1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6683 *********************************************************************** AG6683 DESIGNATION - 1 ST PETERSBURG AG6683 PID - AG6683 AG6683 STATE/COUNTY- FL/PINELLAS AG6683 USGS QUAD - PORT TAMPA (1983) AG6683 AG6683 *CURRENT SURVEY CONTROL AG6683 ___________________________________________________________________ AG6683* NAD 83(1986)- 27 49 43. (N) 082 36 35. (W) SCALED AG6683* NAVD 88 - 0.804 (meters) 2.64 (feet) ADJUSTED AG6683 ___________________________________________________________________ AG6683 GEOID HEIGHT- -24.53 (meters) GEOID99 AG6683 DYNAMIC HT - 0.803 (meters) 2.63 (feet) COMP AG6683 MODELED GRAV- 979,178.0 (mgal) NAVD 88 AG6683 AG6683 VERT ORDER - SECOND CLASS II AG6683 AG6683.The horizontal coordinates were scaled from a topographic map and have AG6683.an estimated accuracy of +/- 6 seconds. AG6683 AG6683.The orthometric height was determined by differential leveling AG6683.and adjusted by the National Geodetic Survey in June 1991. AG6683 AG6683.The geoid height was determined by GEOID99. AG6683 AG6683.The dynamic height is computed by dividing the NAVD 88 AG6683.geopotential number by the normal gravity value computed on the AG6683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6683.degrees latitude (g = 980.6199 gals.). AG6683 AG6683.The modeled gravity was interpolated from observed gravity values. AG6683 AG6683; North East Units Estimated Accuracy AG6683;SPC FL W - 387,370. 139,940. MT (+/- 180 meters Scaled) AG6683 AG6683 SUPERSEDED SURVEY CONTROL AG6683 AG6683 NGVD 29 - 1.066 (m) 3.50 (f) ADJ UNCH 2 2 AG6683 AG6683.Superseded values are not recommended for survey control. AG6683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6683.See file dsdata.txt to determine how the superseded data were derived. AG6683 AG6683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL414792(NAD 83) AG6683_MARKER: DB = BENCH MARK DISK AG6683_SETTING: 30 = SIDEWALK AG6683_STAMPING: NO 1 1975 AG6683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG6683 AG6683 HISTORY - Date Condition Report By AG6683 HISTORY - 1975 MONUMENTED FLDT AG6683 HISTORY - 19910521 GOOD USPSQD AG6683 HISTORY - 20030316 GOOD USPSQD AG6683 AG6683 STATION DESCRIPTION AG6683 AG6683'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG6683'AT ST PETERSBURG. AG6683'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET) AG6683'AND 54TH AVE. S. (PINELLAS BAYWAY/A19A), RUN SOUTHERLY ON U.S. AG6683'19 FOR 0.7 MILE TO THE T JUNCTION OF PINELLAS POINT DR. (S.R. 687), AG6683'TURN LEFT AND RUN EASTERLY ON PINELLAS POINT DR. FOR 0. 65 MILE AG6683'TO A Y JUNCTION OF S.R. 687 (TO THE NE) AND PINELLAS POINT DR. AG6683'(TO THE EAST), CONTINUE EASTERLY AND SOUTHERLY ON PINELLAS POINT AG6683'DR. FOR 0.55 MILE TO THE T JUNCTION OF 70TH AVE. S. (PINELLAS AG6683'POINT DR.), TURN LEFT AND RUN EASTERLY ON PINELLAS POINT DR. FOR AG6683'1.65 MILE TO 4TH STREET S., TURN RIGHT AND RUN SOUTHEASTERLY FOR AG6683'0.1 MILE TO BOAT RAMP AT BAY VISTA CITY PARK. STATION IS IN AG6683'CONCRETE WALKWAY TO BOAT DOCK, 11.0 FT. EAST OF THE WEST END OF AG6683'WALKWAY, 2.4 FT. NORTH OF SOUTH EDGE OF WALKWAY, 2.6 FT. SOUTH AG6683'OF THE NORTH EDGE OF WALKWAY. SET IN TOP OF CONCRETE WALKWAY. AG6683'SECTION 18, T 32 S, R 17 E. AG6683 AG6683 STATION RECOVERY (1991) AG6683 AG6683'RECOVERY NOTE BY US POWER SQUADRON 1991 (ACD) AG6683'RECOVERED IN GOOD CONDITION. AG6683 AG6683 STATION RECOVERY (2003) AG6683 AG6683'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF) AG6683'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0030 *********************************************************************** AG0030 DESIGNATION - 15 72 A 02 FLDT AG0030 PID - AG0030 AG0030 STATE/COUNTY- FL/PINELLAS AG0030 USGS QUAD - GANDY BRIDGE (1987) AG0030 AG0030 *CURRENT SURVEY CONTROL AG0030 ___________________________________________________________________ AG0030* NAD 83(1986)- 27 52 37. (N) 082 35 29. (W) SCALED AG0030* NAVD 88 - 1.423 (meters) 4.67 (feet) ADJUSTED AG0030 ___________________________________________________________________ AG0030 GEOID HEIGHT- -24.63 (meters) GEOID99 AG0030 DYNAMIC HT - 1.421 (meters) 4.66 (feet) COMP AG0030 MODELED GRAV- 979,181.7 (mgal) NAVD 88 AG0030 AG0030 VERT ORDER - SECOND CLASS II AG0030 AG0030.The horizontal coordinates were scaled from a topographic map and have AG0030.an estimated accuracy of +/- 6 seconds. AG0030 AG0030.The orthometric height was determined by differential leveling AG0030.and adjusted by the National Geodetic Survey in June 1991. AG0030 AG0030.The geoid height was determined by GEOID99. AG0030 AG0030.The dynamic height is computed by dividing the NAVD 88 AG0030.geopotential number by the normal gravity value computed on the AG0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0030.degrees latitude (g = 980.6199 gals.). AG0030 AG0030.The modeled gravity was interpolated from observed gravity values. AG0030 AG0030; North East Units Estimated Accuracy AG0030;SPC FL W - 392,710. 