1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG7100 *********************************************************************** AG7100 DESIGNATION - 119 C OF SP AG7100 PID - AG7100 AG7100 STATE/COUNTY- FL/PINELLAS AG7100 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG7100 AG7100 *CURRENT SURVEY CONTROL AG7100 ___________________________________________________________________ AG7100* NAD 83(1986)- 27 43 17. (N) 082 39 47. (W) SCALED AG7100* NAVD 88 - 4.842 (meters) 15.89 (feet) ADJUSTED AG7100 ___________________________________________________________________ AG7100 GEOID HEIGHT- -24.43 (meters) GEOID03 AG7100 DYNAMIC HT - 4.835 (meters) 15.86 (feet) COMP AG7100 MODELED GRAV- 979,169.4 (mgal) NAVD 88 AG7100 AG7100 VERT ORDER - SECOND CLASS II AG7100 AG7100.The horizontal coordinates were scaled from a topographic map and have AG7100.an estimated accuracy of +/- 6 seconds. AG7100 AG7100.The orthometric height was determined by differential leveling AG7100.and adjusted by the National Geodetic Survey in June 1991. AG7100 AG7100.The geoid height was determined by GEOID03. AG7100 AG7100.The dynamic height is computed by dividing the NAVD 88 AG7100.geopotential number by the normal gravity value computed on the AG7100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7100.degrees latitude (g = 980.6199 gals.). AG7100 AG7100.The modeled gravity was interpolated from observed gravity values. AG7100 AG7100; North East Units Estimated Accuracy AG7100;SPC FL W - 375,510. 134,620. MT (+/- 180 meters Scaled) AG7100 AG7100 SUPERSEDED SURVEY CONTROL AG7100 AG7100 NGVD 29 (??/??/92) 5.128 (m) 16.82 (f) ADJ UNCH 2 2 AG7100 AG7100.Superseded values are not recommended for survey control. AG7100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7100.See file dsdata.txt to determine how the superseded data were derived. AG7100 AG7100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL360674(NAD 83) AG7100_MARKER: DD = SURVEY DISK AG7100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7100_PROJECTION: FLUSH AG7100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7100+STABILITY: SURFACE MOTION AG7100 AG7100 HISTORY - Date Condition Report By AG7100 HISTORY - UNK MONUMENTED FL2730 AG7100 HISTORY - 1977 GOOD FL-103 AG7100 HISTORY - 19980321 GOOD USPSQD AG7100 HISTORY - 20050206 POOR USPSQD AG7100 AG7100 STATION DESCRIPTION AG7100 AG7100'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 AG7100'IN ST PETERSBURG. AG7100'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 34TH ST. S. AG7100'AND PINELLAS BAYWAY 54TH AVE. S. U.S. ALT. HWY. 19A, RUN EASTERLY FOR AG7100'1.05 MILES TO 22ND ST. S. COLUMBUS WAY S. TRUN LEFT AND RUN NORTHWEST- AG7100'ERLY ON COLUMBUS WAY S. FOR 0.20 MILE TO ALMERIA WAY S. TURN RIGHT AND AG7100'RUN EASTERLY ON ALMERIA WAY S. FOR 0.05 MILE TO CADIZ WAY S. STATION AG7100'ON LEFT, IN WEST END OF TRAFFIC TRIANGLE, 14.9 FT. NORTH OF THE AG7100'CENTERLINE OF ALMERIA WAY S., 9.0 FT. S.E. OF THE CENTERLINE OF CADIZ AG7100'WAY S., 96.6 FT. NORTH OF THE N.E. CORNER OF A ONE STORY FRAME HOUSE AG7100'2226 ALMERIA WAY S., 67.0 FT. S.W. OF A 15 INCH PINE TREE, 0.5 FT. AG7100'EAST OF BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH AG7100'WITH THE GROUND. NO STAMPING ON DISK. AG7100 AG7100 STATION RECOVERY (1998) AG7100 AG7100'RECOVERY NOTE BY US POWER SQUADRON 1998 AG7100'RECOVERED IN GOOD CONDITION. AG7100 AG7100 STATION RECOVERY (2005) AG7100 AG7100'RECOVERY NOTE BY US POWER SQUADRON 2005 AG7100'THE POST CONTAINING THE MARKER HAS BEEN SLIGHTLY DAMAGED. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG0063 *********************************************************************** AG0063 DESIGNATION - 150 C OF SP AG0063 PID - AG0063 AG0063 STATE/COUNTY- FL/PINELLAS AG0063 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0063 AG0063 *CURRENT SURVEY CONTROL AG0063 ___________________________________________________________________ AG0063* NAD 83(1986)- 27 44 55. (N) 082 40 47. (W) SCALED AG0063* NAVD 88 - 4.866 (meters) 15.96 (feet) ADJUSTED AG0063 ___________________________________________________________________ AG0063 GEOID HEIGHT- -24.43 (meters) GEOID03 AG0063 DYNAMIC HT - 4.859 (meters) 15.94 (feet) COMP AG0063 MODELED GRAV- 979,172.9 (mgal) NAVD 88 AG0063 AG0063 VERT ORDER - SECOND CLASS II AG0063 AG0063.The horizontal coordinates were scaled from a topographic map and have AG0063.an estimated accuracy of +/- 6 seconds. AG0063 AG0063.The orthometric height was determined by differential leveling AG0063.and adjusted by the National Geodetic Survey in June 1991. AG0063 AG0063.The geoid height was determined by GEOID03. AG0063 AG0063.The dynamic height is computed by dividing the NAVD 88 AG0063.geopotential number by the normal gravity value computed on the AG0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0063.degrees latitude (g = 980.6199 gals.). AG0063 AG0063.The modeled gravity was interpolated from observed gravity values. AG0063 AG0063; North East Units Estimated Accuracy AG0063;SPC FL W - 378,540. 132,990. MT (+/- 180 meters Scaled) AG0063 AG0063 SUPERSEDED SURVEY CONTROL AG0063 AG0063 NGVD 29 (??/??/92) 5.143 (m) 16.87 (f) ADJ UNCH 2 2 AG0063 AG0063.Superseded values are not recommended for survey control. AG0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0063.See file dsdata.txt to determine how the superseded data were derived. AG0063 AG0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL344704(NAD 83) AG0063_MARKER: DD = SURVEY DISK AG0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0063+STABILITY: SURFACE MOTION AG0063 AG0063 HISTORY - Date Condition Report By AG0063 HISTORY - UNK MONUMENTED FL2730 AG0063 HISTORY - 1976 GOOD FLDT AG0063 HISTORY - 1977 GOOD FL-103 AG0063 HISTORY - 19980112 MARK NOT FOUND USPSQD AG0063 HISTORY - 20050204 MARK NOT FOUND USPSQD AG0063 AG0063 STATION DESCRIPTION AG0063 AG0063'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0063'AT ST PETERSBURG. AG0063'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH AG0063'STREET SOUTH) AND PINELLAS BAYWAY (54TH AVENUE S./A19A), RUN AG0063'NORTHERLY ON U.S. 19 FOR 2.1 MILE TO THE INTERSECTION OF 22ND AG0063'AVENUE S. STATION ON LEFT, IN THE NW CORNER OF INTERSECTION, AG0063'57.6 FT. WEST OF THE CENTERLINE OF U.S. 19, 46.4 FT. NORTH OF THE AG0063'CENTERLINE OF 22ND AVENUE SOUTH, 9.0 FT. SW OF POWER/SIGNAL/LIGHT AG0063'POLE, NO NUMBER, 5.5 FT. NW OF THE BACK OF THE CURB. SET IN THE AG0063'TOP OF A CONCRETE POST THAT IS 1 INCH ABOVE THE GROUND. SECTION AG0063'29, T 31S, R 16E AG0063 AG0063 STATION RECOVERY (1977) AG0063 AG0063'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977 AG0063'RECOVERED IN GOOD CONDITION. AG0063 AG0063 STATION RECOVERY (1998) AG0063 AG0063'RECOVERY NOTE BY US POWER SQUADRON 1998 AG0063'MARK NOT FOUND. AG0063 AG0063 STATION RECOVERY (2005) AG0063 AG0063'RECOVERY NOTE BY US POWER SQUADRON 2005 AG0063'EXTENSIVE CHANGES HAVE BEEN MADE AT THE INTERSECTION CONTAINING THE AG0063'MARKER, INCLUDING A WIDENING OF THE ROAD (22ND AVE. SOUTH) WITH NEW AG0063'TRAFFIC SIGNALS AND LIGHT FIXTURES. THERE IS ALSO A COMMERCIAL SIGN AG0063'CLOSE TO THE MARKER LOCATION. I SUSPECT THE MARKER HAS BEEN DESTROYED. AG0063' 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG0103 *********************************************************************** AG0103 DESIGNATION - 198 FLHD AG0103 PID - AG0103 AG0103 STATE/COUNTY- FL/PINELLAS AG0103 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0103 AG0103 *CURRENT SURVEY CONTROL AG0103 ___________________________________________________________________ AG0103* NAD 83(1986)- 27 44 01. (N) 082 40 47. (W) SCALED AG0103* NAVD 88 - 5.272 (meters) 17.30 (feet) ADJUSTED AG0103 ___________________________________________________________________ AG0103 GEOID HEIGHT- -24.42 (meters) GEOID03 AG0103 DYNAMIC HT - 5.264 (meters) 17.27 (feet) COMP AG0103 MODELED GRAV- 979,171.3 (mgal) NAVD 88 AG0103 AG0103 VERT ORDER - SECOND CLASS II AG0103 AG0103.The horizontal coordinates were scaled from a topographic map and have AG0103.an estimated accuracy of +/- 6 seconds. AG0103 AG0103.The orthometric height was determined by differential leveling AG0103.and adjusted by the National Geodetic Survey in June 1991. AG0103 AG0103.The geoid height was determined by GEOID03. AG0103 AG0103.The dynamic height is computed by dividing the NAVD 88 AG0103.geopotential number by the normal gravity value computed on the AG0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0103.degrees latitude (g = 980.6199 gals.). AG0103 AG0103.The modeled gravity was interpolated from observed gravity values. AG0103 AG0103; North East Units Estimated Accuracy AG0103;SPC FL W - 376,880. 132,980. MT (+/- 180 meters Scaled) AG0103 AG0103 SUPERSEDED SURVEY CONTROL AG0103 AG0103 NGVD 29 (??/??/92) 5.553 (m) 18.22 (f) ADJ UNCH 2 2 AG0103 AG0103.Superseded values are not recommended for survey control. AG0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0103.See file dsdata.txt to determine how the superseded data were derived. AG0103 AG0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL344688(NAD 83) AG0103_MARKER: DD = SURVEY DISK AG0103_SETTING: 30 = CONCRETE INLET AG0103_STAMPING: 198 AG0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0103 AG0103 HISTORY - Date Condition Report By AG0103 HISTORY - UNK MONUMENTED FLHD AG0103 HISTORY - 1976 GOOD FLDT AG0103 HISTORY - 19980112 GOOD USPSQD AG0103 HISTORY - 20050204 MARK NOT FOUND USPSQD AG0103 AG0103 STATION DESCRIPTION AG0103 AG0103'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0103'AT ST PETERSBURG. AG0103'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET AG0103'SOUTH) AND PINELLAS BAYWAY (54TH AVENUE S/A19A), RUN NORTHERLY ON AG0103'U.S. 19 FOR 1.05 MILE TO THE INTERSECTION OF 38TH AVENUE SOUTH, AG0103'STATION ON RIGHT, IN THE NE CORNER, 45.5 FT. EAST OF THE CENTERLINE AG0103'OF U.S. 19, 38.5 FT. NORTH OF THE CENTERLINE OF 38TH AVENUE SOUTH, AG0103'5.7 FT. SW OF A POWER/SIGNAL POLE, NUMBER 101435. SET IN TOP OF A AG0103'CONCRETE INLET. SECTION 35, T 31S, R 16E AG0103 AG0103 STATION RECOVERY (1998) AG0103 AG0103'RECOVERY NOTE BY US POWER SQUADRON 1998 AG0103'RECOVERED IN GOOD CONDITION. AG0103 AG0103 STATION RECOVERY (2005) AG0103 AG0103'RECOVERY NOTE BY US POWER SQUADRON 2005 AG0103'A NEW POWER POLE DATED 7/17/2000 HAS BEEN ERECTED ALONG WITH A NEW AG0103'TRAFFIC SIGNAL POLE VERY CLOSE TO THE MARKER LOCATION. I SUSPECT BUT AG0103'CANNOT CONFIRM THAT THE MARKER HAS BEEN DESTROYED. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG0145 *********************************************************************** AG0145 DESIGNATION - 281 FLHD AG0145 PID - AG0145 AG0145 STATE/COUNTY- FL/PINELLAS AG0145 USGS QUAD - ST PETERSBURG (1987) AG0145 AG0145 *CURRENT SURVEY CONTROL AG0145 ___________________________________________________________________ AG0145* NAD 83(1986)- 27 50 55. (N) 082 41 23. (W) SCALED AG0145* NAVD 88 - 4.220 (meters) 13.85 (feet) ADJUSTED AG0145 ___________________________________________________________________ AG0145 GEOID HEIGHT- -24.54 (meters) GEOID03 AG0145 DYNAMIC HT - 4.214 (meters) 13.83 (feet) COMP AG0145 MODELED GRAV- 979,181.1 (mgal) NAVD 88 AG0145 AG0145 VERT ORDER - SECOND CLASS II AG0145 AG0145.The horizontal coordinates were scaled from a topographic map and have AG0145.an estimated accuracy of +/- 6 seconds. AG0145 AG0145.The orthometric height was determined by differential leveling AG0145.and adjusted by the National Geodetic Survey in June 1991. AG0145 AG0145.The geoid height was determined by GEOID03. AG0145 AG0145.The dynamic height is computed by dividing the NAVD 88 AG0145.geopotential number by the normal gravity value computed on the AG0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0145.degrees latitude (g = 980.6199 gals.). AG0145 AG0145.The modeled gravity was interpolated from observed gravity values. AG0145 AG0145; North East Units Estimated Accuracy AG0145;SPC FL W - 389,620. 132,070. MT (+/- 180 meters Scaled) AG0145 AG0145 SUPERSEDED SURVEY CONTROL AG0145 AG0145 NGVD 29 (??/??/92) 4.482 (m) 14.70 (f) ADJ UNCH 2 2 AG0145 AG0145.Superseded values are not recommended for survey control. AG0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0145.See file dsdata.txt to determine how the superseded data were derived. AG0145 AG0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL336815(NAD 83) AG0145_MARKER: DD = SURVEY DISK AG0145_SETTING: 30 = HEADWALL AG0145_STAMPING: 281 AG0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0145 AG0145 HISTORY - Date Condition Report By AG0145 HISTORY - UNK MONUMENTED FLHD AG0145 HISTORY - 1976 GOOD FLDT AG0145 HISTORY - 1989 MARK NOT FOUND USPSQD AG0145 HISTORY - 20050125 MARK NOT FOUND USPSQD AG0145 AG0145 STATION DESCRIPTION AG0145 AG0145'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0145'AT PINELLAS PARK. AG0145'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND 49 AG0145'ST. (SR 691). RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.2 MILE. AG0145'STATION ON LEFT, 59.0 FT. N.E. OF THE CENTERLINE OF U.S. HWY. AG0145'19, 57.0 FT. SOUTH OF LIGHT POLE, NUMBER 1-90907. SET IN THE AG0145'TOP OF THE CONCRETE HEADWALL. SECTION 27, T 30, R 16. AG0145 AG0145 STATION RECOVERY (1989) AG0145 AG0145'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW) AG0145'MARK NOT FOUND. AG0145 AG0145 STATION RECOVERY (2005) AG0145 AG0145'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR) AG0145'HIGHWAY HAS BEEN WIDENED SINCE ITS LAST RECOVERY IN 1976 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG0146 *********************************************************************** AG0146 DESIGNATION - 282 FLHD AG0146 PID - AG0146 AG0146 STATE/COUNTY- FL/PINELLAS AG0146 USGS QUAD - ST PETERSBURG (1987) AG0146 AG0146 *CURRENT SURVEY CONTROL AG0146 ___________________________________________________________________ AG0146* NAD 83(1986)- 27 50 49. (N) 082 41 23. (W) SCALED AG0146* NAVD 88 - 4.249 (meters) 13.94 (feet) ADJUSTED AG0146 ___________________________________________________________________ AG0146 GEOID HEIGHT- -24.54 (meters) GEOID03 AG0146 DYNAMIC HT - 4.243 (meters) 13.92 (feet) COMP AG0146 MODELED GRAV- 979,181.0 (mgal) NAVD 88 AG0146 AG0146 VERT ORDER - SECOND CLASS II AG0146 AG0146.The horizontal coordinates were scaled from a topographic map and have AG0146.an estimated accuracy of +/- 6 seconds. AG0146 AG0146.The orthometric height was determined by differential leveling AG0146.and adjusted by the National Geodetic Survey in June 1991. AG0146 AG0146.The geoid height was determined by GEOID03. AG0146 AG0146.The dynamic height is computed by dividing the NAVD 88 AG0146.geopotential number by the normal gravity value computed on the AG0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0146.degrees latitude (g = 980.6199 gals.). AG0146 AG0146.The modeled gravity was interpolated from observed gravity values. AG0146 AG0146; North East Units Estimated Accuracy AG0146;SPC FL W - 389,440. 