864.geopotential number by the normal gravity value computed on the AG0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0864.degrees latitude (g = 980.6199 gals.). AG0864 AG0864.The modeled gravity was interpolated from observed gravity values. AG0864 AG0864; North East Units Estimated Accuracy AG0864;SPC FL W - 389,410. 137,980. MT (+/- 180 meters Scaled) AG0864 AG0864 SUPERSEDED SURVEY CONTROL AG0864 AG0864 NGVD 29 (??/??/92) 1.308 (m) 4.29 (f) ADJ UNCH 2 1 AG0864 AG0864.Superseded values are not recommended for survey control. AG0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0864.See file dsdata.txt to determine how the superseded data were derived. AG0864 AG0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL395813(NAD 83) AG0864_MARKER: DR = REFERENCE MARK DISK AG0864_SETTING: 30 = FLAG POLE BASE AG0864_STAMPING: RIO NO. 2 1973 AG0864_MARK LOGO: NGS AG0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG0864+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003 AG0864 AG0864 HISTORY - Date Condition Report By AG0864 HISTORY - 1973 MONUMENTED NGS AG0864 HISTORY - 1976 GOOD NGS AG0864 HISTORY - 1982 GOOD FLDNR AG0864 HISTORY - 19990209 GOOD USPSQD AG0864 HISTORY - 20010331 GOOD NGS AG0864 HISTORY - 20031124 GOOD USPSQD AG0864 AG0864 STATION DESCRIPTION AG0864 AG0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0864'IN ST PETERSBURG. AG0864'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0864'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH ST. FOR 1.15 AG0864'MILES TO THE INTERSECTION OF 83RD AVE. N., TURN LEFT AND RUN EASTERLY AG0864'ON 83RD AVE. N. FOR 0.50 TO THE INTERSECTION OF MACOMA DR. N., TURN AG0864'RIGHT AND RUN SOUTHERLY ON MACOMA DR. N. FOR 0.05 MILE. STATION ON AG0864'LEFT, 49.1 FT. EAST OF THE CENTERLINE OF MACOMA DR. N., 181.7 FT. AG0864'SOUTH OF THE EXTENDED CENTERLINE OF 83ND AVE. N., 69.9 FT. S.W. OF THE AG0864'N.W. CORNER OF A 2 STORY CONCRETE BLOCK SCHOOL BUILDING (RIO VISTA), AG0864'118.3 FT. E.S.E. OF THE S.E. CORNER OF A 1 STORY CONCRETE BLOCK HOUSE AG0864'(8118 MACOMA DR. N.). SET IN THE CONCRETE BASE OF FLAG POLE. SECTION AG0864'29, T 30, R 17. AG0864 AG0864 STATION RECOVERY (1982) AG0864 AG0864'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG0864'RECOVERED IN GOOD CONDITION. AG0864 AG0864 STATION RECOVERY (1999) AG0864 AG0864'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0864'RECOVERED IN GOOD CONDITION. AG0864 AG0864 STATION RECOVERY (2001) AG0864 AG0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0864'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG0864 AG0864 STATION RECOVERY (2003) AG0864 AG0864'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB) AG0864'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AG0865 *********************************************************************** AG0865 DESIGNATION - RIO RM 3 AG0865 PID - AG0865 AG0865 STATE/COUNTY- FL/PINELLAS AG0865 USGS QUAD - ST PETERSBURG (1987) AG0865 AG0865 *CURRENT SURVEY CONTROL AG0865 ___________________________________________________________________ AG0865* NAD 83(1986)- 27 50 49. (N) 082 37 47. (W) SCALED AG0865* NAVD 88 - 1.497 (meters) 4.91 (feet) ADJUSTED AG0865 ___________________________________________________________________ AG0865 GEOID HEIGHT- -24.53 (meters) GEOID99 AG0865 DYNAMIC HT - 1.495 (meters) 4.90 (feet) COMP AG0865 MODELED GRAV- 979,179.9 (mgal) NAVD 88 AG0865 AG0865 VERT ORDER - SECOND CLASS I AG0865 AG0865.The