141,770. MT (+/- 180 meters Scaled) AG0030 AG0030 SUPERSEDED SURVEY CONTROL AG0030 AG0030 NGVD 29 - 1.691 (m) 5.55 (f) ADJ UNCH 2 2 AG0030 AG0030.Superseded values are not recommended for survey control. AG0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0030.See file dsdata.txt to determine how the superseded data were derived. AG0030 AG0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL433845(NAD 83) AG0030_MARKER: DS = TRIANGULATION STATION DISK AG0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0030_STAMPING: 15-72-A02 AG0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0030+STABILITY: SURFACE MOTION AG0030 AG0030 HISTORY - Date Condition Report By AG0030 HISTORY - UNK MONUMENTED FLDT AG0030 HISTORY - 1975 GOOD FLDT AG0030 HISTORY - 19991116 MARK NOT FOUND USPSQD AG0030 HISTORY - 20010331 MARK NOT FOUND NGS AG0030 AG0030 STATION DESCRIPTION AG0030 AG0030'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0030'AT ST PETERSBURG. AG0030'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0030'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92 AG0030'EAST), RUN EASTERLY ON GANDY BLVD. FOR 3.25 MILE. STATION ON AG0030'RIGHT, 69.0 FT. S/SE OF THE SOUTH EDGE OF THE EAST BOUND LANE AG0030'OF GANDY BLVD., 104.9 FT. EAST OF POWER POLE, NUMBER 1A-42055-R, AG0030'244.0 FT. NW OF THE NW CONCRETE CORNER LEG SUPPORT OF W.S.U.N. AG0030'RADIO TOWER. SET IN TOP OF A CONCRETE POST THAT IS 5 INCHES AG0030'BELOW THE GROUND. SECTION 15, T 30 S, R 17 E. AG0030 AG0030 STATION RECOVERY (1999) AG0030 AG0030'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0030'MARK NOT FOUND. AG0030 AG0030 STATION RECOVERY (2001) AG0030 AG0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0030'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0031 *********************************************************************** AG0031 DESIGNATION - 15 72 A 03 FLDT AG0031 PID - AG0031 AG0031 STATE/COUNTY- FL/PINELLAS AG0031 USGS QUAD - PORT TAMPA (1983) AG0031 AG0031 *CURRENT SURVEY CONTROL AG0031 ___________________________________________________________________ AG0031* NAD 83(1986)- 27 52 25. (N) 082 35 59. (W) SCALED AG0031* NAVD 88 - 2.279 (meters) 7.48 (feet) ADJUSTED AG0031 ___________________________________________________________________ AG0031 GEOID HEIGHT- -24.62 (meters) GEOID99 AG0031 DYNAMIC HT - 2.276 (meters) 7.47 (feet) COMP AG0031 MODELED GRAV- 979,181.5 (mgal) NAVD 88 AG0031 AG0031 VERT ORDER - SECOND CLASS II AG0031 AG0031.The horizontal coordinates were scaled from a topographic map and have AG0031.an estimated accuracy of +/- 6 seconds. AG0031 AG0031.The orthometric height was determined by differential leveling AG0031.and adjusted by the National Geodetic Survey in June 1991. AG0031 AG0031.The geoid height was determined by GEOID99. AG0031 AG0031.The dynamic height is computed by dividing the NAVD 88 AG0031.geopotential number by the normal gravity value computed on the AG0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0031.degrees latitude (g = 980.6199 gals.). AG0031 AG0031.The modeled gravity was interpolated from observed gravity values. AG0031 AG0031; North East Units Estimated Accuracy AG0031;SPC FL W - 392,350. 140,940. MT (+/- 180 meters Scaled) AG0031 AG0031 SUPERSEDED SURVEY CONTROL AG0031 AG0031 NGVD 29 - 2.546 (m) 8.35 (f) ADJ UNCH 2 2 AG0031 AG0031.Superseded values are not recommended for survey control. AG0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0031.See file dsdata.txt to determine how the superseded data were derived. AG0031 AG0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL425842(NAD 83) AG0031_MARKER: DS = TRIANGULATION STATION DISK AG0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0031+STABILITY: SURFACE MOTION AG0031 AG0031 HISTORY - Date Condition Report By AG0031 HISTORY - UNK MONUMENTED FLDT AG0031 HISTORY - 1975 GOOD FLDT AG0031 HISTORY - 19991116 MARK NOT FOUND USPSQD AG0031 HISTORY - 20010331 MARK NOT FOUND NGS AG0031 AG0031 STATION DESCRIPTION AG0031 AG0031'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0031'AT ST PETERSBURG. AG0031'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0031'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92 AG0031'EAST), RUN EASTERLY ON GANDY BLVD. FOR 2.65 MILE. STATION ON AG0031'LEFT, 18.5 FT. S/SE OF THE CENTERLINE OF GANDY BLVD., 91.0 FT. SE AG0031'OF LIGHT POLE, NO NUMBER, 56.0 FT. NW OF LIGHT POLE, NO NUMBER, AG0031'10.5 FT. N/NW OF THE NORTH EDGE OF THE NE BOUND LANE. SET IN AG0031'TOP OF A CONCRETE POST THAT IS 4 INCHES BELOW THE GROUND. AG0031'SECTION 16, T 30 S, R 17 E. AG0031 AG0031 STATION RECOVERY (1999) AG0031 AG0031'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0031'MARK NOT FOUND. AG0031 AG0031 STATION RECOVERY (2001) AG0031 AG0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0031'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0032 *********************************************************************** AG0032 DESIGNATION - 15 72 A 04 FLDT AG0032 PID - AG0032 AG0032 STATE/COUNTY- FL/PINELLAS AG0032 USGS QUAD - PORT TAMPA (1983) AG0032 AG0032 *CURRENT SURVEY CONTROL AG0032 ___________________________________________________________________ AG0032* NAD 83(1986)- 27 52 19. (N) 082 36 36. (W) SCALED AG0032* NAVD 88 - 2.006 (meters) 6.58 (feet) ADJUSTED AG0032 ___________________________________________________________________ AG0032 GEOID HEIGHT- -24.60 (meters) GEOID99 AG0032 DYNAMIC HT - 2.004 (meters) 6.57 (feet) COMP AG0032 