132,070. MT (+/- 180 meters Scaled) AG0146 AG0146 SUPERSEDED SURVEY CONTROL AG0146 AG0146 NGVD 29 (??/??/92) 4.512 (m) 14.80 (f) ADJ UNCH 2 2 AG0146 AG0146.Superseded values are not recommended for survey control. AG0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0146.See file dsdata.txt to determine how the superseded data were derived. AG0146 AG0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL336813(NAD 83) AG0146_MARKER: DD = SURVEY DISK AG0146_SETTING: 30 = HEADWALL AG0146_STAMPING: 282 AG0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0146 AG0146 HISTORY - Date Condition Report By AG0146 HISTORY - UNK MONUMENTED FLHD AG0146 HISTORY - 1976 GOOD FLDT AG0146 HISTORY - 20050125 MARK NOT FOUND USPSQD AG0146 AG0146 STATION DESCRIPTION AG0146 AG0146'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0146'AT PINELLAS PARK. AG0146'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AG0146'49 ST. (SR 691). RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.3 MILE. AG0146'STATION ON LEFT, 55.5 FT. N.E. OF THE CENTERLINE OF U.S. HWY. 19, AG0146'88.0 FT. SOUTH OF POWER POLE, NUMBER 2A-1625. SET IN THE TOP AG0146'OF THE CONCRETE HEADWALL. SECTION 27, T 30, R 16. AG0146 AG0146 STATION RECOVERY (2005) AG0146 AG0146'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR) AG0146'HIGHWAY HAS BEEN IMPROVED SINCE LAST RECOVERY IN 1976 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG0193 *********************************************************************** AG0193 DESIGNATION - 336 FLHD AG0193 PID - AG0193 AG0193 STATE/COUNTY- FL/PINELLAS AG0193 USGS QUAD - ST PETERSBURG (1987) AG0193 AG0193 *CURRENT SURVEY CONTROL AG0193 ___________________________________________________________________ AG0193* NAD 83(1986)- 27 49 43. (N) 082 41 59. (W) SCALED AG0193* NAVD 88 - 6.779 (meters) 22.24 (feet) ADJUSTED AG0193 ___________________________________________________________________ AG0193 GEOID HEIGHT- -24.50 (meters) GEOID03 AG0193 DYNAMIC HT - 6.769 (meters) 22.21 (feet) COMP AG0193 MODELED GRAV- 979,179.8 (mgal) NAVD 88 AG0193 AG0193 VERT ORDER - SECOND CLASS II AG0193 AG0193.The horizontal coordinates were scaled from a topographic map and have AG0193.an estimated accuracy of +/- 6 seconds. AG0193 AG0193.The orthometric height was determined by differential leveling AG0193.and adjusted by the National Geodetic Survey in June 1991. AG0193 AG0193.The geoid height was determined by GEOID03. AG0193 AG0193.The dynamic height is computed by dividing the NAVD 88 AG0193.geopotential number by the normal gravity value computed on the AG0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0193.degrees latitude (g = 980.6199 gals.). AG0193 AG0193.The modeled gravity was interpolated from observed gravity values. AG0193 AG0193; North East Units Estimated Accuracy AG0193;SPC FL W - 387,410. 131,070. MT (+/- 180 meters Scaled) AG0193 AG0193 SUPERSEDED SURVEY CONTROL AG0193 AG0193 NGVD 29 (??/??/92) 7.042 (m) 23.10 (f) ADJ UNCH 2 2 AG0193 AG0193.Superseded values are not recommended for survey control. AG0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0193.See file dsdata.txt to determine how the superseded data were derived. AG0193 AG0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL326793(NAD 83) AG0193_MARKER: DD = SURVEY DISK AG0193_SETTING: 30 = CULVERT AG0193_STAMPING: 336 AG0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG0193+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005 AG0193 AG0193 HISTORY - Date Condition Report By AG0193 HISTORY - UNK MONUMENTED AG0193 HISTORY - 1976 GOOD NGS AG0193 HISTORY - 1978 GOOD FL-103 AG0193 HISTORY - 19981027 MARK NOT FOUND USPSQD AG0193 HISTORY - 20050125 GOOD USPSQD AG0193 AG0193 STATION DESCRIPTION AG0193 AG0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0193'IN PINELLAS PARK. AG0193'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 AG0193'(SR-595, 5TH AVE. N.) AND SR S-691 (49TH ST.). RUN NORTHERLY ON 49TH AG0193'ST. FOR 3.55 MILES. STATION ON RIGHT, 53.5 FT. EAST OF THE CENTERLINE AG0193'OF 49TH ST., 27.8 FT. N.E. OF THE CENTERLINE OF RAIL ROAD TRACKS. SET AG0193'IN THE TOP OF THE CONCRETE HEADWALL. SECTION 33, T 30, R 16. AG0193 AG0193 STATION RECOVERY (1978) AG0193 AG0193'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978 AG0193'RECOVERED IN GOOD CONDITION. AG0193 AG0193 STATION RECOVERY (1998) AG0193 AG0193'RECOVERY NOTE BY US POWER SQUADRON 1998 AG0193'MARK NOT FOUND. AG0193 AG0193 STATION RECOVERY (2005) AG0193 AG0193'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR) AG0193'CONCRETE HEADWALL IS NOW ABOUT 4 FEET BELOW SIDEWALK 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG0257 *********************************************************************** AG0257 DESIGNATION - 413 FLHD AG0257 PID - AG0257 AG0257 STATE/COUNTY- FL/PINELLAS AG0257 USGS QUAD - ST PETERSBURG (1987) AG0257 AG0257 *CURRENT SURVEY CONTROL AG0257 ___________________________________________________________________ AG0257* NAD 83(1986)- 27 50 19. (N) 082 42 53. (W) SCALED AG0257* NAVD 88 - 4.563 (meters) 14.97 (feet) ADJUSTED AG0257 ___________________________________________________________________ AG0257 GEOID HEIGHT- -24.49 (meters) GEOID03 AG0257 DYNAMIC HT - 4.557 (meters) 14.95 (feet) COMP AG0257 MODELED GRAV- 979,180.8 (mgal) NAVD 88 AG0257 AG0257 VERT ORDER - SECOND CLASS II AG0257 AG0257.The horizontal coordinates were scaled from a topographic map and have AG0257.an estimated accuracy of +/- 6 seconds. AG0257 AG0257.The orthometric height was determined by differential leveling AG0257.and adjusted by the National Geodetic Survey in June 1991. AG0257 AG0257.The geoid height was determined by GEOID03. AG0257 AG0257.The dynamic height is computed by dividing the NAVD 88 AG0257.geopotential number by the normal gravity value computed on the AG0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0257.degrees latitude (g = 980.6199 gals.). AG0257 AG0257.The modeled gravity was interpolated from observed gravity values. AG0257 AG0257; North East Units Estimated Accuracy AG0257;SPC FL W - 388,530. 129,600. MT (+/- 180 meters Scaled) AG0257 AG0257 SUPERSEDED SURVEY CONTROL AG0257 AG0257 NGVD 29 (??/??/92) 4.827 (m) 15.84 (f) ADJ UNCH 2 2 AG0257 AG0257.Superseded values are not recommended for survey control. AG0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0257.See file dsdata.txt to determine how the superseded data were derived. AG0257 AG0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL311805(NAD 83) AG0257_MARKER: DD = SURVEY DISK AG0257_SETTING: 30 = INLET AG0257_STAMPING: 413 AG0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0257 AG0257 HISTORY - Date Condition Report By AG0257 HISTORY - UNK MONUMENTED FLHD AG0257 HISTORY - 1976 GOOD NGS AG0257 HISTORY - 19981103 GOOD USPSQD AG0257 HISTORY - 20050125 MARK NOT FOUND USPSQD AG0257 AG0257 STATION DESCRIPTION AG0257 AG0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0257'IN PINELLAS PARK. AG0257'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N., AG0257'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693, 66TH ST.). RUN EASTERLY ON AG0257'SR-694 FOR 0.85 MILES. STATION ON RIGHT, 41.5 FT. SOUTH OF THE AG0257'CENTERLINE OF 74TH AVE. N., 225.9 FT. EAST OF THE CENTERLINE OF 60TH AG0257'ST. N. SET IN THE TOP OF A CONCRETE INLET. SECTION 29, T 30, R 16. AG0257 AG0257 STATION RECOVERY (1998) AG0257 AG0257'RECOVERY NOTE BY US POWER SQUADRON 1998 AG0257'RECOVERED IN GOOD CONDITION. AG0257 AG0257 STATION RECOVERY (2005) AG0257 AG0257'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR) AG0257'NEW CURBS HAVE BEEN INSTALLED 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG0259 *********************************************************************** AG0259 DESIGNATION - 415 FLHD AG0259 PID - AG0259 AG0259 STATE/COUNTY- FL/PINELLAS AG0259 USGS QUAD - ST PETERSBURG (1987) AG0259 AG0259 *CURRENT SURVEY CONTROL AG0259 ___________________________________________________________________ AG0259* NAD 83(1986)- 27 50 19. (N) 082 42 23. (W) SCALED AG0259* NAVD 88 - 4.655 (meters) 15.27 (feet) ADJUSTED AG0259 ___________________________________________________________________ AG0259 GEOID HEIGHT- -24.50 (meters) GEOID03 AG0259 DYNAMIC HT - 4.648 (meters) 15.25 (feet) COMP AG0259 MODELED GRAV- 979,180.6 (mgal) NAVD 88 AG0259 AG0259 VERT ORDER - SECOND CLASS II AG0259 AG0259.The horizontal coordinates were scaled from a topographic map and have AG0259.an estimated accuracy of +/- 6 seconds. AG0259 AG0259.The orthometric height was determined by differential leveling AG0259.and adjusted by the National Geodetic Survey in June 1991. AG0259 AG0259.The geoid height was determined by GEOID03. AG0259 AG0259.The dynamic height is computed by dividing the NAVD 88 AG0259.geopotential number by the normal gravity value computed on the AG0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0259.degrees latitude (g = 980.6199 gals.). AG0259 AG0259.The modeled gravity was interpolated from observed gravity values. AG0259 AG0259; North East Units Estimated Accuracy AG0259;SPC FL W - 388,530. 130,420. MT (+/- 180 meters Scaled) AG0259 AG0259 SUPERSEDED SURVEY CONTROL AG0259 AG0259 NGVD 29 (??/??/92) 4.918 (m) 16.14 (f) ADJ UNCH 2 2 AG0259 AG0259.Superseded values are not recommended for survey control. AG0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0259.See file dsdata.txt to determine how the superseded data were derived. AG0259 AG0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL319804(NAD 83) AG0259_MARKER: DD = SURVEY DISK AG0259_SETTING: 30 = INLET AG0259_STAMPING: 415 AG0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0259 AG0259 HISTORY - Date Condition Report By AG0259 HISTORY - UNK MONUMENTED FLHD AG0259 HISTORY - 1976 GOOD NGS AG0259 HISTORY - 19981103 POOR USPSQD AG0259 HISTORY - 20050125 POOR USPSQD AG0259 AG0259 STATION DESCRIPTION AG0259 AG0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0259'IN PINELLAS PARK. AG0259'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N., AG0259'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693, 66TH ST.). RUN EASTERLY ON AG0259'S.R. 694 FOR 1.45 MILES. STATION ON RIGHT, 41.2 FT. SOUTH OF THE AG0259'CENTERLINE OF 74TH AVE. N., 32.2 FT. WEST OF A LIGHT POLE (NUMBER AG0259'1-78537). SET IN THE TOP OF A CONCRETE INLET. SECTION 28, T 30, R AG0259'16. AG0259 AG0259 STATION RECOVERY (1998) AG0259 AG0259'RECOVERY NOTE BY US POWER SQUADRON 1998 AG0259'MARK RECOVERED IN POOR CONDITION. AG0259 AG0259 STATION RECOVERY (2005) AG0259 AG0259'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR) AG0259'STATION IS LOCATED AT 5258 PARK AVE. (74TH AVE) IT IS IN POOR AG0259'CONDITION DUE TO THE UPPER RIGHT THIRD BEING MISSING. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG0261 *********************************************************************** AG0261 DESIGNATION - 417 FLHD AG0261 PID - AG0261 AG0261 STATE/COUNTY- FL/PINELLAS AG0261 USGS QUAD - ST PETERSBURG (1987) AG0261 AG0261 *CURRENT SURVEY CONTROL AG0261 ___________________________________________________________________ AG0261* NAD 83(1986)- 27 50 19. (N) 082 41 47. (W) SCALED AG0261* NAVD 88 - 4.784 (meters) 15.70 (feet) ADJUSTED AG0261 ___________________________________________________________________ AG0261 GEOID HEIGHT- -24.52 (meters) GEOID03 AG0261 DYNAMIC HT - 4.777 (meters) 15.67 (feet) COMP AG0261 MODELED GRAV- 979,180.5 (mgal) NAVD 88 AG0261 AG0261 VERT ORDER - SECOND CLASS II AG0261 AG0261.The horizontal coordinates were scaled from a topographic map and have AG0261.an estimated accuracy of +/- 6 seconds. AG0261 AG0261.The orthometric height was determined by differential leveling AG0261.and adjusted by the National Geodetic Survey in June 1991. AG0261 AG0261.The geoid height was determined by GEOID03. AG0261 AG0261.The dynamic height is computed by dividing the NAVD 88 AG0261.geopotential number by the normal gravity value computed on the AG0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0261.degrees latitude (g = 980.6199 gals.). AG0261 AG0261.The modeled gravity was interpolated from observed gravity values. AG0261 AG0261; North East Units Estimated Accuracy AG0261;SPC FL W - 388,520. 131,400. MT (+/- 180 meters Scaled) AG0261 AG0261 SUPERSEDED SURVEY CONTROL AG0261 AG0261 NGVD 29 (??/??