horizontal coordinates were scaled from a topographic map and have AG0865.an estimated accuracy of +/- 6 seconds. AG0865 AG0865.The orthometric height was determined by differential leveling AG0865.and adjusted by the National Geodetic Survey in June 1991. AG0865 AG0865.The geoid height was determined by GEOID99. AG0865 AG0865.The dynamic height is computed by dividing the NAVD 88 AG0865.geopotential number by the normal gravity value computed on the AG0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0865.degrees latitude (g = 980.6199 gals.). AG0865 AG0865.The modeled gravity was interpolated from observed gravity values. AG0865 AG0865; North East Units Estimated Accuracy AG0865;SPC FL W - 389,410. 137,980. MT (+/- 180 meters Scaled) AG0865 AG0865 SUPERSEDED SURVEY CONTROL AG0865 AG0865 NGVD 29 (??/??/92) 1.758 (m) 5.77 (f) ADJ UNCH 2 1 AG0865 AG0865.Superseded values are not recommended for survey control. AG0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0865.See file dsdata.txt to determine how the superseded data were derived. AG0865 AG0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL395813(NAD 83) AG0865_MARKER: DR = REFERENCE MARK DISK AG0865_SETTING: 30 = SIDEWALK AG0865_STAMPING: RIO NO. 3 1973 AG0865_MARK LOGO: NGS AG0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG0865+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003 AG0865 AG0865 HISTORY - Date Condition Report By AG0865 HISTORY - 1973 MONUMENTED NGS AG0865 HISTORY - 1976 GOOD NGS AG0865 HISTORY - 1982 GOOD FLDNR AG0865 HISTORY - 19990209 GOOD USPSQD AG0865 HISTORY - 20010331 GOOD NGS AG0865 HISTORY - 20031124 GOOD USPSQD AG0865 AG0865 STATION DESCRIPTION AG0865 AG0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0865'IN ST PETERSBURG. AG0865'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0865'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH STREET FOR 1.15 AG0865'MILES TO THE INTERSECTION OF 83RD AVE. N., TURN LEFT AND RUN EASTERLY AG0865'ON 83RD AVE. N. FOR 0.50 TO THE INTERSECTION OF MACOMA DR. N. STATION AG0865'ON LEFT, 165.7 FT. E.S.E. OF THE CENTERLINE OF MACOMA DR. N.E., 136.7 AG0865'FT. S.S.E. OF THE CENTERLINE OF 83RD AVE. N., 11.7 FT. WEST OF THE AG0865'DOUBLE DOORS OF CHURCH (600 83RD AVE. N. PRESBYTERIAN CHURCH). SET IN AG0865'THE TOP OF THE CONCRETE SIDEWALK TO CHURCH BUILDING. SECTION 29, T 30, AG0865'R 17. AG0865 AG0865 STATION RECOVERY (1982) AG0865 AG0865'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG0865'RECOVERED IN GOOD CONDITION. AG0865 AG0865 STATION RECOVERY (1999) AG0865 AG0865'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0865'RECOVERED IN GOOD CONDITION. AG0865 AG0865 STATION RECOVERY (2001) AG0865 AG0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0865'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG0865 AG0865 STATION RECOVERY (2003) AG0865 AG0865'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB) AG0865'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AG5323 *********************************************************************** AG5323 DESIGNATION - W 262 AG5323 PID - AG5323 AG5323 STATE/COUNTY- FL/PINELLAS AG5323 USGS QUAD - ST PETERSBURG (1987) AG5323 AG5323 *CURRENT SURVEY CONTROL AG5323 ___________________________________________________________________ AG5323* NAD 83(1986)- 27 49 42. (N) 082 38 21. (W) SCALED AG5323* NAVD 88 - 2.249 (meters) 7.38 (feet) ADJUSTED AG5323 ___________________________________________________________________ AG5323 GEOID HEIGHT- -24.48 (meters) GEOID99 AG5323 DYNAMIC HT - 2.246 (meters) 7.37 (feet) COMP AG5323 MODELED GRAV- 979,178.7 (mgal) NAVD 88 AG5323 AG5323 VERT ORDER - FIRST CLASS I AG5323 AG5323.The horizontal coordinates were scaled from a topographic map and have AG5323.an estimated accuracy of +/- 6 seconds. AG5323 AG5323.The orthometric height was determined by differential leveling AG5323.and adjusted by the National Geodetic Survey in June 1991. AG5323.WARNING-Repeat measurements at this control monument indicate possible AG5323.vertical movement. AG5323 AG5323.The geoid height was determined by GEOID99. AG5323 AG5323.The dynamic height is computed by dividing the NAVD 88 AG5323.geopotential number by the normal gravity value computed on the AG5323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5323.degrees latitude (g = 980.6199 gals.). AG5323 AG5323.The modeled gravity was interpolated from observed gravity values. AG5323 AG5323; North East Units Estimated Accuracy AG5323;SPC FL W - 387,350. 137,030. MT (+/- 180 meters Scaled) AG5323 AG5323 SUPERSEDED SURVEY CONTROL AG5323 AG5323 NGVD 29 (??/??/92) 2.512 (m) 8.24 (f) ADJ UNCH 1 1 AG5323 AG5323.Superseded values are not recommended for survey control. AG5323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5323.See file dsdata.txt to determine how the superseded data were derived. AG5323 AG5323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL385792(NAD 83) AG5323_MARKER: DB = BENCH MARK DISK AG5323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG5323_STAMPING: W 262 1966 AG5323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5323+STABILITY: SURFACE MOTION AG5323 AG5323 HISTORY - Date Condition Report By AG5323 HISTORY - 1966 MONUMENTED CGS AG5323 HISTORY - 1973 GOOD NGS AG5323 HISTORY - 1974 GOOD NGS AG5323 HISTORY - 1977 GOOD FL-103 AG5323 HISTORY - 19990216 MARK NOT FOUND USPSQD AG5323 HISTORY - 20010331 MARK NOT FOUND NGS AG5323 HISTORY - 20031124 MARK NOT FOUND USPSQD AG5323 AG5323 STATION DESCRIPTION AG5323 AG5323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AG5323'AT ST PETERSBURG. AG5323'AT THE INTERSECTION OF 4TH STREET AND 62ND AVENUE, ABOUT 4 MILES AG5323'NORTH OF DOWNTOWN ST. PETERSBURG, IN THE SOUTHWEST CORNER OF AG5323'INTERSECTION, 20 FEET WEST OF A PROJECTED LINE OF THE WEST CURB AG5323'OF 62ND AVENUE, 16 FEET NORTHEAST OF A FIRE HYDRANT, 9 FEET EAST AG5323'OF THE EAST SIDE OF A CONCRETE UTILITY POLE NUMBERED 101311, 1 AG5323'FOOT SOUTH OF THE SOUTH CURB OF 62ND AVENUE, A DISK STAMPED AG5323'W 262 1966 AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE AG5323'MONUMENT THAT PROJECTS 8-INCHES. NOTE-- VERY CLOSE TO THE ROAD. AG5323'THE AVENUE HAS BEEN WIDENED. AG5323 AG5323 STATION RECOVERY (1974) AG5323 AG5323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 AG5323'RECOVERED IN GOOD CONDITION. AG5323 AG5323 STATION RECOVERY (1977) AG5323 AG5323'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977 AG5323'RECOVERED IN GOOD CONDITION. AG5323 AG5323 STATION RECOVERY (1999) AG5323 AG5323'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5323'MARK NOT FOUND. AG5323 AG5323 STATION RECOVERY (2001) AG5323 AG5323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5323'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG5323 AG5323 STATION RECOVERY (2003) AG5323 AG5323'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB) AG5323'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AG5281 *********************************************************************** AG5281 DESIGNATION - X 262 AG5281 PID - AG5281 AG5281 STATE/COUNTY- FL/PINELLAS AG5281 USGS QUAD - PORT TAMPA (1983) AG5281 AG5281 *CURRENT SURVEY CONTROL AG5281 ___________________________________________________________________ AG5281* NAD 83(1986)- 27 49 42. (N) 082 37 09. (W) SCALED AG5281* NAVD 88 - 1.741 (meters) 5.71 (feet) ADJUSTED AG5281 ___________________________________________________________________ AG5281 GEOID HEIGHT- -24.52 (meters) GEOID99 AG5281 DYNAMIC HT - 1.739 (meters) 5.71 (feet) COMP AG5281 MODELED GRAV- 979,178.2 (mgal) NAVD 88 AG5281 AG5281 VERT ORDER - FIRST CLASS I AG5281 AG5281.The horizontal coordinates were scaled from a topographic map and have AG5281.an estimated accuracy of +/- 6 seconds. AG5281 AG5281.The orthometric height was determined by differential leveling AG5281.and adjusted by the National Geodetic Survey in June 1991. AG5281 AG5281.The geoid height was determined by GEOID99. AG5281 AG5281.The dynamic height is computed by dividing the NAVD 88 AG5281.geopotential number by the normal gravity value computed on the AG5281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5281.degrees latitude (g = 980.6199 gals.). AG5281 AG5281.The modeled gravity was interpolated from observed gravity values. AG5281 AG5281; North East Units Estimated Accuracy AG5281;SPC FL W - 387,340. 139,000. MT (+/- 180 meters Scaled) AG5281 AG5281 SUPERSEDED SURVEY CONTROL AG5281 AG5281 NGVD 29 (??/??/92) 2.004 (m) 6.57 (f) ADJ UNCH 1 1 AG5281 AG5281.Superseded values are not recommended for survey control. AG5281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5281.See file dsdata.txt to determine how the superseded data were derived. AG5281 AG5281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL405792(NAD 83) AG5281_MARKER: DB = BENCH MARK DISK AG5281_SETTING: 30 = WALL AG5281_STAMPING: X 262 1966 AG5281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG5281 AG5281 HISTORY - Date Condition Report By AG5281 HISTORY - 1966 MONUMENTED CGS AG5281 HISTORY - 1987 GOOD USPSQD AG5281 HISTORY - 19990209 MARK NOT FOUND USPSQD AG5281 HISTORY - 20010331 MARK NOT FOUND NGS AG5281 HISTORY - 20031124 MARK NOT FOUND USPSQD AG5281 AG5281 STATION DESCRIPTION AG5281 AG5281'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AG5281'AT ST PETERSBURG. AG5281'AT ST. PETERSBURG, ABOUT 3.9 MILES NORTH ALONG N. 4TH STREET FROM AG5281'THE POST OFFICE, THENCE 1.1 MILES EAST ALONG 62ND AVENUE NORTH, AG5281'AT THE ST. PETERSBURG SEWAGE TREATMENT PLANT, 164 FEET SOUTH OF AG5281'THE CENTER LINE OF THE AVENUE, IN THE TOP OF THE NORTHWEST CORNER AG5281'OF A CONCRETE WALL FOR A 16-BY-20-FOOT BY 30-FOOT DEEP PIT, 4.2 AG5281'FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE WALL AND ABOUT 3 AG5281'FEET ABOVE THE LEVEL OF THE AVENUE. AG5281 AG5281 STATION RECOVERY (1987) AG5281 AG5281'RECOVERY NOTE BY US POWER SQUADRON 1987 (AVD) AG5281'RECOVERED IN GOOD CONDITION. AG5281 AG5281 STATION RECOVERY (1999) AG5281 AG5281'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5281'MARK NOT FOUND. AG5281 AG5281 STATION RECOVERY (2001) AG5281 AG5281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5281'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG5281 AG5281 STATION RECOVERY (2003) AG5281 AG5281'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB) AG5281'MARK NOT FOUND.