MODELED GRAV- 979,181.6 (mgal) NAVD 88 AG0032 AG0032 VERT ORDER - SECOND CLASS II AG0032 AG0032.The horizontal coordinates were scaled from a topographic map and have AG0032.an estimated accuracy of +/- 6 seconds. AG0032 AG0032.The orthometric height was determined by differential leveling AG0032.and adjusted by the National Geodetic Survey in June 1991. AG0032 AG0032.The geoid height was determined by GEOID99. AG0032 AG0032.The dynamic height is computed by dividing the NAVD 88 AG0032.geopotential number by the normal gravity value computed on the AG0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0032.degrees latitude (g = 980.6199 gals.). AG0032 AG0032.The modeled gravity was interpolated from observed gravity values. AG0032 AG0032; North East Units Estimated Accuracy AG0032;SPC FL W - 392,170. 139,930. MT (+/- 180 meters Scaled) AG0032 AG0032 SUPERSEDED SURVEY CONTROL AG0032 AG0032 NGVD 29 - 2.272 (m) 7.45 (f) ADJ UNCH 2 2 AG0032 AG0032.Superseded values are not recommended for survey control. AG0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0032.See file dsdata.txt to determine how the superseded data were derived. AG0032 AG0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL415840(NAD 83) AG0032_MARKER: DS = TRIANGULATION STATION DISK AG0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0032_STAMPING: 15-72-A-4 AG0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0032+STABILITY: SURFACE MOTION AG0032 AG0032 HISTORY - Date Condition Report By AG0032 HISTORY - UNK MONUMENTED FLDT AG0032 HISTORY - 1975 GOOD FLDT AG0032 HISTORY - 19991116 MARK NOT FOUND USPSQD AG0032 HISTORY - 20010331 MARK NOT FOUND NGS AG0032 AG0032 STATION DESCRIPTION AG0032 AG0032'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0032'AT ST PETERSBURG. AG0032'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0032'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92 AG0032'EAST), RUN EASTERLY ON GANDY BLVD. FOR 2.0 MILE. STATION ON AG0032'LEFT, 10.3 FT. N/NW OF THE CENTERLINE OF GANDY BLVD., 51.8 FT. AG0032'W/SW OF THE CENTERLINE OF LANE CROSSOVER, 82.7 FT. N/NE OF LIGHT AG0032'POLE, NO NUMBER, 65.0 FT. S/SW OF LIGHT POLE, NO NUMBER. SET AG0032'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION AG0032'16, T 30 S, R 17 E. AG0032 AG0032 STATION RECOVERY (1999) AG0032 AG0032'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0032'MARK NOT FOUND. AG0032 AG0032 STATION RECOVERY (2001) AG0032 AG0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0032'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0033 *********************************************************************** AG0033 TIDAL BM - This is a Tidal Bench Mark. AG0033 DESIGNATION - 15 72 A 05 FLDT AG0033 PID - AG0033 AG0033 STATE/COUNTY- FL/PINELLAS AG0033 USGS QUAD - PORT TAMPA (1983) AG0033 AG0033 *CURRENT SURVEY CONTROL AG0033 ___________________________________________________________________ AG0033* NAD 83(1986)- 27 52 07. (N) 082 37 05. (W) SCALED AG0033* NAVD 88 - 2.061 (meters) 6.76 (feet) ADJUSTED AG0033 ___________________________________________________________________ AG0033 GEOID HEIGHT- -24.58 (meters) GEOID99 AG0033 DYNAMIC HT - 2.058 (meters) 6.75 (feet) COMP AG0033 MODELED GRAV- 979,181.4 (mgal) NAVD 88 AG0033 AG0033 VERT ORDER - SECOND CLASS I AG0033 AG0033.The horizontal coordinates were scaled from a topographic map and have AG0033.an estimated accuracy of +/- 6 seconds. AG0033 AG0033.The orthometric height was determined by differential leveling AG0033.and adjusted by the National Geodetic Survey in June 1991. AG0033 AG0033.This Tidal Bench Mark is designated as VM 10675 AG0033.by the Center for Operational Oceanographic Products and Services. AG0033 AG0033.The geoid height was determined by GEOID99. AG0033 AG0033.The dynamic height is computed by dividing the NAVD 88 AG0033.geopotential number by the normal gravity value computed on the AG0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0033.degrees latitude (g = 980.6199 gals.). AG0033 AG0033.The modeled gravity was interpolated from observed gravity values. AG0033 AG0033; North East Units Estimated Accuracy AG0033;SPC FL W - 391,800. 139,140. MT (+/- 180 meters Scaled) AG0033 AG0033 SUPERSEDED SURVEY CONTROL AG0033 AG0033 NGVD 29 - 2.323 (m) 7.62 (f) ADJ UNCH 2 1 AG0033 AG0033.Superseded values are not recommended for survey control. AG0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0033.See file dsdata.txt to determine how the superseded data were derived. AG0033 AG0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL407836(NAD 83) AG0033_MARKER: DS = TRIANGULATION STATION DISK AG0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0033_STAMPING: 15-72-A05 AG0033_MARK LOGO: FLDT AG0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0033+STABILITY: SURFACE MOTION AG0033 AG0033 HISTORY - Date Condition Report By AG0033 HISTORY - UNK MONUMENTED FLDT AG0033 HISTORY - 1975 GOOD FLDT AG0033 HISTORY - 1982 GOOD FLDNR AG0033 HISTORY - 19991116 MARK NOT FOUND USPSQD AG0033 HISTORY - 20010331 MARK NOT FOUND NGS AG0033 AG0033 STATION DESCRIPTION AG0033 AG0033'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0033'AT ST PETERSBURG. AG0033'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0033'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92 