/92) 5.047 (m) 16.56 (f) ADJ UNCH 2 2 AG0261 AG0261.Superseded values are not recommended for survey control. AG0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0261.See file dsdata.txt to determine how the superseded data were derived. AG0261 AG0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL329804(NAD 83) AG0261_MARKER: DD = SURVEY DISK AG0261_SETTING: 30 = INLET AG0261_STAMPING: 417 AG0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0261+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005 AG0261 AG0261 HISTORY - Date Condition Report By AG0261 HISTORY - UNK MONUMENTED FLHD AG0261 HISTORY - 1976 GOOD NGS AG0261 HISTORY - 19981103 GOOD USPSQD AG0261 HISTORY - 20050118 GOOD USPSQD AG0261 AG0261 STATION DESCRIPTION AG0261 AG0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0261'IN PINELLAS PARK. AG0261'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N., AG0261'PARK BLVD.) AND S.R. S-691 (49TH ST.). RUN EASTERLY ON S.R. 694 FOR AG0261'0.15 MILES. STATION ON RIGHT, 41.2 FT. SOUTH OF THE CENTERLINE OF AG0261'74TH AVE. N., 317.0 FT. WEST OF THE CENTERLINE OF 46TH ST. SET IN THE AG0261'TOP OF A CONCRETE INLET. SECTION 28, T 30, R 16. AG0261 AG0261 STATION RECOVERY (1998) AG0261 AG0261'RECOVERY NOTE BY US POWER SQUADRON 1998 AG0261'RECOVERED IN GOOD CONDITION. AG0261 AG0261 STATION RECOVERY (2005) AG0261 AG0261'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR) AG0261'LOCATED 12 FEET NE OF STEEL LIGHT POLE B116237 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG0262 *********************************************************************** AG0262 DESIGNATION - 418 FLHD AG0262 PID - AG0262 AG0262 STATE/COUNTY- FL/PINELLAS AG0262 USGS QUAD - ST PETERSBURG (1987) AG0262 AG0262 *CURRENT SURVEY CONTROL AG0262 ___________________________________________________________________ AG0262* NAD 83(1986)- 27 50 25. (N) 082 41 47. (W) SCALED AG0262* NAVD 88 - 4.101 (meters) 13.45 (feet) ADJUSTED AG0262 ___________________________________________________________________ AG0262 GEOID HEIGHT- -24.52 (meters) GEOID03 AG0262 DYNAMIC HT - 4.095 (meters) 13.44 (feet) COMP AG0262 MODELED GRAV- 979,180.6 (mgal) NAVD 88 AG0262 AG0262 VERT ORDER - SECOND CLASS II AG0262 AG0262.The horizontal coordinates were scaled from a topographic map and have AG0262.an estimated accuracy of +/- 6 seconds. AG0262 AG0262.The orthometric height was determined by differential leveling AG0262.and adjusted by the National Geodetic Survey in June 1991. AG0262 AG0262.The geoid height was determined by GEOID03. AG0262 AG0262.The dynamic height is computed by dividing the NAVD 88 AG0262.geopotential number by the normal gravity value computed on the AG0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0262.degrees latitude (g = 980.6199 gals.). AG0262 AG0262.The modeled gravity was interpolated from observed gravity values. AG0262 AG0262; North East Units Estimated Accuracy AG0262;SPC FL W - 388,710. 131,400. MT (+/- 180 meters Scaled) AG0262 AG0262 SUPERSEDED SURVEY CONTROL AG0262 AG0262 NGVD 29 (??/??/92) 4.364 (m) 14.32 (f) ADJ UNCH 2 2 AG0262 AG0262.Superseded values are not recommended for survey control. AG0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0262.See file dsdata.txt to determine how the superseded data were derived. AG0262 AG0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL329806(NAD 83) AG0262_MARKER: DD = SURVEY DISK AG0262_SETTING: 30 = HEADWALL AG0262_STAMPING: 418 AG0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0262 AG0262 HISTORY - Date Condition Report By AG0262 HISTORY - UNK MONUMENTED FLHD AG0262 HISTORY - 1976 GOOD NGS AG0262 HISTORY - 1989 GOOD USPSQD AG0262 HISTORY - 19981103 MARK NOT FOUND USPSQD AG0262 HISTORY - 20050118 GOOD USPSQD AG0262 AG0262 STATION DESCRIPTION AG0262 AG0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0262'IN PINELLAS PARK. AG0262'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N., AG0262'PARK BLVD.) AND S.R. S-691 (49TH ST.). RUN EASTERLY ON S.R. 694 FOR AG0262'0.25 MILES TO THE INTERSECTION OF 46TH ST. STATION ON LEFT, 320.0 FT. AG0262'NORTH OF THE CENTERLINE OF 74TH AVE. N., 14.0 FT. WEST OF THE EXTENDED AG0262'CENTERLINE OF 46TH ST., 15.6 FT. N.W. OF A HOLLY BUSH. SET IN THE TOP AG0262'OF A CONCRETE HEADWALL. SECTION 28, T 30, R 16. AG0262 AG0262 STATION RECOVERY (1989) AG0262 AG0262'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW) AG0262'RECOVERED IN GOOD CONDITION. AG0262 AG0262 STATION RECOVERY (1998) AG0262 AG0262'RECOVERY NOTE BY US POWER SQUADRON 1998 AG0262'MARK NOT FOUND. AG0262 AG0262 STATION RECOVERY (2005) AG0262 AG0262'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR) AG0262'LOCATED 4 FEET BEHIND A CHAIN LINK FENCE PROTECTING A DRAINAGE AREA 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG0263 *********************************************************************** AG0263 DESIGNATION - 419 FLHD AG0263 PID - AG0263 AG0263 STATE/COUNTY- FL/PINELLAS AG0263 USGS QUAD - ST PETERSBURG (1987) AG0263 AG0263 *CURRENT SURVEY CONTROL AG0263 ___________________________________________________________________ AG0263* NAD 83(1986)- 27 50 19. (N) 082 41 35. (W) SCALED AG0263* NAVD 88 - 4.444 (meters) 14.58 (feet) ADJUSTED AG0263 ___________________________________________________________________ AG0263 GEOID HEIGHT- -24.52 (meters) GEOID03 AG0263 DYNAMIC HT - 4.438 (meters) 14.56 (feet) COMP AG0263 MODELED GRAV- 979,180.4 (mgal) NAVD 88 AG0263 AG0263 VERT ORDER - SECOND CLASS II AG0263 AG0263.The horizontal coordinates were scaled from a topographic map and have AG0263.an estimated accuracy of +/- 6 seconds. AG0263 AG0263.The orthometric height was determined by differential leveling AG0263.and adjusted by the National Geodetic Survey in June 1991. AG0263 AG0263.The geoid height was determined by GEOID03. AG0263 AG0263.The dynamic height is computed by dividing the NAVD 88 AG0263.geopotential number by the normal gravity value computed on the AG0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0263.degrees latitude (g = 980.6199 gals.). AG0263 AG0263.The modeled gravity was interpolated from observed gravity values. AG0263 AG0263; North East Units Estimated Accuracy AG0263;SPC FL W - 388,520. 131,730. MT (+/- 180 meters Scaled) AG0263 AG0263 SUPERSEDED SURVEY CONTROL AG0263 AG0263 NGVD 29 (??/??/92) 4.707 (m) 15.44 (f) ADJ UNCH 2 2 AG0263 AG0263.Superseded values are not recommended for survey control. AG0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0263.See file dsdata.txt to determine how the superseded data were derived. AG0263 AG0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL332804(NAD 83) AG0263_MARKER: DD = SURVEY DISK AG0263_SETTING: 30 = INLET AG0263_STAMPING: 419 AG0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0263+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005 AG0263 AG0263 HISTORY - Date Condition Report By AG0263 HISTORY - UNK MONUMENTED FLHD AG0263 HISTORY - 1976 GOOD NGS AG0263 HISTORY - 19981103 GOOD USPSQD AG0263 HISTORY - 20050118 GOOD USPSQD AG0263 AG0263 STATION DESCRIPTION AG0263 AG0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0263'IN PINELLAS PARK. AG0263'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N., AG0263'PARK BLVD.) AND S.R. S-691 (49TH ST.). RUN EASTERLY ON S.R. 694 FOR AG0263'0.35 MILES TO THE INTERSECTION OF 44TH ST. STATION ON RIGHT, 41.4 FT. AG0263'SOUTH OF THE CENTERLINE OF 74TH AVE. N., 47.7 FT. EAST OF THE AG0263'CENTERLINE OF 44TH ST. SET IN THE TOP OF A CONCRETE INLET. SECTION AG0263'27, T 30, R 16. AG0263 AG0263 STATION RECOVERY (1998) AG0263 AG0263'RECOVERY NOTE BY US POWER SQUADRON 1998 AG0263'RECOVERED IN GOOD CONDITION. AG0263 AG0263 STATION RECOVERY (2005) AG0263 AG0263'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR) AG0263'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG0274 *********************************************************************** AG0274 DESIGNATION - 420 FLHD AG0274 PID - AG0274 AG0274 STATE/COUNTY- FL/PINELLAS AG0274 USGS QUAD - ST PETERSBURG (1987) AG0274 AG0274 *CURRENT SURVEY CONTROL AG0274 ___________________________________________________________________ AG0274* NAD 83(1986)- 27 50 19. (N) 082 41 17. (W) SCALED AG0274* NAVD 88 - 4.356 (meters) 14.29 (feet) ADJUSTED AG0274 ___________________________________________________________________ AG0274 GEOID HEIGHT- -24.53 (meters) GEOID03 AG0274 DYNAMIC HT - 4.350 (meters) 14.27 (feet) COMP AG0274 MODELED GRAV- 979,180.4 (mgal) NAVD 88 AG0274 AG0274 VERT ORDER - SECOND CLASS II AG0274 AG0274.The horizontal coordinates were scaled from a topographic map and have AG0274.an estimated accuracy of +/- 6 seconds. AG0274 AG0274.The orthometric height was determined by differential leveling AG0274.and adjusted by the National Geodetic Survey in June 1991. AG0274 AG0274.The geoid height was determined by GEOID03. AG0274 AG0274.The dynamic height is computed by dividing the NAVD 88 AG0274.geopotential number by the normal gravity value computed on the AG0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0274.degrees latitude (g = 980.6199 gals.). AG0274 AG0274.The modeled gravity was interpolated from observed gravity values. AG0274 AG0274; North East Units Estimated Accuracy AG0274;SPC FL W - 388,520. 132,220. MT (+/- 180 meters Scaled) AG0274 AG0274 SUPERSEDED SURVEY CONTROL AG0274 AG0274 NGVD 29 (??/??/92) 4.619 (m) 15.15 (f) ADJ UNCH 2 2 AG0274 AG0274.Superseded values are not recommended for survey control. AG0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0274.See file dsdata.txt to determine how the superseded data were derived. AG0274 AG0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL337804(NAD 83) AG0274_MARKER: DD = SURVEY DISK AG0274_SETTING: 30 = INLET AG0274_STAMPING: 420 AG0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0274+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005 AG0274 AG0274 HISTORY - Date Condition Report By AG0274 HISTORY - UNK MONUMENTED FLHD AG0274 HISTORY - 1976 GOOD NGS AG0274 HISTORY - 19981103 GOOD USPSQD AG0274 HISTORY - 20050118 GOOD USPSQD AG0274 AG0274 STATION DESCRIPTION AG0274 AG0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0274'IN PINELLAS PARK. AG0274'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N., AG0274'PARK BLVD.) AND S.R. S-691 (49TH ST.). RUN EASTERLY ON S.R. 694 FOR AG0274'0.70 MILES. STATION ON RIGHT, 41.3 FT. SOUTH OF THE CENTERLINE OF AG0274'74TH AVE. N., 45.2 FT. EAST OF A CONCRETE LIGHT POLE (NO NUMBER). SET AG0274'IN THE TOP OF A CONCRETE INLET. SECTION 27, T 30, R 16. AG0274 AG0274 STATION RECOVERY (1998) AG0274 AG0274'RECOVERY NOTE BY US POWER SQUADRON 1998 AG0274'RECOVERED IN GOOD CONDITION. AG0274 AG0274 STATION RECOVERY (2005) AG0274 AG0274'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR) AG0274'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG7102 *********************************************************************** AG7102 DESIGNATION - 88 C OF SP AG7102 PID - AG7102 AG7102 STATE/COUNTY- FL/PINELLAS AG7102 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG7102 AG7102 *CURRENT SURVEY CONTROL AG7102 ___________________________________________________________________ AG7102* NAD 83(1986)- 27 43 15. (N) 082 39 16. (W) SCALED AG7102* NAVD 88 - 3.510 (meters) 11.52 (feet) ADJUSTED AG7102 ___________________________________________________________________ AG7102 GEOID HEIGHT- -24.45 (meters) GEOID03 AG7102 DYNAMIC HT - 3.505 (meters) 11.50 (feet) COMP AG7102 MODELED GRAV- 979,169.1 (mgal) NAVD 88 AG7102 AG7102 VERT ORDER - SECOND CLASS II AG7102 AG7102.The horizontal coordinates were scaled from a topographic map and have AG7102.an estimated accuracy of +/- 6 seconds. AG7102 AG7102.The orthometric height was determined by differential leveling AG7102.and adjusted by the National Geodetic Survey in June 1991. AG7102 AG7102.The geoid height was determined by GEOID03. AG7102 AG7102.The dynamic height is computed by dividing the NAVD 88 AG7102.geopotential number by the normal gravity value computed on the AG7102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7102.degrees latitude (g = 980.6199 gals.). AG7102 AG7102.The modeled gravity was interpolated from observed gravity values. AG7102 AG7102; North East Units Estimated Accuracy AG7102;SPC FL W - 375,450. 135,470. MT (+/- 180 meters Scaled) AG7102 AG7102 SUPERSEDED SURVEY CONTROL AG7102 AG7102 NGVD 29 (??/??/92) 3.795 (m) 12.45 (f) ADJ UNCH 2 2 AG7102 AG7102.Superseded values are not recommended for survey control. AG7102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7102.See file dsdata.txt to determine how the superseded data were derived. AG7102 AG7102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL369673(NAD 83) AG7102_MARKER: DD = SURVEY DISK AG7102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7102_PROJECTION: PROJECTING 3 CENTIMETERS AG7102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7102+STABILITY: SURFACE MOTION AG7102 AG7102 HISTORY - Date Condition Report By AG7102 HISTORY - UNK MONUMENTED FL2730 AG7102 HISTORY - 1977 GOOD FL-103 AG7102 HISTORY - 19980321 GOOD USPSQD AG7102 HISTORY - 20050206 MARK NOT FOUND USPSQD AG7102 AG7102 STATION DESCRIPTION AG7102 AG7102'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 AG7102'IN ST PETERSBURG. AG7102'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 34TH ST. AG7102'AND PINELLAS BAYWAY 54TH AVE. S. U.S. ALT. HWY. 19A, RUN EASTERLY ON AG7102'54TH AVE. S. FOR 1.55 MILES TO 16TH ST. TURN LEFT AND RUN NORTHERLY AG7102'ON 16TH ST. FOR 0.10 MILE TO ALCAZAR WAY S. STATION ON RIGHT, IN THE AG7102'N.E. CORNER, 42.5 FT. EAST OF THE CENTERLINE OF 16TH ST. ALHAMBRA WAY AG7102'S., 14.7 FT. NORTH OF THE CENTERLINE OF ALCAZAR WAY S., 109.9 FT. S.W. AG7102'OF THE S.W. CORNER OF A ONE STORY BLOCK HOUSE 1538 ALHAMBRA WAY S., AG7102'65.3 FT. EAST OF A POWER AND LIGHT POLE NUMBER ML 1077, 51.0 FT. AG7102'N.N.E. OF A FIRE HYDRANT, 36.1 FT. S.E. OF A 15 INCH PALM TREE, 4.9 AG7102'FT. NORTH OF THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT AG7102'IS 1 INCH ABOVE THE GROUND. NO STAMPING ON DISK. AG7102 AG7102 STATION RECOVERY (1998) AG7102 AG7102'RECOVERY NOTE BY US POWER SQUADRON 1998 AG7102'RECOVERED IN GOOD CONDITION. AG7102 AG7102 STATION RECOVERY (2005) AG7102 AG7102'RECOVERY NOTE BY US POWER SQUADRON 2005 AG7102'THE REFERENCED LIGHT POLE NO LONGER EXISTS. OTHER MARKERS WERE AG7102'LOCATED, BUT THERE IS NOW A STOP SIGN VERY CLOSE TO THE MARKER AG7102'LOCATION, AND MAY HAVE DESTROYED IT. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG0496 *********************************************************************** AG0496 DESIGNATION - DUMP E AG0496 PID - AG0496 AG0496 STATE/COUNTY- FL/PINELLAS AG0496 USGS QUAD - ST PETERSBURG (1987) AG0496 AG0496 *CURRENT SURVEY CONTROL AG0496 ___________________________________________________________________ AG0496* NAD 83(1990)- 27 51 00.97637(N) 082 41 30.72739(W) ADJUSTED AG0496* NAVD 88 - 3.635 (meters) 11.93 (feet) ADJUSTED AG0496 ___________________________________________________________________ AG0496 LAPLACE CORR- -1.75 (seconds) DEFLEC99 AG0496 GEOID HEIGHT- -24.54 (meters) GEOID03 AG0496 DYNAMIC HT - 3.630 (meters) 11.91 (feet) COMP AG0496 MODELED GRAV- 979,181.2 (mgal) NAVD 88 AG0496 AG0496 HORZ ORDER - SECOND AG0496 VERT ORDER - SECOND CLASS II AG0496 AG0496.The horizontal coordinates were established by classical geodetic methods AG0496.and adjusted by the National Geodetic Survey in May 1991. AG0496 AG0496.The orthometric height was determined by differential leveling AG0496.and adjusted by the National Geodetic Survey in June 1991. AG0496 AG0496.The Laplace correction was computed from DEFLEC99 derived deflections. AG0496 AG0496.The geoid height was determined by GEOID03. AG0496 AG0496.The dynamic height is computed by dividing the NAVD 88 AG0496.geopotential number by the normal gravity value computed on the AG0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0496.degrees latitude (g = 980.6199 gals.). AG0496 AG0496.The modeled gravity was interpolated from observed gravity values. AG0496 AG0496; North East Units Scale Factor Converg. AG0496;SPC FL W - 389,809.493 131,855.736 MT 0.99999847 -0 19 23.6 AG0496;UTM 17 - 3,081,765.585 333,408.092 MT 0.99994256 -0 47 26.0 AG0496 AG0496! - Elev Factor x Scale Factor = Combined Factor AG0496!SPC FL W - 1.00000328 x 0.99999847 = 1.00000175 AG0496!UTM 17 - 1.00000328 x 0.99994256 = 0.99994584 AG0496 AG0496: Primary Azimuth Mark Grid Az AG0496:SPC FL W - SKYVIEW B 269 06 14.3 AG0496:UTM 17 - SKYVIEW B 269 34 16.7 AG0496 AG0496|---------------------------------------------------------------------| AG0496| PID Reference Object Distance Geod. Az | AG0496| dddmmss.s | AG0496| AG0927 SKYVIEW B APPROX. 0.8 KM 2684650.7 | AG0496|---------------------------------------------------------------------| AG0496 AG0496 SUPERSEDED SURVEY CONTROL AG0496 AG0496 NAD 83(1986)- 27 51 00.98212(N) 082 41 30.73956(W) AD( ) 2 AG0496 NAD 27 - 27 50 59.89483(N) 082 41 31.38125(W) AD( ) 2 AG0496 NGVD 29 (??/??/92) 3.898 (m) 12.79 (f) ADJ UNCH 2 2 AG0496 AG0496.Superseded values are not recommended for survey control. AG0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0496.See file dsdata.txt to determine how the superseded data were derived. AG0496 AG0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3340881766(NAD 83) AG0496_MARKER: DD = SURVEY DISK AG0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0496_STAMPING: DUMP E AG0496_MARK LOGO: FL-103 AG0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0496+STABILITY: SURFACE MOTION AG0496 AG0496 HISTORY - Date Condition Report By AG0496 HISTORY - 1976 MONUMENTED FL-103 AG0496 HISTORY - 1976 GOOD FLDT AG0496 HISTORY - 1983 GOOD USPSQD AG0496 HISTORY - 1989 MARK NOT FOUND USPSQD AG0496 HISTORY - 20050118 MARK NOT FOUND USPSQD AG0496 AG0496 STATION DESCRIPTION AG0496 AG0496'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0496'THE STATION IS LOCATED IN THE NORTHEASTERN PORTION OF THE TOWN OF AG0496'PINELLAS PARK, ON THE WEST SIDE OF U.S. HIGHWAY 19 AND JUST NORTH AG0496'OF A DRAINAGE DITCH AT 86TH AVENUE EXTENSION, IN SECTION 22, AG0496'TOWNSHIP 30 SOUTH, RANGE 16 EAST. AG0496' AG0496'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE ROUTE 694 AG0496'(PARK BOULEVARD, AND OR 74TH AVENUE N.), GO NORTHWESTWARDLY ALONG AG0496'U.S. HIGHWAY 19 FOR 1.0 MILE TO A DRAINAGE DITCH UNDER THE AG0496'HIGHWAY. STATION IS ON THE WEST SIDE OF U.S. HIGHWAY 19 AS AG0496'DESCRIBED. AG0496' AG0496'BRONZE DISK STAMPED DUMP E SET IN TOP OF A 12 INCH DIAMETER AG0496'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0496' AG0496'IT IS 43.8 FEET SOUTHWEST OF CENTER OF THE SOUTHBOUND LANES OF AG0496'U.S. HIGHWAY 19, 25.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF AG0496'THE HEADWALL, 18.5 FEET NORTHWEST OF THE WESTERN END OF A WING AG0496'WALL. AG0496' AG0496'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0496 AG0496 STATION RECOVERY (1976) AG0496 AG0496'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0496'AT PINELLAS PARK. AG0496'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AG0496'49TH ST. (SR 691). RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.05 MILE. AG0496'STATION ON RIGHT, 76.5 FT. S.W. OF THE CENTERLINE OF U.S. HWY. AG0496'19, 135.5 FT. S.S.E. OF LIGHT POLE, NUMBER 1-90864, 26.2 FT. AG0496'WEST OF THE N.W. CORNER OF CONCRETE HEADWALL. SET IN THE TOP AG0496'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 27, AG0496'T 30, R 16. AG0496 AG0496 STATION RECOVERY (1983) AG0496 AG0496'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0496'RECOVERED IN GOOD CONDITION. AG0496 AG0496 STATION RECOVERY (1989) AG0496 AG0496'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW) AG0496'MARK NOT FOUND. AG0496 AG0496 STATION RECOVERY (2005) AG0496 AG0496'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR) AG0496'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG0499 *********************************************************************** AG0499 DESIGNATION - DUMP J AG0499 PID - AG0499 AG0499 STATE/COUNTY- FL/PINELLAS AG0499 USGS QUAD - ST PETERSBURG (1987) AG0499 AG0499 *CURRENT SURVEY CONTROL AG0499 ___________________________________________________________________ AG0499* NAD 83(1990)- 27 50 21.72881(N) 082 41 30.27685(W) ADJUSTED AG0499* NAVD 88 - 4.737 (meters) 15.54 (feet) ADJUSTED AG0499 ___________________________________________________________________ AG0499 LAPLACE CORR- -1.79 (seconds) DEFLEC99 AG0499 GEOID HEIGHT- -24.52 (meters) GEOID03 AG0499 DYNAMIC HT - 4.730 (meters) 15.52 (feet) COMP AG0499 MODELED GRAV- 979,180.4 (mgal) NAVD 88 AG0499 AG0499 HORZ ORDER - SECOND AG0499 VERT ORDER - SECOND CLASS II AG0499 AG0499.The horizontal coordinates were established by classical geodetic methods AG0499.and adjusted by the National Geodetic Survey in May 1991. AG0499 AG0499.The orthometric height was determined by differential leveling AG0499.and adjusted by the National Geodetic Survey in June 1991. AG0499 AG0499.The Laplace correction was computed from DEFLEC99 derived deflections. AG0499 AG0499.The geoid height was determined by GEOID03. AG0499 AG0499.The dynamic height is computed by dividing the NAVD 88 AG0499.geopotential number by the normal gravity value computed on the AG0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0499.degrees latitude (g = 980.6199 gals.). AG0499 AG0499.The modeled gravity was interpolated from observed gravity values. AG0499 AG0499; North East Units Scale Factor Converg. AG0499;SPC FL W - 388,601.307 131,861.249 MT 0.99999846 -0 19 23.0 AG0499;UTM 17 - 3,080,557.462 333,403.753 MT 0.99994258 -0 47 24.8 AG0499 AG0499! - Elev Factor x Scale Factor = Combined Factor AG0499!SPC FL W - 1.00000311 x 0.99999846 = 1.00000157 AG0499!UTM 17 - 1.00000311 x 0.99994258 = 0.99994569 AG0499 AG0499: Primary Azimuth Mark Grid Az AG0499:SPC FL W - DUMP K 094 46 46.6 AG0499:UTM 17 - DUMP K 095 14 48.4 AG0499 AG0499|---------------------------------------------------------------------| AG0499| PID Reference Object Distance Geod. Az | AG0499| dddmmss.s | AG0499| AG7363 DUMP K 471.195 METERS 0942723.6 | AG0499|---------------------------------------------------------------------| AG0499 AG0499 SUPERSEDED SURVEY CONTROL AG0499 AG0499 NAD 83(1986)- 27 50 21.73454(N) 082 41 30.28912(W) AD( ) 2 AG0499 NAD 27 - 27 50 20.64587(N) 082 41 30.93075(W) AD( ) 2 AG0499 NGVD 29 (??/??/92) 4.999 (m) 16.40 (f) ADJ UNCH 2 2 AG0499 AG0499.Superseded values are not recommended for survey control. AG0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0499.See file dsdata.txt to determine how the superseded data were derived. AG0499 AG0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3340480557(NAD 83) AG0499_MARKER: DD = SURVEY DISK AG0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0499_STAMPING: DUMP J AG0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0499+STABILITY: SURFACE MOTION AG0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0499+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005 AG0499 AG0499 HISTORY - Date Condition Report By AG0499 HISTORY - 1976 MONUMENTED FL-103 AG0499 HISTORY - 1976 GOOD NGS AG0499 HISTORY - 1983 GOOD USPSQD AG0499 HISTORY - 20050125 GOOD USPSQD AG0499 AG0499 STATION DESCRIPTION AG0499 AG0499'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0499'THE STATION IS LOCATED IN THE EASTERN PORTION OF PINELLAS PARK, AG0499'ON THE NORTH SIDE OF PARK BOULEVARD, IN SECTION 27, TOWNSHIP 30 AG0499'SOUTH, RANGE 16 EAST. AG0499' AG0499'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE ROUTE 694 AG0499'(KNOWN AS PARK BOULEVARD AND 74TH AVENUE N.), GO WEST ON PARK AG0499'BOULEVARD FOR .50 MILE TO THE INTERSECTION OF 43RD STREET AG0499'N. STATION IS IN THE NORTHEAST CORNER OF INTERSECTION AS AG0499'DESCRIBED. AG0499' AG0499'BRONZE DISK STAMPED DUMP J SET IN TOP OF A 12 INCH DIAMETER AG0499'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0499' AG0499'IT IS 64.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE ROYAL AG0499'EDGER AND MOWER COMPANY, 28.5 FEET NORTH OF CENTER OF THE AG0499'WESTBOUND LANES OF PARK BOULEVARD, 12.1 FEET NORTHEAST OF A AG0499'CONCRETE LIGHT POLE, 3.1 FEET NORTH OF NORTH EDGE OF SIDEWALK. AG0499' AG0499'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0499 AG0499 STATION RECOVERY (1976) AG0499 AG0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0499'IN PINELLAS PARK. AG0499'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N., AG0499'PARK BLVD.) AND S.R. S-691 (49TH ST.). RUN EASTERLY ON S.R. 694 FOR AG0499'0.50 MILES TO THE INTERSECTION OF 43RD ST. STATION ON LEFT, N.E. AG0499'CORNER, 50.9 FT. NORTH OF THE CENTERLINE OF 74TH AVE. N., 66.7 FT. AG0499'EAST OF THE CENTERLINE OF 43RD ST., 40.1 FT. S.W. OF THE S.W. CORNER AG0499'OF A SINGLE STORY BUILDING (4275 74TH AVE. N.), 10.6 FT. N.E. OF A AG0499'CONCRETE POWER AND LIGHT POLE (2A-1177), 9.4 FT. NORTH OF THE BACK OF AG0499'CURB. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE AG0499'GROUND. SECTION 27, T 30, R 16. AG0499 AG0499 STATION RECOVERY (1983) AG0499 AG0499'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0499'RECOVERED IN GOOD CONDITION. AG0499 AG0499 STATION RECOVERY (2005) AG0499 AG0499'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR) AG0499'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG0654 *********************************************************************** AG0654 DESIGNATION - LEALMAN B AG0654 PID - AG0654 AG0654 STATE/COUNTY- FL/PINELLAS AG0654 USGS QUAD - ST PETERSBURG (1987) AG0654 AG0654 *CURRENT SURVEY CONTROL AG0654 ___________________________________________________________________ AG0654* NAD 83(1990)- 27 49 55.31388(N) 082 41 45.08303(W) ADJUSTED AG0654* NAVD 88 - 5.245 (meters) 17.21 (feet) ADJUSTED AG0654 ___________________________________________________________________ AG0654 LAPLACE CORR- -1.78 (seconds) DEFLEC99 AG0654 GEOID HEIGHT- -24.51 (meters) GEOID03 AG0654 DYNAMIC HT - 5.237 (meters) 17.18 (feet) COMP AG0654 MODELED GRAV- 979,180.0 (mgal) NAVD 88 AG0654 AG0654 HORZ ORDER - SECOND AG0654 VERT ORDER - SECOND CLASS II AG0654 AG0654.The horizontal coordinates were established by classical geodetic methods AG0654.and adjusted by the National Geodetic Survey in May 1991. AG0654 AG0654.The orthometric height was determined by differential leveling AG0654.and adjusted by the National Geodetic Survey in June 1991. AG0654 AG0654.The Laplace correction was computed from DEFLEC99 derived deflections. AG0654 AG0654.The geoid height was determined by GEOID03. AG0654 AG0654.The dynamic height is computed by dividing the NAVD 88 AG0654.geopotential number by the normal gravity value computed on the AG0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0654.degrees latitude (g = 980.6199 gals.). AG0654 AG0654.The modeled gravity was interpolated from observed gravity values. AG0654 AG0654; North East Units Scale Factor Converg. AG0654;SPC FL W - 387,790.496 131,451.501 MT 0.99999915 -0 19 29.6 AG0654;UTM 17 - 3,079,750.063 332,987.432 MT 0.99994429 -0 47 31.0 AG0654 AG0654! - Elev Factor x Scale Factor = Combined Factor AG0654!SPC FL W - 1.00000303 x 0.99999915 = 1.00000218 AG0654!UTM 17 - 1.00000303 x 0.99994429 = 0.99994732 AG0654 AG0654: Primary Azimuth Mark Grid Az AG0654:SPC FL W - PINELLAS PARK MUN TANK 353 23 09.6 AG0654:UTM 17 - PINELLAS PARK MUN TANK 353 51 11.0 AG0654 AG0654|---------------------------------------------------------------------| AG0654| PID Reference Object Distance Geod. Az | AG0654| dddmmss.s | AG0654| AG2249 LEALMAN B PT A 13.361 METERS 09005 | AG0654| AG2218 ST PETERSBURG RAD STA WWBA MST APPROX. 2.5 KM 0961942.2 | AG0654| AG2233 PINELLAS PARK MUN TANK APPROX. 2.1 KM 3530340.0 | AG0654|---------------------------------------------------------------------| AG0654 AG0654 SUPERSEDED SURVEY CONTROL AG0654 AG0654 NAD 83(1986)- 27 49 55.31955(N) 082 41 45.09534(W) AD( ) 2 AG0654 NAD 27 - 27 49 54.22962(N) 082 41 45.73578(W) AD( ) 2 AG0654 NGVD 29 (??/??/92) 5.508 (m) 18.07 (f) ADJ UNCH 2 2 AG0654 AG0654.Superseded values are not recommended for survey control. AG0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0654.See file dsdata.txt to determine how the superseded data were derived. AG0654 AG0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3298779750(NAD 83) AG0654_MARKER: DD = SURVEY DISK AG0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0654_STAMPING: LEALMAN B AG0654_MARK LOGO: FL-103 AG0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0654+STABILITY: SURFACE MOTION AG0654 AG0654 HISTORY - Date Condition Report By AG0654 HISTORY - 1973 MONUMENTED FL-103 AG0654 HISTORY - 1976 GOOD NGS AG0654 HISTORY - 20031014 MARK NOT FOUND USPSQD AG0654 HISTORY - 20050125 MARK NOT FOUND USPSQD AG0654 AG0654 STATION DESCRIPTION AG0654 AG0654'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG0654'LOCATED IN THE SOUTHEAST SECTION OF PINELLAS PARK, ABOUT A AG0654'MILE WEST OF U.S. HIGHWAY 19. AG0654' AG0654'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE ROUTE AG0654'694 (PARK BOULEVARD), GO SOUTHEASTWARDLY ON U.S. HIGHWAY 19 FOR AG0654'0.3 MILE TO 70TH AVENUE NORTH ON THE RIGHT. TURN RIGHT AND GO AG0654'WEST ON 70TH AVENUE NORTH FOR 0.35 MILE TO 40TH STREET NORTH. AG0654'TURN LEFT AND GO SOUTH ON 40TH STREET NORTH FOR 0.25 MILE TO AG0654'66TH AVENUE NORTH. TURN RIGHT AND GO WEST ON 66TH AVENUE AG0654'NORTH FOR 0.5 MILE TO 46TH STREET NORTH AND STATION AT THE AG0654'NORTHEAST CORNER AS DESCRIBED. AG0654' AG0654'BRONZE DISK STAMPED LEALMAN-B SET IN THE TOP OF A 12 INCH AG0654'DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE AG0654'GROUND. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF AG0654'CONCRETE 48 INCHES BELOW THE GROUND SURFACE. IT IS ABOUT 35.8 AG0654'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF RESIDENCE NUMBER AG0654'4591, 22.5 FEET NORTH OF THE INTERSECTION OF 66TH AVENUE NORTH AG0654'AND PROPOSED 46TH STREET NORTH AND 13 FEET WEST OF THE END OF AG0654'SIDEWALK. AG0654' AG0654'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0654 AG0654 STATION RECOVERY (1976) AG0654 AG0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0654'IN PINELLAS PARK. AG0654'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 AG0654'(SR-595, 5TH AVE. N.) AND SR S-691 (49TH ST.). RUN NORTHERLY ON 49 AG0654'ST. FOR 4.15 MILES TO 70TH AVE. N. TURN RIGHT ON 70TH AVE. N. AND RUN AG0654'EASTERLY FOR 0.50 MILE TO 43RD ST. TURN RIGHT ON 43RD ST. AND RUN AG0654'SOUTHERLY FOR 0.25 MILE TO 66 AVE. TURN RIGHT AND RUN WESTERLY ON 66 AG0654'AVE. FOR 0.25 MILE TO THE END OF PAVEMENT. STATION ON RIGHT, 16.6 FT. AG0654'NORTH OF THE EXTENDED CENTERLINE OF 66 AVE., 35.9 FT. S.W. OF THE S.W. AG0654'CORNER OF 1 STORY CONCRETE BLOCK HOUSE (4591 66 AVE.), 37.5 FT. N.W. AG0654'OF LIGHT POLE (NUMBER 101359), 30.5 FT. WEST OF THE CENTERLINE OF AG0654'ASPHALT DRIVEWAY (4591 66 AVE.), 15.5 FT. W.N.W. OF THE END OF CURB. AG0654'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. AG0654'SECTION 34, T 30, R 16. AG0654 AG0654 STATION RECOVERY (2003) AG0654 AG0654'RECOVERY NOTE BY US POWER SQUADRON 2003 AG0654'NO SIGN OF MARK--HOMEOWNER 4591 66TH AVE SAID IN OVER 10 YEARS LIVING AG0654'THERE HAS NEVER SEEN IT. LOCATION AS SANDY SOIL, WITHIN 2 METERS OF AG0654'DRAINAGE CANAL. LIGHT POLE 101359 NOT THERE EITHER. AG0654 AG0654 STATION RECOVERY (2005) AG0654 AG0654'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR) AG0654'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG0662 *********************************************************************** AG0662 DESIGNATION - LEALMAN K AG0662 PID - AG0662 AG0662 STATE/COUNTY- FL/PINELLAS AG0662 USGS QUAD - ST PETERSBURG (1987) AG0662 AG0662 *CURRENT SURVEY CONTROL AG0662 ___________________________________________________________________ AG0662* NAD 83(1986)- 27 49 43. (N) 082 41 59. (W) SCALED AG0662* NAVD 88 - 5.955 (meters) 19.54 (feet) ADJUSTED AG0662 ___________________________________________________________________ AG0662 GEOID HEIGHT- -24.50 (meters) GEOID03 AG0662 DYNAMIC HT - 5.947 (meters) 19.51 (feet) COMP AG0662 MODELED GRAV- 979,179.8 (mgal) NAVD 88 AG0662 AG0662 VERT ORDER - SECOND CLASS II AG0662 AG0662.The horizontal coordinates were scaled from a topographic map and have AG0662.an estimated accuracy of +/- 6 seconds. AG0662 AG0662.The orthometric height was determined by differential leveling AG0662.and adjusted by the National Geodetic Survey in June 1991. AG0662 AG0662.The geoid height was determined by GEOID03. AG0662 AG0662.The dynamic height is computed by dividing the NAVD 88 AG0662.geopotential number by the normal gravity value computed on the AG0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0662.degrees latitude (g = 980.6199 gals.). AG0662 AG0662.The modeled gravity was interpolated from observed gravity values. AG0662 AG0662; North East Units Estimated Accuracy AG0662;SPC FL W - 387,410. 131,070. MT (+/- 180 meters Scaled) AG0662 AG0662 SUPERSEDED SURVEY CONTROL AG0662 AG0662 NGVD 29 (??/??/92) 6.218 (m) 20.40 (f) ADJ UNCH 2 2 AG0662 AG0662.Superseded values are not recommended for survey control. AG0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0662.See file dsdata.txt to determine how the superseded data were derived. AG0662 AG0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL326793(NAD 83) AG0662_MARKER: DD = SURVEY DISK AG0662_SETTING: 30 = CONCRETE INLET AG0662_STAMPING: LEALMAN K AG0662 AG0662 HISTORY - Date Condition Report By AG0662 HISTORY - UNK MONUMENTED AG0662 HISTORY - 1976 GOOD NGS AG0662 HISTORY - 1977 GOOD FL-103 AG0662 HISTORY - 20050118 MARK NOT FOUND USPSQD AG0662 AG0662 STATION DESCRIPTION AG0662 AG0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0662'IN PINELLAS PARK. AG0662'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 AG0662'(SR-595, 5TH AVE. N.) AND SR S-691 (49TH ST.). RUN NORTHERLY ON 49 AG0662'ST. FOR 3.60 MILES TO 62 AVE. N. STATION ON RIGHT, IN THE S.E. AG0662'CORNER, 50.8 FT. EAST OF THE CENTERLINE OF 49 ST. N., 25.1 FT. SOUTH AG0662'OF THE CENTERLINE OF 62 AVE. N., 17.9 FT. N.N.E. OF POWER POLE (NUMBER AG0662'1-94557), 7.1 FT. N.N.W. OF SIGNAL LIGHT POLE (NO NUMBER). SET IN THE AG0662'TOP OF A CONCRETE INLET. SECTION 33, T 30, R 16. AG0662 AG0662 STATION RECOVERY (1977) AG0662 AG0662'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977 AG0662'RECOVERED IN GOOD CONDITION. AG0662 AG0662 STATION RECOVERY (2005) AG0662 AG0662'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR) AG0662'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG0663 *********************************************************************** AG0663 DESIGNATION - LEALMAN L AG0663 PID - AG0663 AG0663 STATE/COUNTY- FL/PINELLAS AG0663 USGS QUAD - ST PETERSBURG (1987) AG0663 AG0663 *CURRENT SURVEY CONTROL AG0663 ___________________________________________________________________ AG0663* NAD 83(1990)- 27 50 07.79932(N) 082 42 00.28505(W) ADJUSTED AG0663* NAVD 88 - 5.299 (meters) 17.39 (feet) ADJUSTED AG0663 ___________________________________________________________________ AG0663 LAPLACE CORR- -1.76 (seconds) DEFLEC99 AG0663 GEOID HEIGHT- -24.51 (meters) GEOID03 AG0663 DYNAMIC HT - 5.292 (meters) 17.36 (feet) COMP AG0663 MODELED GRAV- 979,180.4 (mgal) NAVD 88 AG0663 AG0663 HORZ ORDER - SECOND AG0663 VERT ORDER - SECOND CLASS II AG0663 AG0663.The horizontal coordinates were established by classical geodetic methods AG0663.and adjusted by the National Geodetic Survey in May 1991. AG0663 AG0663.The orthometric height was determined by differential leveling AG0663.and adjusted by the National Geodetic Survey in June 1991. AG0663 AG0663.The Laplace correction was computed from DEFLEC99 derived deflections. AG0663 AG0663.The geoid height was determined by GEOID03. AG0663 AG0663.The dynamic height is computed by dividing the NAVD 88 AG0663.geopotential number by the normal gravity value computed on the AG0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0663.degrees latitude (g = 980.6199 gals.). AG0663 AG0663.The modeled gravity was interpolated from observed gravity values. AG0663 AG0663; North East Units Scale Factor Converg. AG0663;SPC FL W - 388,177.188 131,037.698 MT 0.99999986 -0 19 36.9 AG0663;UTM 17 - 3,080,140.094 332,576.817 MT 0.99994599 -0 47 38.4 AG0663 AG0663! - Elev Factor x Scale Factor = Combined Factor AG0663!SPC FL W - 1.00000302 x 0.99999986 = 1.00000288 AG0663!UTM 17 - 1.00000302 x 0.99994599 = 0.99994901 AG0663 AG0663 SUPERSEDED SURVEY CONTROL AG0663 AG0663 NAD 83(1986)- 27 50 07.80512(N) 082 42 00.29735(W) AD( ) 2 AG0663 NAD 27 - 27 50 06.71600(N) 082 42 00.93819(W) AD( ) 2 AG0663 NGVD 29 (??/??/92) 5.562 (m) 18.25 (f) ADJ UNCH 2 2 AG0663 AG0663.Superseded values are not recommended for survey control. AG0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0663.See file dsdata.txt to determine how the superseded data were derived. AG0663 AG0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3257780140(NAD 83) AG0663_MARKER: DD = SURVEY DISK AG0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0663_STAMPING: LEALMAN L AG0663_MARK LOGO: FL-103 AG0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0663+STABILITY: SURFACE MOTION AG0663 AG0663 HISTORY - Date Condition Report By AG0663 HISTORY - 1976 MONUMENTED FL-103 AG0663 HISTORY - 1976 GOOD NGS AG0663 HISTORY - 20050118 MARK NOT FOUND USPSQD AG0663 AG0663 STATION DESCRIPTION AG0663 AG0663'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0663'THE STATION IS LOCATED IN THE SOUTH CENTRAL PORTION OF PINELLAS AG0663'PARK .50 MILES NORTH OF ST. PETERSBURG, IN SECTION 33, TOWNSHIP AG0663'30 SOUTH, RANGE 16 EAST. AG0663' AG0663'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE ROUTE AG0663'694 (PARK BOULEVARD) IN PINELLAS PARK, GO WEST ON PARK BOULEVARD AG0663'FOR 1.0 MILE TO THE INTERSECTION OF 49TH STREET NORTH. TURN LEFT AG0663'AND GO SOUTH ON 49TH STREET NORTH FOR .25 MILES TO THE AG0663'INTERSECTION OF 70TH AVENUE NORTH. STATION IS IN THE SOUTHWEST AG0663'CORNER OF THE INTERSECTION AS DESCRIBED. AG0663' AG0663'BRONZE DISK STAMPED LEALMAN L SET IN THE TOP OF A 12-INCH AG0663'DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF AG0663'THE GROUND. AG0663' AG0663'IT IS 29.0 FEET WEST OF CENTER OF THE SOUTH BOUND LANES OF 49TH AG0663'STREET NORTH, 29.6 FEET SOUTH OF CENTER OF 70TH AVENUE NORTH, AG0663'10.1 FEET NORTH OF A 6-INCH HIGH CURBING, AND 2.4 FEET NORTHEAST AG0663'OF A CONCRETE TRAFFIC LIGHT POLE. AG0663' AG0663'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0663 AG0663 STATION RECOVERY (1976) AG0663 AG0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0663'IN PINELLAS PARK. AG0663'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 AG0663'(SR-595, 5TH AVE. N.) AND SR S-691 (49TH ST.). RUN NORTHERLY ON 49 AG0663'ST. FOR 4.15 MILES TO 70TH AVE. N. STATION ON LEFT, IN THE S.W. AG0663'CORNER, 53.3 FT. WEST OF THE CENTERLINE OF 49 ST. N., 30.5 FT. SOUTH AG0663'OF THE CENTERLINE OF 70 AVE. N., 28.5 FT. E.N.E. OF TELEPHONE POLE AG0663'(NUMBER 7000), 2.6 FT. N.E. OF SIGNAL LIGHT POLE (NO NUMBER), 4.0 FT. AG0663'S.W. OF THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS AG0663'FLUSH WITH THE GROUND. SECTION 33, T 30, R 16. AG0663 AG0663 STATION RECOVERY (2005) AG0663 AG0663'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR) AG0663'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG0664 *********************************************************************** AG0664 DESIGNATION - LEALMAN M AG0664 PID - AG0664 AG0664 STATE/COUNTY- FL/PINELLAS AG0664 USGS QUAD - ST PETERSBURG (1987) AG0664 AG0664 *CURRENT SURVEY CONTROL AG0664 ___________________________________________________________________ AG0664* NAD 83(1990)- 27 50 21.09724(N) 082 42 19.94566(W) ADJUSTED AG0664* NAVD 88 - 5.017 (meters) 16.46 (feet) ADJUSTED AG0664 ___________________________________________________________________ AG0664 LAPLACE CORR- -1.73 (seconds) DEFLEC99 AG0664 GEOID HEIGHT- -24.50 (meters) GEOID03 AG0664 DYNAMIC HT - 5.009 (meters) 16.43 (feet) COMP AG0664 MODELED GRAV- 979,180.6 (mgal) NAVD 88 AG0664 AG0664 HORZ ORDER - SECOND AG0664 VERT ORDER - SECOND CLASS II AG0664 AG0664.The horizontal coordinates were established by classical geodetic methods AG0664.and adjusted by the National Geodetic Survey in May 1991. AG0664 AG0664.The orthometric height was determined by differential leveling AG0664.and adjusted by the National Geodetic Survey in June 1991. AG0664 AG0664.The Laplace correction was computed from DEFLEC99 derived deflections. AG0664 AG0664.The geoid height was determined by GEOID03. AG0664 AG0664.The dynamic height is computed by dividing the NAVD 88 AG0664.geopotential number by the normal gravity value computed on the AG0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0664.degrees latitude (g = 980.6199 gals.). AG0664 AG0664.The modeled gravity was interpolated from observed gravity values. AG0664 AG0664; North East Units Scale Factor Converg. AG0664;SPC FL W - 388,589.606 130,502.065 MT 1.00000077 -0 19 46.2 AG0664;UTM 17 - 3,080,556.843 332,044.593 MT 0.99994819 -0 47 48.0 AG0664 AG0664! - Elev Factor x Scale Factor = Combined Factor AG0664!SPC FL W - 1.00000306 x 1.00000077 = 1.00000383 AG0664!UTM 17 - 1.00000306 x 0.99994819 = 0.99995125 AG0664 AG0664: Primary Azimuth Mark Grid Az AG0664:SPC FL W - SKYVIEW D 091 40 13.4 AG0664:UTM 17 - SKYVIEW D 092 08 15.2 AG0664 AG0664|---------------------------------------------------------------------| AG0664| PID Reference Object Distance Geod. Az | AG0664| dddmmss.s | AG0664| AG0929 SKYVIEW D APPROX. 0.6 KM 0912027.2 | AG0664|---------------------------------------------------------------------| AG0664 AG0664 SUPERSEDED SURVEY CONTROL AG0664 AG0664 NAD 83(1986)- 27 50 21.10307(N) 082 42 19.95794(W) AD( ) 2 AG0664 NAD 27 - 27 50 20.01444(N) 082 42 20.59823(W) AD( ) 2 AG0664 NGVD 29 (??/??