AG0033'EAST), RUN EASTERLY ON GANDY BLVD. FOR 1.35 MILE. STATION ON AG0033'LEFT, 6.2 FT. N/NW OF GANDY BLVD., 50.0 FT. E/NE OF SNUG HARBOR AG0033'RD. (RIVIERA BLVD), 118.0 FT. SW OF POWER AND LIGHT POLE, NUMBER AG0033'1A-65334-R, 67.5 FT. SE OF POWER AND LIGHT POLE, NUMBER X-673, AG0033'4.0 FT. E/NE OF THE BACK OF CURB. SET IN THE TOP OF A CONCRETE AG0033'POST THAT IS 2 INCHES BELOW THE GROUND. SECTION 17, T 30 S, AG0033'R 17 E. AG0033 AG0033 STATION RECOVERY (1982) AG0033 AG0033'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG0033'RECOVERED IN GOOD CONDITION. AG0033 AG0033 STATION RECOVERY (1999) AG0033 AG0033'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0033'MARK NOT FOUND. AG0033 AG0033 STATION RECOVERY (2001) AG0033 AG0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0033'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0034 *********************************************************************** AG0034 DESIGNATION - 15 72 A 06 FLDT AG0034 PID - AG0034 AG0034 STATE/COUNTY- FL/PINELLAS AG0034 USGS QUAD - ST PETERSBURG (1987) AG0034 AG0034 *CURRENT SURVEY CONTROL AG0034 ___________________________________________________________________ AG0034* NAD 83(1986)- 27 52 01. (N) 082 37 41. (W) SCALED AG0034* NAVD 88 - 2.111 (meters) 6.93 (feet) ADJUSTED AG0034 ___________________________________________________________________ AG0034 GEOID HEIGHT- -24.56 (meters) GEOID99 AG0034 DYNAMIC HT - 2.108 (meters) 6.92 (feet) COMP AG0034 MODELED GRAV- 979,181.4 (mgal) NAVD 88 AG0034 AG0034 VERT ORDER - SECOND CLASS II AG0034 AG0034.The horizontal coordinates were scaled from a topographic map and have AG0034.an estimated accuracy of +/- 6 seconds. AG0034 AG0034.The orthometric height was determined by differential leveling AG0034.and adjusted by the National Geodetic Survey in June 1991. AG0034 AG0034.The geoid height was determined by GEOID99. AG0034 AG0034.The dynamic height is computed by dividing the NAVD 88 AG0034.geopotential number by the normal gravity value computed on the AG0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0034.degrees latitude (g = 980.6199 gals.). AG0034 AG0034.The modeled gravity was interpolated from observed gravity values. AG0034 AG0034; North East Units Estimated Accuracy AG0034;SPC FL W - 391,620. 138,150. MT (+/- 180 meters Scaled) AG0034 AG0034 SUPERSEDED SURVEY CONTROL AG0034 AG0034 NGVD 29 - 2.371 (m) 7.78 (f) ADJ UNCH 2 2 AG0034 AG0034.Superseded values are not recommended for survey control. AG0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0034.See file dsdata.txt to determine how the superseded data were derived. AG0034 AG0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL397835(NAD 83) AG0034_MARKER: DS = TRIANGULATION STATION DISK AG0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0034_STAMPING: 15-72-A06 AG0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0034+STABILITY: SURFACE MOTION AG0034 AG0034 HISTORY - Date Condition Report By AG0034 HISTORY - UNK MONUMENTED FLDT AG0034 HISTORY - 1975 GOOD FLDT AG0034 HISTORY - 1989 GOOD USPSQD AG0034 HISTORY - 19991116 GOOD USPSQD AG0034 HISTORY - 20010331 GOOD NGS AG0034 AG0034 STATION DESCRIPTION AG0034 AG0034'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0034'AT ST PETERSBURG. AG0034'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0034'686) AND 4TH STREET N (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY AG0034'92 EAST), RUN EASTERLY ON GANDY BLVD. FOR 0.7 MILE. STATION ON AG0034'LEFT, 9.2 FT. N/NW OF THE CENTERLINE OF GANDY BLVD., 83.6 FT. AG0034'W/SW OF THE MAIN ENTRANCE ROAD OF DERBY LANE DOG TRACK, 51.2 FT. AG0034'S/SE OF SIGNAL SUPPORT POLE, NO NUMBER, 13.8 FT. WEST OF SIGNAL AG0034'LIGHT POLE, NO NUMBER, 2.9 FT. S/SW OF THE BACK OF THE CURB, 19.0 AG0034'FT. WEST OF THE BACK OF THE CURB. SET IN TOP OF A CONCRETE AG0034'POST THAT IS 5 INCHES BELOW THE GROUND. SECTION 17, T 30 S, AG0034'R 17 E. AG0034 AG0034 STATION RECOVERY (1989) AG0034 AG0034'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJD) AG0034'RECOVERED IN GOOD CONDITION. AG0034 AG0034 STATION RECOVERY (1999) AG0034 AG0034'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0034'RECOVERED IN GOOD CONDITION. AG0034 AG0034 STATION RECOVERY (2001) AG0034 AG0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0034'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0035 *********************************************************************** AG0035 DESIGNATION - 15 72 A 07 FLDT AG0035 PID - AG0035 AG0035 STATE/COUNTY- FL/PINELLAS AG0035 USGS QUAD - ST PETERSBURG (1987) AG0035 AG0035 *CURRENT SURVEY CONTROL AG0035 ___________________________________________________________________ AG0035* NAD 83(1986)- 27 51 49. (N) 082 38 11. (W) SCALED AG0035* NAVD 88 - 1.405 (meters) 4.61 (feet) ADJUSTED AG0035 ___________________________________________________________________ AG0035 GEOID HEIGHT- -24.55 (meters) GEOID99 AG0035 DYNAMIC HT - 1.403 (meters) 4.60 (feet) COMP AG0035 MODELED GRAV- 979,181.3 (mgal) NAVD 88 AG0035 AG0035 VERT ORDER - SECOND CLASS II AG0035 AG0035.The horizontal coordinates were scaled from a topographic map and have AG0035.an estimated accuracy of +/- 6 seconds. AG0035 AG0035.The orthometric height was determined by differential leveling AG0035.and adjusted by the National Geodetic Survey in June 1991. AG0035 AG0035.The geoid height was determined by GEOID99. AG0035 AG0035.The dynamic height is computed by dividing the NAVD 88 AG0035.geopotential number by the normal gravity value computed on the AG0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0035.degrees latitude (g = 980.6199 gals.). AG0035 AG0035.The modeled gravity was interpolated from observed gravity values. AG0035 AG0035; North East Units Estimated Accuracy AG0035;SPC FL W - 391,260. 137,330. MT (+/- 180 meters Scaled) AG0035 AG0035 SUPERSEDED SURVEY CONTROL AG0035 AG0035 NGVD 29 - 1.665 (m) 5.46 (f) ADJ UNCH 2 2 AG0035 AG0035.Superseded values are not recommended for survey control. AG0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0035.See file dsdata.txt to determine how the superseded data were derived. AG0035 AG0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL388831(NAD 83) AG0035_MARKER: DD = SURVEY DISK AG0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0035_STAMPING: 15-72-A07 AG0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0035+STABILITY: SURFACE MOTION AG0035 AG0035 HISTORY - Date Condition Report By AG0035 HISTORY - UNK MONUMENTED FLDT AG0035 HISTORY - 1975 GOOD FLDT AG0035 HISTORY - 1989 MARK NOT FOUND USPSQD AG0035 HISTORY - 19990216 MARK NOT FOUND USPSQD AG0035 HISTORY - 20010331 MARK NOT FOUND NGS AG0035 AG0035 STATION DESCRIPTION AG0035 AG0035'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0035'AT ST PETERSBURG. AG0035'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0035'686) AND 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92 AG0035'EAST), RUN EASTERLY ON GANDY BLVD. FOR 0.15 MILE. STATION ON LEFT, AG0035'43.1 FT. NORTH OF THE CENTERLINE OF GANDY BLVD., 33.8 FT. EAST OF THE AG0035'CENTERLINE OF THE ENTRANCE ROAD LEADING NORTH (GATEWAY MOBILE PARK), AG0035'42.3 FT. S/SW OF 6 INCH PALM TREE, 49.0 FT. E/SE OF THE POWER POLE, AG0035'NUMBER 1A-53723, 4.4 FT. SW OF LIGHT POLE, NUMBER 1-87445, 8.0 FT. AG0035'NORTH OF THE NORTH EDGE OF PAVEMENT. SET IN TOP OF A CONCRETE AG0035'POST THAT IS 2 INCHES BELOW THE GROUND. SECTION 19, T 30 S, AG0035'R 17 E. AG0035 AG0035 STATION RECOVERY (1989) AG0035 AG0035'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD) AG0035'MARK NOT FOUND. AG0035 AG0035 STATION RECOVERY (1999) AG0035 AG0035'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0035'MARK NOT FOUND. AG0035 AG0035 STATION RECOVERY (2001) AG0035 AG0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0035'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0036 *********************************************************************** AG0036 DESIGNATION - 15 72 A 08 FLDT AG0036 PID - AG0036 AG0036 STATE/COUNTY- FL/PINELLAS AG0036 USGS QUAD - ST PETERSBURG (1987) AG0036 AG0036 *CURRENT SURVEY CONTROL AG0036 ___________________________________________________________________ AG0036* NAD 83(1986)- 27 51 49. (N) 082 38 17. (W) SCALED AG0036* NAVD 88 - 0.984 (meters) 3.23 (feet) ADJUSTED AG0036 ___________________________________________________________________ AG0036 GEOID HEIGHT- -24.54 (meters) GEOID99 AG0036 DYNAMIC HT - 0.982 (meters) 3.22 (feet) COMP AG0036 MODELED GRAV- 979,181.3 (mgal) NAVD 88 AG0036 AG0036 VERT ORDER - SECOND CLASS II AG0036 AG0036.The horizontal coordinates were scaled from a topographic map and have AG0036.an estimated accuracy of +/- 6 seconds. AG0036 AG0036.The orthometric height was determined by differential leveling AG0036.and adjusted by the National Geodetic Survey in June 1991. AG0036 AG0036.The geoid height was determined by GEOID99. AG0036 AG0036.The dynamic height is computed by dividing the NAVD 88 AG0036.geopotential number by the normal gravity value computed on the AG0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0036.degrees latitude (g = 980.6199 gals.). AG0036 AG0036.The modeled gravity was interpolated from observed gravity values. AG0036 AG0036; North East Units Estimated Accuracy AG0036;SPC FL W - 391,260. 137,160. MT (+/- 180 meters Scaled) AG0036 AG0036 SUPERSEDED SURVEY CONTROL AG0036 AG0036 NGVD 29 - 1.245 (m) 4.08 (f) ADJ UNCH 2 2 AG0036 AG0036.Superseded values are not recommended for survey control. AG0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0036.See file dsdata.txt to determine how the superseded data were derived. AG0036 AG0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387831(NAD 83) AG0036_MARKER: DS = TRIANGULATION STATION DISK AG0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0036_STAMPING: 15-72-A08 AG0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0036+STABILITY: SURFACE MOTION AG0036 AG0036 HISTORY - Date Condition Report By AG0036 HISTORY - UNK MONUMENTED FLDT AG0036 HISTORY - 1975 GOOD FLDT AG0036 HISTORY - 1989 GOOD USPSQD AG0036 HISTORY - 19990216 MARK NOT FOUND USPSQD AG0036 HISTORY - 20010331 MARK NOT FOUND NGS AG0036 AG0036 STATION DESCRIPTION AG0036 AG0036'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0036'AT ST PETERSBURG. AG0036'STATION IS LOCATED AT THE JUNCTION OF ROOSEVELT BLVD. EAST AG0036'(S.R. 686) AND 4TH STREET N. (S.R. 687), 47.9 FT. NORTH OF THE AG0036'CENTERLINE OF