/92) 5.280 (m) 17.32 (f) ADJ UNCH 2 2 AG0664 AG0664.Superseded values are not recommended for survey control. AG0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0664.See file dsdata.txt to determine how the superseded data were derived. AG0664 AG0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3204580557(NAD 83) AG0664_MARKER: DD = SURVEY DISK AG0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0664_STAMPING: LEALMAN M AG0664_MARK LOGO: FL-103 AG0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0664+STABILITY: SURFACE MOTION AG0664 AG0664 HISTORY - Date Condition Report By AG0664 HISTORY - 1976 MONUMENTED FL-103 AG0664 HISTORY - 1976 GOOD NGS AG0664 HISTORY - 1983 GOOD USPSQD AG0664 HISTORY - 20050125 MARK NOT FOUND USPSQD AG0664 AG0664 STATION DESCRIPTION AG0664 AG0664'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0664'THE STATION IS LOCATED IN THE CENTRAL PORTION OF PINELLAS PARK, AG0664'ABOUT 1.50 MILES NORTHEAST OF KENNETH CITY, IN SECTION 28, AG0664'TOWNSHIP 30 SOUTH, RANGE 16 EAST. AG0664' AG0664'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE ROUTE AG0664'694 (PARK BOULEVARD OR, AND, 74TH AVENUE N.) IN PINELLAS PARK, GO AG0664'WEST ON PARK BOULEVARD FOR 1.50 MILES TO THE INTERSECTION OF 53RD AG0664'STREET N. STATION IS ABOUT 175 FEET EAST OF THE INTERSECTION IN AG0664'THE CENTER MEDIAN STRIP AS DESCRIBED. AG0664' AG0664'BRONZE DISK STAMPED LEALMAN M SET IN TOP OF A 12 INCH DIAMETER AG0664'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0664' AG0664'IT IS ABOUT 175 FEET EAST OF THE INTERSECTION OF PARK BOULEVARD AG0664'AND 53RD STREET N., 57.5 FEET WEST OF A 16 INCH PALM TREE, 34.5 AG0664'FEET SOUTH OF CENTER OF THE WESTBOUND LANES OF PARK BOULEVARD, AG0664'24.7 FEET NORTH OF CENTER OF THE EASTBOUND LANES OF PARK AG0664'BOULEVARD. AG0664' AG0664'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0664 AG0664 STATION RECOVERY (1976) AG0664 AG0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0664'IN PINELLAS PARK. AG0664'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N., AG0664'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693, 66TH ST.). RUN EASTERLY ON AG0664'S.R. 694 FOR 1.45 MILES. STATION ON LEFT, LOCATED IN GRASS MEDIAN AG0664'STRIP, 4.5 FT. SOUTH OF CENTERLINE OF 74TH AVE. N., 177.5 FT. EAST OF AG0664'THE CENTERLINE OF 53RD ST., 37.9 FT. NORTH OF A LIGHT POLE (NUMBER AG0664'1-82788), 58.0 FT. W.S.W. OF A 12 INCH PALM TREE, 3.5 FT. NORTH OF THE AG0664'BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH AG0664'THE GROUND. SECTION 28, T 30, R 16. AG0664 AG0664 STATION RECOVERY (1983) AG0664 AG0664'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0664'RECOVERED IN GOOD CONDITION. AG0664 AG0664 STATION RECOVERY (2005) AG0664 AG0664'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR) AG0664'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG0665 *********************************************************************** AG0665 DESIGNATION - LEALMAN N AG0665 PID - AG0665 AG0665 STATE/COUNTY- FL/PINELLAS AG0665 USGS QUAD - ST PETERSBURG (1987) AG0665 AG0665 *CURRENT SURVEY CONTROL AG0665 ___________________________________________________________________ AG0665* NAD 83(1990)- 27 50 20.64681(N) 082 42 46.29997(W) ADJUSTED AG0665* NAVD 88 - 5.583 (meters) 18.32 (feet) ADJUSTED AG0665 ___________________________________________________________________ AG0665 LAPLACE CORR- -1.69 (seconds) DEFLEC99 AG0665 GEOID HEIGHT- -24.50 (meters) GEOID03 AG0665 DYNAMIC HT - 5.575 (meters) 18.29 (feet) COMP AG0665 MODELED GRAV- 979,180.8 (mgal) NAVD 88 AG0665 AG0665 HORZ ORDER - SECOND AG0665 VERT ORDER - SECOND CLASS II AG0665 AG0665.The horizontal coordinates were established by classical geodetic methods AG0665.and adjusted by the National Geodetic Survey in May 1991. AG0665 AG0665.The orthometric height was determined by differential leveling AG0665.and adjusted by the National Geodetic Survey in June 1991. AG0665 AG0665.The Laplace correction was computed from DEFLEC99 derived deflections. AG0665 AG0665.The geoid height was determined by GEOID03. AG0665 AG0665.The dynamic height is computed by dividing the NAVD 88 AG0665.geopotential number by the normal gravity value computed on the AG0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0665.degrees latitude (g = 980.6199 gals.). AG0665 AG0665.The modeled gravity was interpolated from observed gravity values. AG0665 AG0665; North East Units Scale Factor Converg. AG0665;SPC FL W - 388,579.909 129,780.857 MT 1.00000201 -0 19 58.5 AG0665;UTM 17 - 3,080,553.027 331,323.367 MT 0.99995119 -0 48 00.3 AG0665 AG0665! - Elev Factor x Scale Factor = Combined Factor AG0665!SPC FL W - 1.00000297 x 1.00000201 = 1.00000498 AG0665!UTM 17 - 1.00000297 x 0.99995119 = 0.99995416 AG0665 AG0665: Primary Azimuth Mark Grid Az AG0665:SPC FL W - LEALMAN M 089 13 47.0 AG0665:UTM 17 - LEALMAN M 089 41 48.8 AG0665 AG0665|---------------------------------------------------------------------| AG0665| PID Reference Object Distance Geod. Az | AG0665| dddmmss.s | AG0665| AG0664 LEALMAN M APPROX. 0.7 KM 0885348.5 | AG0665|---------------------------------------------------------------------| AG0665 AG0665 SUPERSEDED SURVEY CONTROL AG0665 AG0665 NAD 83(1986)- 27 50 20.65270(N) 082 42 46.31225(W) AD( ) 2 AG0665 NAD 27 - 27 50 19.56410(N) 082 42 46.95183(W) AD( ) 2 AG0665 NGVD 29 (??/??/92) 5.846 (m) 19.18 (f) ADJ UNCH 2 2 AG0665 AG0665.Superseded values are not recommended for survey control. AG0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0665.See file dsdata.txt to determine how the superseded data were derived. AG0665 AG0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3132380553(NAD 83) AG0665_MARKER: DD = SURVEY DISK AG0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0665_STAMPING: LEALMAN N AG0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0665+STABILITY: SURFACE MOTION AG0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0665+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005 AG0665 AG0665 HISTORY - Date Condition Report By AG0665 HISTORY - 1976 MONUMENTED FL-103 AG0665 HISTORY - 1976 GOOD NGS AG0665 HISTORY - 1983 GOOD USPSQD AG0665 HISTORY - 20050125 GOOD USPSQD AG0665 AG0665 STATION DESCRIPTION AG0665 AG0665'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0665'THE STATION IS LOCATED IN THE CENTRAL PORTION OF THE TOWN OF AG0665'PINELLAS PARK, ABOUT 1.50 MILES NORTH OF KENNETH CITY IN SECTION AG0665'28, TOWNSHIP 30 SOUTH, RANGE 16 EAST. AG0665' AG0665'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19, AND STATE ROUTE AG0665'694 (PARK BOULEVARD AND OR 74TH AVENUE N.) GO WEST ON PARK AG0665'BOULEVARD FOR 2.00 MILES TO THE INTERSECTION OF THE SEABOARD COAST AG0665'LINE RAILROAD TRACKS. STATION IS IN THE SOUTHEAST CORNER OF THE AG0665'INTERSECTION AS DESCRIBED. AG0665' AG0665'BRONZE DISK STAMPED LEALMAN N SET IN TOP OF A 12 INCH DIAMETER AG0665'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0665' AG0665'IT IS 26.0 FEET NORTHEAST OF THE CENTER OF THE SEABOARD COAST AG0665'LINE RAILROAD TRACKS, 24.9 FEET SOUTH OF CENTER OF THE EASTBOUND AG0665'LANES OF PARK BOULEVARD, 10.5 FEET WEST OF A CONCRETE POWER AND AG0665'LIGHT POLE NUMBER 2A-3468. AG0665' AG0665'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0665 AG0665 STATION RECOVERY (1976) AG0665 AG0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0665'IN PINELLAS PARK. AG0665'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N., AG0665'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693, 66TH ST.). RUN EASTERLY ON AG0665'S.R. 694 FOR 0.95 MILES. STATION ON RIGHT 44.0 FT. SOUTH OF THE AG0665'CENTERLINE OF 74TH AVE. N., 35.3 FT. EAST OF THE EXTENDED CENTERLINE AG0665'OF 58TH ST., 9.4 FT. N.E. OF THE MOST EASTERLY RAIL OF RAILROAD AG0665'TRACKS, 10.9 FT. WEST OF A CONCRETE LIGHT POLE (2A-3468), 2.5 FT. AG0665'SOUTH OF THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS AG0665'FLUSH WITH GROUND. SECTION 28, T 30, R 16. AG0665 AG0665 STATION RECOVERY (1983) AG0665 AG0665'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0665'RECOVERED IN GOOD CONDITION. AG0665 AG0665 STATION RECOVERY (2005) AG0665 AG0665'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR) AG0665'CONCRETE LIGHT POLE HAS BEEN REPLACED BY STEEL POST B116160. STATION AG0665'IS APPROXIMATELY 6 FEET NW OF POLE 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG7081 *********************************************************************** AG7081 DESIGNATION - LEALMAN Z AG7081 PID - AG7081 AG7081 STATE/COUNTY- FL/PINELLAS AG7081 USGS QUAD - ST PETERSBURG (1987) AG7081 AG7081 *CURRENT SURVEY CONTROL AG7081 ___________________________________________________________________ AG7081* NAD 83(1986)- 27 48 24. (N) 082 41 14. (W) SCALED AG7081* NAVD 88 - 16.095 (meters) 52.80 (feet) ADJUSTED AG7081 ___________________________________________________________________ AG7081 GEOID HEIGHT- -24.48 (meters) GEOID03 AG7081 DYNAMIC HT - 16.072 (meters) 52.73 (feet) COMP AG7081 MODELED GRAV- 979,178.0 (mgal) NAVD 88 AG7081 AG7081 VERT ORDER - SECOND CLASS II AG7081 AG7081.The horizontal coordinates were scaled from a topographic map and have AG7081.an estimated accuracy of +/- 6 seconds. AG7081 AG7081.The orthometric height was determined by differential leveling AG7081.and adjusted by the National Geodetic Survey in June 1991. AG7081 AG7081.The geoid height was determined by GEOID03. AG7081 AG7081.The dynamic height is computed by dividing the NAVD 88 AG7081.geopotential number by the normal gravity value computed on the AG7081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7081.degrees latitude (g = 980.6199 gals.). AG7081 AG7081.The modeled gravity was interpolated from observed gravity values. AG7081 AG7081; North East Units Estimated Accuracy AG7081;SPC FL W - 384,980. 132,290. MT (+/- 180 meters Scaled) AG7081 AG7081 SUPERSEDED SURVEY CONTROL AG7081 AG7081 NGVD 29 (??/??/92) 16.359 (m) 53.67 (f) ADJ UNCH 2 2 AG7081 AG7081.Superseded values are not recommended for survey control. AG7081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7081.See file dsdata.txt to determine how the superseded data were derived. AG7081 AG7081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL337769(NAD 83) AG7081_MARKER: DD = SURVEY DISK AG7081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7081_STAMPING: LEALMAN Z AG7081_PROJECTION: FLUSH AG7081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7081+STABILITY: SURFACE MOTION AG7081 AG7081 HISTORY - Date Condition Report By AG7081 HISTORY - 1977 MONUMENTED FL-103 AG7081 HISTORY - 20050125 MARK NOT FOUND USPSQD AG7081 AG7081 STATION DESCRIPTION AG7081 AG7081'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 AG7081'IN ST PETERSBURG. AG7081'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR 595 AG7081'5TH AVE. N. AND SR S-691 49TH ST. N., RUN NORTHERLY ON 49TH ST. FOR AG7081'2.15 MILES TO 38TH AVE. N. TURN RIGHT AND RUN EASTERLY ON 38TH AVE. AG7081'N. FOR 0.75 MILE TO THE INTERSECTION OF 40TH ST. N. STATION ON RIGHT, AG7081'S.E. CORNER, 31.0 FT. SOUTH OF THE CENTERLINE OF 38TH AVE. N., 39.0 AG7081'FT. EAST OF THE CENTERLINE OF 40TH ST. N., 33.6 FT. NORTH OF THE N.W. AG7081'CORNER OF A 1 STORY BLOCK HOUSE 3789 40TH ST. W., 3.2 FT. S.E. OF THE AG7081'BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE AG7081'GROUND. AG7081 AG7081 STATION RECOVERY (2005) AG7081 AG7081'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR) AG7081'NEW SIDEWALKS HAVE BEEN INSTALLED. NO MARK FOUND 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG7099 *********************************************************************** AG7099 DESIGNATION - PINELLAS 3 L AG7099 PID - AG7099 AG7099 STATE/COUNTY- FL/PINELLAS AG7099 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG7099 AG7099 *CURRENT SURVEY CONTROL AG7099 ___________________________________________________________________ AG7099* NAD 83(1986)- 27 43 09. (N) 082 39 46. (W) SCALED AG7099* NAVD 88 - 3.480 (meters) 11.42 (feet) ADJUSTED AG7099 ___________________________________________________________________ AG7099 GEOID HEIGHT- -24.43 (meters) GEOID03 AG7099 DYNAMIC HT - 3.475 (meters) 11.40 (feet) COMP AG7099 MODELED GRAV- 979,169.2 (mgal) NAVD 88 AG7099 AG7099 VERT ORDER - SECOND CLASS II AG7099 AG7099.The horizontal coordinates were scaled from a topographic map and have AG7099.an estimated accuracy of +/- 6 seconds. AG7099 AG7099.The orthometric height was determined by differential leveling AG7099.and adjusted by the National Geodetic Survey in June 1991. AG7099 AG7099.The geoid height was determined by GEOID03. AG7099 AG7099.The dynamic height is computed by dividing the NAVD 88 AG7099.geopotential number by the normal gravity value computed on the AG7099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7099.degrees latitude (g = 980.6199 gals.). AG7099 AG7099.The modeled gravity was interpolated from observed gravity values. AG7099 AG7099; North East Units Estimated Accuracy AG7099;SPC FL W - 375,270. 134,640. MT (+/- 180 meters Scaled) AG7099 AG7099 SUPERSEDED SURVEY CONTROL AG7099 AG7099 NGVD 29 (??/??/92) 3.765 (m) 12.35 (f) ADJ UNCH 2 2 AG7099 AG7099.Superseded values are not recommended for survey control. AG7099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7099.See file dsdata.txt to determine how the superseded data were derived. AG7099 AG7099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL360672(NAD 83) AG7099_MARKER: DD = SURVEY DISK AG7099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7099_STAMPING: PINELLAS 3 L AG7099_PROJECTION: FLUSH AG7099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7099+STABILITY: SURFACE MOTION AG7099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG7099+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2005 AG7099 AG7099 HISTORY - Date Condition Report By AG7099 HISTORY - 1977 MONUMENTED FL-103 AG7099 HISTORY - 19990118 GOOD USPSQD AG7099 HISTORY - 20010331 GOOD NGS AG7099 HISTORY - 20050206 GOOD USPSQD AG7099 AG7099 STATION DESCRIPTION AG7099 AG7099'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 AG7099'IN ST PETERSBURG. AG7099'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 34TH ST. S. AG7099'AND PINELLAS BAYWAY 54TH AVE. S. U.S. ALT. HWY. 19A, RUN EASTERLY ON AG7099'54TH AVE. S. FOR 1.05 MILES TO 22ND ST. S. STATION OF LEFT, IN MEDIUM AG7099'STRIP, 3.5 FT. SOUTH OF THE CENTERLINE OF 54TH AVE. S., 72.2 FT. WEST AG7099'OF THE CENTERLINE OF 22ND ST. S., 64.3 FT. N.W. OF A WOOD POWER LIGHT AG7099'POLE NO NUMBER, 48.7 FT. N.W. OF A FIRE HYDRANT, 34.7 FT. WEST OF THE AG7099'BACK OF CURB, 16.5 FT. SOUTH OF THE BACK OF CURB, 4.3 FT. NORTH OF THE AG7099'BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH AG7099'THE GROUND. AG7099 AG7099 STATION RECOVERY (1999) AG7099 AG7099'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7099'RECOVERED IN GOOD CONDITION. AG7099 AG7099 STATION RECOVERY (2001) AG7099 AG7099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7099'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG7099 AG7099 STATION RECOVERY (2005) AG7099 AG7099'RECOVERY NOTE BY US POWER SQUADRON 2005 AG7099'RECOVERED IN GOOD CONDITION, FLUSH WITH THE GROUND. EXTENSIVE AG7099'VEGETATION AROUND IT WOULD MAKE IT DIFFICULT TO VIEW FROM THE AIR. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG7101 *********************************************************************** AG7101 DESIGNATION - PINELLAS 3 M AG7101 PID - AG7101 AG7101 STATE/COUNTY- FL/PINELLAS AG7101 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG7101 AG7101 *CURRENT SURVEY CONTROL AG7101 ___________________________________________________________________ AG7101* NAD 83(1986)- 27 43 09. (N) 082 39 16. (W) SCALED AG7101* NAVD 88 - 5.105 (meters) 16.75 (feet) ADJUSTED AG7101 ___________________________________________________________________ AG7101 GEOID HEIGHT- -24.45 (meters) GEOID03 AG7101 DYNAMIC HT - 5.097 (meters) 16.72 (feet) COMP AG7101 MODELED GRAV- 979,168.9 (mgal) NAVD 88 AG7101 AG7101 VERT ORDER - SECOND CLASS II AG7101 AG7101.The horizontal coordinates were scaled from a topographic map and have AG7101.an estimated accuracy of +/- 6 seconds. AG7101 AG7101.The orthometric height was determined by differential leveling AG7101.and adjusted by the National Geodetic Survey in June 1991. AG7101 AG7101.The geoid height was determined by GEOID03. AG7101 AG7101.The dynamic height is computed by dividing the NAVD 88 AG7101.geopotential number by the normal gravity value computed on the AG7101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7101.degrees latitude (g = 980.6199 gals.). AG7101 AG7101.The modeled gravity was interpolated from observed gravity values. AG7101 AG7101; North East Units Estimated Accuracy AG7101;SPC FL W - 375,260. 135,470. MT (+/- 180 meters Scaled) AG7101 AG7101 SUPERSEDED SURVEY CONTROL AG7101 AG7101 NGVD 29 (??/??/92) 5.390 (m) 17.68 (f) ADJ UNCH 2 2 AG7101 AG7101.Superseded values are not recommended for survey control. AG7101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7101.See file dsdata.txt to determine how the superseded data were derived. AG7101 AG7101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL368671(NAD 83) AG7101_MARKER: DD = SURVEY DISK AG7101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7101_STAMPING: PINELLAS 3 M AG7101_PROJECTION: FLUSH AG7101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7101+STABILITY: SURFACE MOTION AG7101 AG7101 HISTORY - Date Condition Report By AG7101 HISTORY - 1977 MONUMENTED FL-103 AG7101 HISTORY - 19990118 GOOD USPSQD AG7101 HISTORY - 20010331 GOOD NGS AG7101 HISTORY - 20050206 MARK NOT FOUND USPSQD AG7101 AG7101 STATION DESCRIPTION AG7101 AG7101'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 AG7101'IN ST PETERSBURG. AG7101'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 34TH ST. S. AG7101'AND PINELLAS BAYWAY 54TH AVE. S. U.S. ALT. HWY. 19A, RUN EASTERLY ON AG7101'54TH AVE. S. FOR 1.55 MILES TO 16TH ST. S. STATION ON LEFT, IN THE AG7101'MEDIUM STRIP, 3.5 FT. SOUTH OF THE CENTERLINE OF 54TH AVE. S., 56.8 AG7101'FT. EAST OF THE CENTERLINE OF 16TH ST. S., 48.3 FT. N.E. OF WOOD AG7101'POWER AND LIGHT POLE NUMBER 1-82317, 8.2 FT. EAST OF THE BACK OF CURB, AG7101'6.8 FT. SOUTH OF THE BACK OF CURB, 3.3 FT. NORTH OF THE BACK OF CURB. AG7101'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. AG7101 AG7101 STATION RECOVERY (1999) AG7101 AG7101'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7101'RECOVERED IN GOOD CONDITION. AG7101 AG7101 STATION RECOVERY (2001) AG7101 AG7101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7101'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG7101 AG7101 STATION RECOVERY (2005) AG7101 AG7101'RECOVERY NOTE BY US POWER SQUADRON 2005 AG7101'THE REFERENCED POWER AND LIGHT POLE NO LONGER EXISTS. UNABLE TO LOCATE AG7101'MARKER USING REMAINING REFERENCE POINTS. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG0806 *********************************************************************** AG0806 DESIGNATION - POWER C AG0806 PID - AG0806 AG0806 STATE/COUNTY- FL/PINELLAS AG0806 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0806 AG0806 *CURRENT SURVEY CONTROL AG0806 ___________________________________________________________________ AG0806* NAD 83(1990)- 27 44 53.68830(N) 082 40 44.96040(W) ADJUSTED AG0806* NAVD 88 - 4.827 (meters) 15.84 (feet) ADJUSTED AG0806 ___________________________________________________________________ AG0806 LAPLACE CORR- -1.73 (seconds) DEFLEC99 AG0806 GEOID HEIGHT- -24.43 (meters) GEOID03 AG0806 DYNAMIC HT - 4.819 (meters) 15.81 (feet) COMP AG0806 MODELED GRAV- 979,172.9 (mgal) NAVD 88 AG0806 AG0806 HORZ ORDER - SECOND AG0806 VERT ORDER - SECOND CLASS II AG0806 AG0806.The horizontal coordinates were established by classical geodetic methods AG0806.and adjusted by the National Geodetic Survey in May 1991. AG0806 AG0806.The orthometric height was determined by differential leveling AG0806.and adjusted by the National Geodetic Survey in June 1991. AG0806 AG0806.The Laplace correction was computed from DEFLEC99 derived deflections. AG0806 AG0806.The geoid height was determined by GEOID03. AG0806 AG0806.The dynamic height is computed by dividing the NAVD 88 AG0806.geopotential number by the normal gravity value computed on the AG0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0806.degrees latitude (g = 980.6199 gals.). AG0806 AG0806.The modeled gravity was interpolated from observed gravity values. AG0806 AG0806; North East Units Scale Factor Converg. AG0806;SPC FL W - 378,496.742 133,045.413 MT 0.99999649 -0 18 58.4 AG0806;UTM 17 - 3,070,444.169 334,505.552 MT 0.99993807 -0 46 55.1 AG0806 AG0806! - Elev Factor x Scale Factor = Combined Factor AG0806!SPC FL W - 1.00000308 x 0.99999649 = 0.99999957 AG0806!UTM 17 - 1.00000308 x 0.99993807 = 0.99994115 AG0806 AG0806: Primary Azimuth Mark Grid Az AG0806:SPC FL W - POWER 194 09 26.3 AG0806:UTM 17 - POWER 194 37 23.0 AG0806 AG0806|---------------------------------------------------------------------| AG0806| PID Reference Object Distance Geod. Az | AG0806| dddmmss.s | AG0806| AG2521 POWER APPROX. 1.0 KM 1935027.9 | AG0806| AG0807 POWER D 344.702 METERS 27019 | AG0806|---------------------------------------------------------------------| AG0806 AG0806 SUPERSEDED SURVEY CONTROL AG0806 AG0806 NAD 83(1986)- 27 44 53.69345(N) 082 40 44.97324(W) AD( ) 2 AG0806 NAD 27 - 27 44 52.59252(N) 082 40 45.61551(W) AD( ) 2 AG0806 NGVD 29 (??/??/92) 5.103 (m) 16.74 (f) ADJ UNCH 2 2 AG0806 AG0806.Superseded values are not recommended for survey control. AG0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0806.See file dsdata.txt to determine how the superseded data were derived. AG0806 AG0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3450670444(NAD 83) AG0806_MARKER: DD = SURVEY DISK AG0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0806_STAMPING: POWER C AG0806_MARK LOGO: FL-103 AG0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0806+STABILITY: SURFACE MOTION AG0806 AG0806 HISTORY - Date Condition Report By AG0806 HISTORY - 1973 MONUMENTED FL-103 AG0806 HISTORY - 1976 GOOD FLDT AG0806 HISTORY - 1977 GOOD FL-103 AG0806 HISTORY - 1978 GOOD NGS AG0806 HISTORY - 1988 MARK NOT FOUND USPSQD AG0806 HISTORY - 19910322 MARK NOT FOUND USPSQD AG0806 HISTORY - 20050204 MARK NOT FOUND USPSQD AG0806 AG0806 STATION DESCRIPTION AG0806 AG0806'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG0806'LOCATED IN THE SOUTHERN SECTION OF ST. PETERSBURG AT U.S. HIGHWAY AG0806'19 AND 22ND AVENUE S. AG0806' AG0806'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND CENTRAL AVENUE AG0806'IN ST. PETERSBURG, GO SOUTH ON U.S. HIGHWAY 19 (34TH AVENUE S) AG0806'FOR 1.6 MILES TO 22ND AVENUE S AND STATION AT THE SOUTHEAST CORNER AG0806'OF THE INTERSECTION AS DESCRIBED. AG0806' AG0806'BRONZE DISK STAMPED POWER-C SET IN THE TOP OF A 12 INCH AG0806'DIAMETER ROUND CONCRETE MONUMENT THAT IS 2 INCHES ABOVE THE AG0806'GROUND. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF AG0806'CONCRETE 48 INCHES BELOW THE GROUND SURFACE. IT IS 5.6 FEET AG0806'NORTHEAST OF CONCRETE LIGHT POLE 1V35, 3.0 FEET SOUTHEAST OF A AG0806'SIDEWALK, AND 2.2 FEET NORTHWEST OF A GULF SIGN. AG0806' AG0806'RADIO STATION WLIZ NORTH AND SOUTH MASTS ARE LOCATED JUST AG0806'NORTH OF 38TH AVENUE S AND WEST OF 34TH STREET S. AG0806' AG0806'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0806 AG0806 STATION RECOVERY (1976) AG0806 AG0806'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0806'AT ST PETERSBURG. AG0806'TO REACH THE STATION FROM THE INTESECTION OF U.S. 19 (34TH STREET AG0806'SOUTH) AND PINELLAS BAYWAY (54TH AVENUE S./A19A), RUN NORTHERLY ON AG0806'U.S. 19 FOR 2.1 MILE TO THE INTERSECTION OF 22ND AVENUE SOUTH. AG0806'STATION ON RIGHT, IN THE S.E. CORNER, 51.5 FT. EAST OF THE AG0806'CENTERLINE OF U.S. 19, 42.5 FT. SOUTH OF THE CENTERLINE OF 22ND AG0806'AVENUE S., 7.0 FT. NE OF POWER/SIGNAL/LIGHT POLE, NO NUMBER, 3.8 AG0806'FT. SE OF THE BACK OF CURB, 3.0 FT. SOUTH OF THE SOUTH EDGE OF AG0806'SIDEWALK. SET IN TOP OF A CONCRETE POST THAT IS 2 INCHES ABOVE AG0806'THE GROUND. SECTION 35, T 31S, R 16E AG0806 AG0806 STATION RECOVERY (1977) AG0806 AG0806'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977 AG0806'RECOVERED IN GOOD CONDITION. AG0806 AG0806 STATION RECOVERY (1978) AG0806 AG0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DF) AG0806'RECOVERED AS DESCRIBED. AG0806' AG0806'NEAREST TOWN--ST. PETERSBURG. AG0806' AG0806'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS. AG0806 AG0806 STATION RECOVERY (1988) AG0806 AG0806'RECOVERY NOTE BY US POWER SQUADRON 1988 (AVD) AG0806'MARK NOT FOUND. AG0806 AG0806 STATION RECOVERY (1991) AG0806 AG0806'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG0806'MARK NOT FOUND. AG0806 AG0806 STATION RECOVERY (2005) AG0806 AG0806'RECOVERY NOTE BY US POWER SQUADRON 2005 AG0806'EXTENSIVE CHANGES HAVE BEEN MADE AT THE INTERSECTION CONTAINING THE AG0806'MARKER, INCLUDING A WIDENING OF THE ROAD (22ND AVE. SOUTH) WITH NEW AG0806'TRAFFIC SIGNALS AND LIGHT FIXTURES. THERE IS ALSO A COMMERCIAL SIGN AG0806'CLOSE TO THE MARKER LOCATION. I SUSPECT THE MARKER HAS BEEN DESTROYED. AG0806' 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG0807 *********************************************************************** AG0807 DESIGNATION - POWER D AG0807 PID - AG0807 AG0807 STATE/COUNTY- FL/PINELLAS AG0807 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0807 AG0807 *CURRENT SURVEY CONTROL AG0807 ___________________________________________________________________ AG0807* NAD 83(1990)- 27 44 53.74907(N) 082 40 57.54702(W) ADJUSTED AG0807* NAVD 88 - 3.357 (meters) 11.01 (feet) ADJUSTED AG0807 ___________________________________________________________________ AG0807 LAPLACE CORR- -1.71 (seconds) DEFLEC99 AG0807 GEOID HEIGHT- -24.43 (meters) GEOID03 AG0807 DYNAMIC HT - 3.352 (meters) 11.00 (feet) COMP AG0807 MODELED GRAV- 979,173.0 (mgal) NAVD 88 AG0807 AG0807 HORZ ORDER - SECOND AG0807 VERT ORDER - SECOND CLASS II AG0807 AG0807.The horizontal coordinates were established by classical geodetic methods AG0807.and adjusted by the National Geodetic Survey in May 1991. AG0807 AG0807.The orthometric height was determined by differential leveling AG0807.and adjusted by the National Geodetic Survey in June 1991. AG0807 AG0807.The Laplace correction was computed from DEFLEC99 derived deflections. AG0807 AG0807.The geoid height was determined by GEOID03. AG0807 AG0807.The dynamic height is computed by dividing the NAVD 88 AG0807.geopotential number by the normal gravity value computed on the AG0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0807.degrees latitude (g = 980.6199 gals.). AG0807 AG0807.The modeled gravity was interpolated from observed gravity values. AG0807 AG0807; North East Units Scale Factor Converg. AG0807;SPC FL W - 378,500.520 132,700.733 MT 0.99999706 -0 19 04.2 AG0807;UTM 17 - 3,070,450.748 334,160.934 MT 0.99993948 -0 47 01.0 AG0807 AG0807! - Elev Factor x Scale Factor = Combined Factor AG0807!SPC FL W - 1.00000331 x 0.99999706 = 1.00000037 AG0807!UTM 17 - 1.00000331 x 0.99993948 = 0.99994279 AG0807 AG0807: Primary Azimuth Mark Grid Az AG0807:SPC FL W - POWER 174 40 50.0 AG0807:UTM 17 - POWER 175 08 46.8 AG0807 AG0807|---------------------------------------------------------------------| AG0807| PID Reference Object Distance Geod. Az | AG0807| dddmmss.s | AG0807| AG0806 POWER C 344.702 METERS 09019 | AG0807| AG2521 POWER APPROX. 1.0 KM 1742145.8 | AG0807|---------------------------------------------------------------------| AG0807 AG0807 SUPERSEDED SURVEY CONTROL AG0807 AG0807 NAD 83(1986)- 27 44 53.75424(N) 082 40 57.55987(W) AD( ) 2 AG0807 NAD 27 - 27 44 52.65329(N) 082 40 58.20187(W) AD( ) 2 AG0807 NGVD 29 (??/??/92) 3.633 (m) 11.92 (f) ADJ UNCH 2 2 AG0807 AG0807.Superseded values are not recommended for survey control. AG0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0807.See file dsdata.txt to determine how the superseded data were derived. AG0807 AG0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3416170451(NAD 83) AG0807_MARKER: DD = SURVEY DISK AG0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0807_STAMPING: POWER D AG0807_MARK LOGO: FL-103 AG0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0807+STABILITY: SURFACE MOTION AG0807 AG0807 HISTORY - Date Condition Report By AG0807 HISTORY - 1973 MONUMENTED FL-103 AG0807 HISTORY - 1976 GOOD FLDT AG0807 HISTORY - 1978 GOOD NGS AG0807 HISTORY - 1983 GOOD USPSQD AG0807 HISTORY - 19910322 MARK NOT FOUND USPSQD AG0807 HISTORY - 20050204 MARK NOT FOUND USPSQD AG0807 AG0807 STATION DESCRIPTION AG0807 AG0807'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG0807'LOCATED IN THE SOUTHERN SECTION OF ST. PETERSBURG AT 22ND AVENUE AG0807'S AND 36TH STREET S. AG0807' AG0807'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND CENTRAL AG0807'AVENUE IN ST. PETERSBURG, GO SOUTH ON U.S. HIGHWAY 19 (34TH STREET AG0807'S) FOR 1.6 MILES TO 22ND AVENUE S. TURN RIGHT AND GO WEST ON 22ND AG0807'AVENUE S (LAKEVIEW AVENUE) FOR 0.2 MILE TO 36TH STREET S AND AG0807'STATION AT THE SOUTHWEST CORNER OF THE INTERSECTION AS DESCRIBED. AG0807' AG0807'BRONZE DISK STAMPED POWER-D SET IN THE TOP OF A 12 INCH DIAMETER AG0807'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. THE AG0807'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES AG0807'BELOW THE GROUND SURFACE. IT IS ABOUT 31 FEET SOUTH OF THE CENTER AG0807'OF PAVEMENT OF 22ND AVENUE S, 25 FEET WEST OF THE CENTER OF AG0807'PAVEMENT OF 36TH STREET S, 17.5 FEET NE OF A 16 INCH OAK TREE, AG0807'AND 1.0 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK. AG0807' AG0807'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0807 AG0807 STATION RECOVERY (1976) AG0807 AG0807'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0807'AT ST PETERSBURG. AG0807'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET AG0807'SOUTH) AND PINELLAS BAYWAY (54TH AVENUE SOUTH/A19A), RUN NORTHERLY AG0807'ON U.S. 19 FOR 2.1 MILE TO THE INTERSECTION OF 22ND AVENUE SOUTH, AG0807'TURN LEFT AND RUN WESTERLY FOR 0.2 MILE TO 36TH STREET SOUTH. AG0807'STATION ON LEFT, IN THE SW CORNER, 30.5 FT. SOUTH OF THE CENTERLINE AG0807'OF 22ND AVENUE SOUTH, 27.0 FT. WEST OF THE CENTERLINE OF 36TH AG0807'STREET SOUTH, 19.0 FT. NE OF AN 18 INCH OAK TREE, 10.0 FT. SOUTH AG0807'OF THE BACK OF CURB, 1.0 FT. NORTH OF THE NORTH EDGE OF THE AG0807'SIDEWALK. SET IN TOP OF A CONCRETE POST THAT IS 1 INCH BELOW AG0807'THE GROUND. SECTION 34, T 31S, R 16E AG0807 AG0807 STATION RECOVERY (1978) AG0807 AG0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DFF) AG0807'RECOVERED AS DESCRIBED. AG0807' AG0807'NEAREST TOWN--ST. PETERSBURG. AG0807' AG0807'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. AG0807 AG0807 STATION RECOVERY (1983) AG0807 AG0807'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0807'RECOVERED IN GOOD CONDITION. AG0807 AG0807 STATION RECOVERY (1991) AG0807 AG0807'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG0807'MARK NOT FOUND. AG0807 AG0807 STATION RECOVERY (2005) AG0807 AG0807'RECOVERY NOTE BY US POWER SQUADRON 2005 AG0807'22ND AVE. S, OFF OF WHICH THE MARKER WAS LOCATED, HAD BEEN WIDENED TO AG0807'FOUR LANES WITH EXTENSIVE CHANGES AT THE INTERSECTION. THE 16 INCH OAK AG0807'TREE REFERENCED NO LONGER EXISTS. I SUSPECT THAT THE MARKER WAS AG0807'DESTROYED IN WIDENING THE ROAD, ALONG WITH OTHER CHANGES AT THE AG0807'INERSECTION. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AL0373 *********************************************************************** AL0373 DESIGNATION - SPONGER A AZ MK 2 AL0373 PID - AL0373 AL0373 STATE/COUNTY- FL/PINELLAS AL0373 USGS QUAD - TARPON SPRINGS (1995) AL0373 AL0373 *CURRENT SURVEY CONTROL AL0373 ___________________________________________________________________ AL0373* NAD 83(1990)- 28 08 20.91035(N) 082 46 52.23284(W) ADJUSTED AL0373* NAVD 88 - 5.401 (meters) 17.72 (feet) ADJUSTED AL0373 ___________________________________________________________________ AL0373 LAPLACE CORR- -1.84 (seconds) DEFLEC99 AL0373 GEOID HEIGHT- -25.03 (meters) GEOID03 AL0373 DYNAMIC HT - 5.393 (meters) 17.69 (feet) COMP AL0373 MODELED GRAV- 979,194.4 (mgal) NAVD 88 AL0373 AL0373 HORZ ORDER - SECOND AL0373 VERT ORDER - SECOND CLASS II AL0373 AL0373.The horizontal coordinates were established by classical geodetic methods AL0373.and adjusted by the National Geodetic Survey in May 1991. AL0373 AL0373.The orthometric height was determined by differential leveling AL0373.and adjusted by the National Geodetic Survey in June 1991. AL0373 AL0373.The Laplace correction was computed from DEFLEC99 derived deflections. AL0373 AL0373.The geoid height was determined by GEOID03. AL0373 AL0373.The dynamic height is computed by dividing the NAVD 88 AL0373.geopotential number by the normal gravity value computed on the AL0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL0373.degrees latitude (g = 980.6199 gals.). AL0373 AL0373.The modeled gravity was interpolated from observed gravity values. AL0373 AL0373; North East Units Scale Factor Converg. AL0373;SPC FL W - 421,874.566 123,264.199 MT 1.00001383 -0 22 06.4 AL0373;UTM 17 - 3,113,898.513 325,080.017 MT 0.99997765 -0 50 24.9 AL0373 AL0373! - Elev Factor x Scale Factor = Combined Factor AL0373!SPC FL W - 1.00000308 x 1.00001383 = 1.00001691 AL0373!UTM 17 - 1.00000308 x 0.99997765 = 0.99998073 AL0373 AL0373: Primary Azimuth Mark Grid Az AL0373:SPC FL W - SPONGER A 358 11 38.1 AL0373:UTM 17 - SPONGER A 358 39 56.6 AL0373 AL0373|---------------------------------------------------------------------| AL0373| PID Reference Object Distance Geod. Az | AL0373| dddmmss.s | AL0373| AL0380 SPONGER D 438.709 METERS 1804630.5 | AL0373| AL0374 SPONGER A APPROX. 0.7 KM 3574931.7 | AL0373|---------------------------------------------------------------------| AL0373 AL0373 SUPERSEDED SURVEY CONTROL AL0373 AL0373 NAD 83(1986)- 28 08 20.91785(N) 082 46 52.24278(W) AD( ) 2 AL0373 NAD 27 - 28 08 19.86754(N) 082 46 52.87675(W) AD( ) 2 AL0373 NGVD 29 (??/??/92) 5.661 (m) 18.57 (f) ADJ UNCH 2 2 AL0373 AL0373.Superseded values are not recommended for survey control. AL0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0373.See file dsdata.txt to determine how the superseded data were derived. AL0373 AL0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2508013899(NAD 83) AL0373_MARKER: DZ = AZIMUTH MARK DISK AL0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0373_STAMPING: SPONGER A AZ 2 AL0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0373+STABILITY: SURFACE MOTION AL0373 AL0373 HISTORY - Date Condition Report By AL0373 HISTORY - 1973 MONUMENTED FL-103 AL0373 HISTORY - 1975 GOOD FLDT AL0373 HISTORY - 1990 MARK NOT FOUND USPSQD AL0373 HISTORY - 20050215 MARK NOT FOUND USPSQD AL0373 AL0373 STATION DESCRIPTION AL0373 AL0373'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 AL0373'SEE STATION SPONGER A AL0373 AL0373 STATION RECOVERY (1975) AL0373 AL0373'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AL0373'AT TARPON SPRINGS. AL0373'TO REACH STATION FROM THE INTERSECTION OF U.S. ALT. HIGHWAY 19 AL0373'AND KLOSTERMAN RD. (C.R. 79), RUN WESTERLY ON KLOSTERMAN RD. AL0373'(C.R. 79) FOR 0.7 MILE TO THE INTERSECTION OF C.R. 78, TURN AL0373'RIGHT AND RUN 0.5 MILE TO A PAVED ROAD LEFT (C.R. 80), TURN AL0373'LEFT ON C.R. 80 AND RUN WEST 0.5 MILE TO A T JUNCTION. TURN AL0373'RIGHT ON FLORIDA AVE. (C.R. 78) AND RUN NORTH 0.6 MILE TO STATION AL0373'ON RIGHT, 57 FT. SOUTHEAST OF DRIVEWAY TO RESIDENCE AT 500 AL0373'SOUTH FLORIDA AVE., 29 FT. EAST OF THE CENTERLINE OF SOUTH AL0373'FLORIDA AVE., 6.5 FT. WEST OF POWER POLE NUMBER 2-16555 AND 1.0 AL0373'FT. WEST OF THE WEST EDGE OF A 5 FOOT WIDE SIDEWALK. SET IN AL0373'TOP OF CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 14, AL0373'T 27S, R 15E AL0373 AL0373 STATION RECOVERY (1990) AL0373 AL0373'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG) AL0373'MARK NOT FOUND. AL0373 AL0373 STATION RECOVERY (2005) AL0373 AL0373'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN) AL0373'DIRECTIONS AMBIGUOUS. AL0373'POLE NUMBER 2-16555 NOT FOUND. OTHER POLES IN AREA HAD NO SIMILAR AL0373'NUMBERS. AL0373'AT LEAST 3 EXISTING DRIVEWAYS FROM 500 S FLORIDA - NOW CONDOMINIUM AL0373'ENTRANCES. NO MARKER FOUND NEAR STATED DISTANCE FROM ANY OF THEM. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AL0385 *********************************************************************** AL0385 DESIGNATION - SPONGER RM 3 AL0385 PID - AL0385 AL0385 STATE/COUNTY- FL/PINELLAS AL0385 USGS QUAD - TARPON SPRINGS (1995) AL0385 AL0385 *CURRENT SURVEY CONTROL AL0385 ___________________________________________________________________ AL0385* NAD 83(1986)- 28 08 37. (N) 082 46 53. (W) SCALED AL0385* NAVD 88 - 3.123 (meters) 10.25 (feet) ADJUSTED AL0385 ___________________________________________________________________ AL0385 GEOID HEIGHT- -25.04 (meters) GEOID03 AL0385 DYNAMIC HT - 3.118 (meters) 10.23 (feet) COMP AL0385 MODELED GRAV- 979,194.7 (mgal) NAVD 88 AL0385 AL0385 VERT ORDER - SECOND CLASS II AL0385 AL0385.The horizontal coordinates were scaled from a topographic map and have AL0385.an estimated accuracy of +/- 6 seconds. AL0385 AL0385.The orthometric height was determined by differential leveling AL0385.and adjusted by the National Geodetic Survey in June 1991. AL0385 AL0385.The geoid height was determined by GEOID03. AL0385 AL0385.The dynamic height is computed by dividing the NAVD 88 AL0385.geopotential number by the normal gravity value computed on the AL0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL0385.degrees latitude (g = 980.6199 gals.). AL0385 AL0385.The modeled gravity was interpolated from observed gravity values. AL0385 AL0385; North East Units Estimated Accuracy AL0385;SPC FL W - 422,370. 123,250. MT (+/- 180 meters Scaled) AL0385 AL0385 SUPERSEDED SURVEY CONTROL AL0385 AL0385 NGVD 29 (??/??/92) 3.383 (m) 11.10 (f) ADJ UNCH 2 2 AL0385 AL0385.Superseded values are not recommended for survey control. AL0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0385.See file dsdata.txt to determine how the superseded data were derived. AL0385 AL0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM250143(NAD 83) AL0385_MARKER: DR = REFERENCE MARK DISK AL0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0385_STAMPING: SPONGER NO 3 3 1972 AL0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0385+STABILITY: SURFACE MOTION AL0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL0385+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005 AL0385 AL0385 HISTORY - Date Condition Report By AL0385 HISTORY - 1972 MONUMENTED NGS AL0385 HISTORY - 1975 GOOD FLDT AL0385 HISTORY - 1990 GOOD USPSQD AL0385 HISTORY - 19940804 GOOD USPSQD AL0385 HISTORY - 20050215 GOOD USPSQD AL0385 AL0385 STATION DESCRIPTION AL0385 AL0385'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AL0385'AT TARPON SPRINGS. AL0385'TO REACH STATION FROM THE INTERSECTION OF U.S. ALT. 19 AND AL0385'KLOSTERMAN RD. (C.R. 79), RUN W ON KLOSTERMAN RD. (C.R. 79) AL0385'0.7 MILE TO THE INTERSECTION OF C.R. 79 AND C.R. 78, TURN RIGHT AL0385'AND RUN 0.5 MILE TO A PAVED ROAD LEFT (C.R. 80), TURN LEFT AL0385'ON C.R. 80 AND RUN WEST 0.5 MILE TO A T JUNCTION. TURN RIGHT AL0385'ON FLA. AVE. (C.R. 78) AND GO N. 0.95 MILE. STATION ON LEFT AL0385'IN THE SW CORNER OF THE INTERSECTION OF FLA. AVE. AND COBURN AL0385'DR., 43 FT. S. OF THE CENTER OF COBURN DR., 43 FT. N. OF THE AL0385'CENTER OF A DRIVEWAY, 27 FT. W OF THE CENTER OF S. FLA AVE., AL0385'29.5 FT. S. OF A 24 IN AUSTRALIAN PINE TREE, 1 FT. E OF THE E AL0385'EDGE OF A CONCRETE SIDEWALK. SET IN TOP OF CONCRETE POST THAT AL0385'IS FLUSH WITH THE GROUND. SECTION 15, T 27S, R 15E AL0385 AL0385 STATION RECOVERY (1990) AL0385 AL0385'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG) AL0385'RECOVERED IN GOOD CONDITION. AL0385 AL0385 STATION RECOVERY (1994) AL0385 AL0385'RECOVERY NOTE BY US POWER SQUADRON 1994 AL0385'RECOVERED IN GOOD CONDITION. AL0385 AL0385 STATION RECOVERY (2005) AL0385 AL0385'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN) AL0385'SUPPLEMENTAL INFO. SET IN TOP OF CONCRETE POST 2 INCHES BELOW SIDEWALK AL0385'LEVEL, NOT FLUSH WITH GROUND. ONE FOOT W OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 AG5243 *********************************************************************** AG5243 DESIGNATION - Y 105 AG5243 PID - AG5243 AG5243 STATE/COUNTY- FL/PINELLAS AG5243 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG5243 AG5243 *CURRENT SURVEY CONTROL AG5243 ___________________________________________________________________ AG5243* NAD 83(1986)- 27 44 52. (N) 082 40 30. (W) SCALED AG5243* NAVD 88 - 8.636 (meters) 28.33 (feet) ADJUSTED AG5243 ___________________________________________________________________ AG5243 GEOID HEIGHT- -24.43 (meters) GEOID03 AG5243 DYNAMIC HT - 8.623 (meters) 28.29 (feet) COMP AG5243 MODELED GRAV- 979,172.7 (mgal) NAVD 88 AG5243 AG5243 VERT ORDER - SECOND CLASS 0 AG5243 AG5243.The horizontal coordinates were scaled from a topographic map and have AG5243.an estimated accuracy of +/- 6 seconds. AG5243 AG5243.The orthometric height was determined by differential leveling AG5243.and adjusted by the National Geodetic Survey in June 1991. AG5243 AG5243.The geoid height was determined by GEOID03. AG5243 AG5243.The dynamic height is computed by dividing the NAVD 88 AG5243.geopotential number by the normal gravity value computed on the AG5243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5243.degrees latitude (g = 980.6199 gals.). AG5243 AG5243.The modeled gravity was interpolated from observed gravity values. AG5243 AG5243; North East Units Estimated Accuracy AG5243;SPC FL W - 378,440. 133,460. MT (+/- 180 meters Scaled) AG5243 AG5243 SUPERSEDED SURVEY CONTROL AG5243 AG5243 NGVD 29 (??/??/92) 8.908 (m) 29.23 (f) ADJ UNCH 2 0 AG5243 AG5243.Superseded values are not recommended for survey control. AG5243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5243.See file dsdata.txt to determine how the superseded data were derived. AG5243 AG5243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL349703(NAD 83) AG5243_MARKER: DB = BENCH MARK DISK AG5243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG5243_STAMPING: Y105 29.058 AG5243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5243+STABILITY: SURFACE MOTION AG5243 AG5243 HISTORY - Date Condition Report By AG5243 HISTORY - UNK MONUMENTED FLGS AG5243 HISTORY - 1959 GOOD NGS AG5243 HISTORY - 1987 MARK NOT FOUND USPSQD AG5243 HISTORY - 19910322 MARK NOT FOUND USPSQD AG5243 HISTORY - 20050204 MARK NOT FOUND USPSQD AG5243 AG5243 STATION DESCRIPTION AG5243 AG5243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 AG5243'AT ST PETERSBURG. AG5243'AT ST. PETERSBURG, AT THE NORTHWEST CORNER OF THE INTERSECTION AG5243'OF 22ND AVENUE SOUTH AND 31ST STREET SOUTH, 32 FEET NORTH OF AG5243'THE CENTERLINE OF 22ND AVENUE SOUTH, 15 FEET WEST OF THE AG5243'CENTERLINE OF 31ST STREET SOUTH, 12.5 FEET EAST OF THE EAST AG5243'EDGE OF A NORTH AND SOUTH SIDEWALK, 1.5 FEET SOUTH OF THE SOUTH AG5243'EDGE OF AN EAST AND WEST SIDEWALK, SET IN THE TOP OF A 4-INCH AG5243'ROUND CONCRETE POST WHICH IS FLUSH WITH THE GROUND. AG5243 AG5243 STATION RECOVERY (1987) AG5243 AG5243'RECOVERY NOTE BY US POWER SQUADRON 1987 (REA) AG5243'MARK NOT FOUND. AG5243 AG5243 STATION RECOVERY (1991) AG5243 AG5243'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG5243'MARK NOT FOUND. AG5243 AG5243 STATION RECOVERY (2005) AG5243 AG5243'RECOVERY NOTE BY US POWER SQUADRON 2005 AG5243'THE INTERSECTION OFF OF WHICH THE MARKER WAS LOCATED HAS BEEN AG5243'EXTENSIVELY RECONFIGURED, WITH BOTH CROSS STREETS (31ST STREET SOUTH AG5243'AND 22ND AVE. SOUTH) APPARENTLY WIDENED, OVERTAKING THE MARKER.