ROOSEVELT BLVD., 188.5 FT. WEST OF THE CENTERLINE AG0036'OF 4TH STREET N., 138.0 FT. WEST OF POWER-LIGHT POLE, NO NUMBER, AG0036'99.0 FT. N/NW OF LIGHT POLE, NUMBER 1-77492, 32.0 FT. E-NE OF AG0036'LIGHT POLE, NO NUMBER, 18.0 FT. NORTH OF THE NORTH EDGE OF AG0036'PAVEMENT. SET IN TOP OF A CONCRETE POST THAT IS 5 INCHES BELOW AG0036'THE GROUND. SECTION 19, T 30 S, R 17 E. AG0036 AG0036 STATION RECOVERY (1989) AG0036 AG0036'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD) AG0036'RECOVERED IN GOOD CONDITION. AG0036 AG0036 STATION RECOVERY (1999) AG0036 AG0036'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0036'MARK NOT FOUND. AG0036 AG0036 STATION RECOVERY (2001) AG0036 AG0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0036'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0037 *********************************************************************** AG0037 DESIGNATION - 15 72 A 09 FLDT AG0037 PID - AG0037 AG0037 STATE/COUNTY- FL/PINELLAS AG0037 USGS QUAD - ST PETERSBURG (1987) AG0037 AG0037 *CURRENT SURVEY CONTROL AG0037 ___________________________________________________________________ AG0037* NAD 83(1986)- 27 52 13. (N) 082 38 47. (W) SCALED AG0037* NAVD 88 - 1.758 (meters) 5.77 (feet) ADJUSTED AG0037 ___________________________________________________________________ AG0037 GEOID HEIGHT- -24.54 (meters) GEOID99 AG0037 DYNAMIC HT - 1.755 (meters) 5.76 (feet) COMP AG0037 MODELED GRAV- 979,181.9 (mgal) NAVD 88 AG0037 AG0037 VERT ORDER - SECOND CLASS I AG0037 AG0037.The horizontal coordinates were scaled from a topographic map and have AG0037.an estimated accuracy of +/- 6 seconds. AG0037 AG0037.The orthometric height was determined by differential leveling AG0037.and adjusted by the National Geodetic Survey in June 1991. AG0037 AG0037.The geoid height was determined by GEOID99. AG0037 AG0037.The dynamic height is computed by dividing the NAVD 88 AG0037.geopotential number by the normal gravity value computed on the AG0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0037.degrees latitude (g = 980.6199 gals.). AG0037 AG0037.The modeled gravity was interpolated from observed gravity values. AG0037 AG0037; North East Units Estimated Accuracy AG0037;SPC FL W - 392,000. 136,350. MT (+/- 180 meters Scaled) AG0037 AG0037 SUPERSEDED SURVEY CONTROL AG0037 AG0037 NGVD 29 - 2.020 (m) 6.63 (f) ADJ UNCH 2 1 AG0037 AG0037.Superseded values are not recommended for survey control. AG0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0037.See file dsdata.txt to determine how the superseded data were derived. AG0037 AG0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL379839(NAD 83) AG0037_MARKER: DS = TRIANGULATION STATION DISK AG0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0037_STAMPING: 15-72-A09 AG0037_PROJECTION: RECESSED 10 CENTIMETERS AG0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0037+STABILITY: SURFACE MOTION AG0037 AG0037 HISTORY - Date Condition Report By AG0037 HISTORY - UNK MONUMENTED FLDT AG0037 HISTORY - 1975 GOOD FLDT AG0037 HISTORY - 1975 GOOD FLDT AG0037 HISTORY - 1975 GOOD FLDT AG0037 HISTORY - 19991129 MARK NOT FOUND USPSQD AG0037 HISTORY - 20010331 MARK NOT FOUND NGS AG0037 AG0037 STATION DESCRIPTION AG0037 AG0037'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0037'AT ST PETERSBURG. AG0037'TO REACH STATION FROM THE INTERSECTION OF ULMERTON RD. (S.R. 688) AG0037'AND ROOSEVELT BLVD. EAST (S.R. 686), RUN SOUTHEASTERLY ALONG AG0037'ROOSEVELT BLVD. FOR 2.5 MILES TO THE JUNCTION OF 9TH STREET N. AG0037'STATION ON RIGHT IN THE SE CORNER, 122.0 FT. EAST OF 9TH STREET AG0037'N., 23.8 FT. SW OF ROOSEVELT BLVD., 4.5 FT. SW OF BACK OF CURB, AG0037'8.2 FT. NORTH OF THE BACK OF CURB OF TRIANGULAR GRASS ISLAND. AG0037'SET IN THE TOP OF A CONCRETE POST THAT IS 5 INCHES BELOW THE AG0037'GROUND. SECTION 18, T 30 S, R 17 E. AG0037 AG0037 STATION RECOVERY (1975) AG0037 AG0037'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0037'FROM THE INTERSECTION OF INTERSTATE ROUTE 275 AND GANDY BOULEVARD, 2.5 AG0037'MILES EAST OF PINELLAS PARK, GO NORTHERLY ON INTERSTATE ROUTE 275 FOR AG0037'1.9 MILES TO THE INTERSECTION OF ROOSEVELT BOULEVARD, THENCE SOUTHEAST AG0037'ON ROOSEVELT BOULEVARD FOR 0.9 MILE TO THE INTERSECTION OF NINTH AG0037'STREET STATE ROUTE 688. THE MARK IS IN THE SOUTHEAST QUADRANT OF THE AG0037'INTERSECTION. IT IS 63.3 FT. EAST OF A CONCRETE TRAFFIC SIGNAL LIGHT AG0037'POLE, 18 FT. SOUTHWEST OF THE CENTERLINE OF ROOSEVELT BOULEVARD AND AG0037'3.6 FT. SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE CURB OF AG0037'ROOSEVELT BOULEVARD. AG0037 AG0037 STATION RECOVERY (1975) AG0037 AG0037'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0037'RECOVERED IN GOOD CONDITION. AG0037 AG0037 STATION RECOVERY (1999) AG0037 AG0037'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0037'MARK NOT FOUND. AG0037 AG0037 STATION RECOVERY (2001) AG0037 AG0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0037'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0026 *********************************************************************** AG0026 DESIGNATION - 15 72 A 11 FLDT AG0026 PID - AG0026 AG0026 STATE/COUNTY- FL/PINELLAS AG0026 USGS QUAD - SAFETY HARBOR (1956) AG0026 AG0026 *CURRENT SURVEY CONTROL AG0026 ___________________________________________________________________ AG0026* NAD 83(1986)- 27 52 45. (N) 082 39 35. (W) SCALED AG0026* NAVD 88 - 2.474 (meters) 8.12 (feet) ADJUSTED AG0026 ___________________________________________________________________ AG0026 GEOID HEIGHT- -24.54 (meters) GEOID99 AG0026 DYNAMIC HT - 2.471 (meters) 8.11 (feet) COMP AG0026 MODELED GRAV- 979,182.7 (mgal) NAVD 88 AG0026 AG0026 VERT ORDER - SECOND CLASS II AG0026 AG0026.The horizontal coordinates were scaled from a topographic map and have AG0026.an estimated accuracy of +/- 6 seconds. AG0026 AG0026.The orthometric height was determined by differential leveling AG0026.and adjusted by the National Geodetic Survey in June 1991. AG0026 AG0026.The geoid height was determined by GEOID99. AG0026 AG0026.The dynamic height is computed by dividing the NAVD 88 AG0026.geopotential number by the normal gravity value computed on the AG0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0026.degrees latitude (g = 980.6199 gals.). AG0026 AG0026.The modeled gravity was interpolated from observed gravity values. AG0026 AG0026; North East Units Estimated Accuracy AG0026;SPC FL W - 392,990. 135,040. MT (+/- 180 meters Scaled) AG0026 AG0026 SUPERSEDED SURVEY CONTROL AG0026 AG0026 NGVD 29 - 2.737 (m) 8.98 (f) ADJ UNCH 2 2 AG0026 AG0026.Superseded values are not recommended for survey control. AG0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0026.See file dsdata.txt to determine how the superseded data were derived. AG0026 AG0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL366849(NAD 83) AG0026_MARKER: DS = TRIANGULATION STATION DISK AG0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0026_STAMPING: 15-72-ALL AG0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0026+STABILITY: SURFACE MOTION AG0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG0026+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2003 AG0026 AG0026 HISTORY - Date Condition Report By AG0026 HISTORY - UNK MONUMENTED FLDT AG0026 HISTORY - 1975 GOOD FLDT AG0026 HISTORY - 20030226 GOOD USPSQD AG0026 AG0026 STATION DESCRIPTION AG0026 AG0026'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0026'0.5 MI NW FROM ST PETERSBURG. AG0026'TO REACH STATION FROM THE INTERSECTION OF ULMERTON ROAD (S.R. 688) AG0026'AND ROOSEVELT BLVD. EAST (S.R. 686), RUN SOUTHEASTERLY ALONG AG0026'ROOSEVELT BLVD. FOR 1.6 MILE. STATION ON LEFT IN THE CENTER OF AG0026'ROOSEVELT BLVD., 100.5 FT. SE OF THE SE CENTER PILLAR OF I-75 AG0026'EXIT RAMP OVERPASS, OVER ROOSEVELT BLVD., 27.0 FT. NE OF THE NE AG0026'EDGE OF THE SE BOUND LANE, 70.0 FT. NW OF THE BACK OF CURB, 9.0 AG0026'FT. SW OF GUARDRAIL. SET IN TOP OF CONCRETE POST THAT IS 5 AG0026'INCHES BELOW THE GROUND. SECTION 13, T 30 S, R 16 E. AG0026 AG0026 STATION RECOVERY (2003) AG0026 AG0026'RECOVERY NOTE BY US POWER SQUADRON 2003 (SIT) AG0026'TO REACH STATION FROM THE INTERSECTION OF ULMERTON ROAD (S.R. 688) AND AG0026'ROOSEVELT BLVD. EAST (S.R. 686), RUN SOUTHEASTERLY ALONG ROOSEVELT AG0026'BLVD. FOR 1.6 MILES. AG0026'STATION ON LEFT IN THE CENTER MEDIAN OF ROOSEVELT BLVD., 22 FEET ESE AG0026'(111 DEGREES) FROM THE CENTER PILLAR OF THE SOUTHERNMOST OVERPASS AG0026'(BRIAN DAIRY ROAD EXTENSION CR 296 TO I275), 11 FEET SW (216 DEGREES) AG0026'OF EDGE OF GUARDRAIL, 27 FEET NE OF EDGE OF SE BOUND TURN LANE, 70.0 AG0026'FT. NW OF THE BACK OF CURB. AG0026'SET IN TOP OF CONCRETE POST THAT IS 9 INCHES BELOW THE GROUND. AG0026' 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0067 *********************************************************************** AG0067 DESIGNATION - 163 FLHD AG0067 PID - AG0067 AG0067 STATE/COUNTY- FL/PINELLAS AG0067 USGS QUAD - ST PETERSBURG (1987) AG0067 AG0067 *CURRENT SURVEY CONTROL AG0067 ___________________________________________________________________ AG0067* NAD 83(1986)- 27 52 13. (N) 082 38 47. (W) SCALED AG0067* NAVD 88 - 1.319 (meters) 4.33 (feet) ADJUSTED AG0067 ___________________________________________________________________ AG0067 GEOID HEIGHT- -24.54 (meters) GEOID99 AG0067 DYNAMIC HT - 1.317 (meters) 4.32 (feet) COMP AG0067 MODELED GRAV- 979,181.9 (mgal) NAVD 88 AG0067 AG0067 VERT ORDER - SECOND CLASS II AG0067 AG0067.The horizontal coordinates were scaled from a topographic map and have AG0067.an estimated accuracy of +/- 6 seconds. AG0067 AG0067.The orthometric height was determined by differential leveling AG0067.and adjusted by the National Geodetic Survey in June 1991. AG0067 AG0067.The geoid height was determined by GEOID99. AG0067 AG0067.The dynamic height is computed by dividing the NAVD 88 AG0067.geopotential number by the normal gravity value computed on the AG0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0067.degrees latitude (g = 980.6199 gals.). AG0067 AG0067.The modeled gravity was interpolated from observed gravity values. AG0067 AG0067; North East Units Estimated Accuracy AG0067;SPC FL W - 392,000. 136,350. MT (+/- 180 meters Scaled) AG0067 AG0067 SUPERSEDED SURVEY CONTROL AG0067 AG0067 NGVD 29 - 1.581 (m) 5.19 (f) ADJ UNCH 2 2 AG0067 AG0067.Superseded values are not recommended for survey control. AG0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0067.See file dsdata.txt to determine how the superseded data were derived. AG0067 AG0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL379839(NAD 83) AG0067_MARKER: DD = SURVEY DISK AG0067_SETTING: 36 = HEADWALL AG0067_STAMPING: 163 AG0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG0067 AG0067 HISTORY - Date Condition Report By AG0067 HISTORY - UNK MONUMENTED FLHD AG0067 HISTORY - 1975 GOOD FLDT AG0067 HISTORY - 1989 MARK NOT FOUND USPSQD AG0067 HISTORY - 19991129 GOOD USPSQD AG0067 HISTORY - 20010331 GOOD NGS AG0067 AG0067 STATION DESCRIPTION AG0067 AG0067'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0067'AT ST PETERSBURG. AG0067'TO REACH STATION FROM THE INTERSECTION OF ULMERTON RD. (S.R. 688) AG0067'AND ROOSEVELT BLVD. EAST (S.R. 686), RUN SOUTHEASTERLY ALONG AG0067'ROOSEVELT BLVD. FOR 2.5 MILES TO THE JUNCTION OF 9TH STREET N. AG0067'STATION ON LEFT, IN THE NE CORNER, 67.7 FT. NORTH OF THE AG0067'CENTERLINE OF ROOSEVELT BLVD., 195.0 FT. EAST OF THE CENTERLINE AG0067'OF 9TH STREET N. SET IN TOP OF A CONCRETE HEADWALL. SECTION 18, AG0067'T 30 S, R 17 E. AG0067 AG0067 STATION RECOVERY (1989) AG0067 AG0067'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD) AG0067'MARK NOT FOUND. AG0067 AG0067 STATION RECOVERY (1999) AG0067 AG0067'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0067'RECOVERED IN GOOD CONDITION. AG0067 AG0067 STATION RECOVERY (2001) AG0067 AG0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0067'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0068 *********************************************************************** AG0068 DESIGNATION - 164 FLHD AG0068 PID - AG0068 AG0068 STATE/COUNTY- FL/PINELLAS AG0068 USGS QUAD - ST PETERSBURG (1987) AG0068 AG0068 *CURRENT SURVEY CONTROL AG0068 ___________________________________________________________________ AG0068* NAD 83(1986)- 27 51 49. (N) 082 38 17. (W) SCALED AG0068* NAVD 88 - 1.346 (meters) 4.42 (feet) ADJUSTED AG0068 ___________________________________________________________________ AG0068 GEOID HEIGHT- -24.54 (meters) GEOID99 AG0068 DYNAMIC HT - 1.344 (meters) 4.41 (feet) COMP AG0068 MODELED GRAV- 979,181.3 (mgal) NAVD 88 AG0068 AG0068 VERT ORDER - SECOND CLASS II AG0068 AG0068.The horizontal coordinates were scaled from a topographic map and have AG0068.an estimated accuracy of +/- 6 seconds. AG0068 AG0068.The orthometric height was determined by differential leveling AG0068.and adjusted by the National Geodetic Survey in June 1991. AG0068 AG0068.The geoid height was determined by GEOID99. AG0068 AG0068.The dynamic height is computed by dividing the NAVD 88 AG0068.geopotential number by the normal gravity value computed on the AG0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0068.degrees latitude (g = 980.6199 gals.). AG0068 AG0068.The modeled gravity was interpolated from observed gravity values. AG0068 AG0068; North East Units Estimated Accuracy AG0068;SPC FL W - 391,260. 137,160. MT (+/- 180 meters Scaled) AG0068 AG0068 SUPERSEDED SURVEY CONTROL AG0068 AG0068 NGVD 29 - 1.606 (m) 5.27 (f) ADJ UNCH 2 2 AG0068 AG0068.Superseded values are not recommended for survey control. AG0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0068.See file dsdata.txt to determine how the superseded data were derived. AG0068 AG0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387831(NAD 83) AG0068_MARKER: DD = SURVEY DISK AG0068_SETTING: 30 = CONCRETE INLET AG0068_STAMPING: 164 AG0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0068 AG0068 HISTORY - Date Condition Report By AG0068 HISTORY - UNK MONUMENTED FLHD AG0068 HISTORY - 1975 GOOD FLDT AG0068 HISTORY - 1989 GOOD USPSQD AG0068 HISTORY - 19990209 MARK NOT FOUND USPSQD AG0068 HISTORY - 20010331 MARK NOT FOUND NGS AG0068 AG0068 STATION DESCRIPTION AG0068 AG0068'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0068'AT ST PETERSBURG. AG0068'STATION IS LOCATED AT THE INTERSECTION OF ROOSEVELT BLVD. EAST AG0068'(S.R. 686) AND 4TH STREET N. (S.R. 687). STATION IS THE SE AG0068'CORNER, 64.0 FT. SOUTH OF THE CENTERLINE OF ROOSEVELT BLVD., AG0068'34.6 FT. EAST OF THE CENTERLINE OF 4TH STREET N. SET IN THE AG0068'TOP OF A CONCRETE INLET. SECTION 19, T 30 S, R 17 E. AG0068 AG0068 STATION RECOVERY (1989) AG0068 AG0068'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD) AG0068'RECOVERED IN GOOD CONDITION. AG0068 AG0068 STATION RECOVERY (1999) AG0068 AG0068'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0068'MARK NOT FOUND. AG0068 AG0068 STATION RECOVERY (2001) AG0068 AG0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0068'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0069 *********************************************************************** AG0069 DESIGNATION - 165 FLHD AG0069 PID - AG0069 AG0069 STATE/COUNTY- FL/PINELLAS AG0069 USGS QUAD - ST PETERSBURG (1987) AG0069 AG0069 *CURRENT SURVEY CONTROL AG0069 ___________________________________________________________________ AG0069* NAD 83(1986)- 27 51 37. (N) 082 38 17. (W) SCALED AG0069* NAVD 88 - 0.851 (meters) 2.79 (feet) ADJUSTED AG0069 ___________________________________________________________________ AG0069 GEOID HEIGHT- -24.54 (meters) GEOID99 AG0069 DYNAMIC HT - 0.850 (meters) 2.79 (feet) COMP AG0069 MODELED GRAV- 979,181.1 (mgal) NAVD 88 AG0069 AG0069 VERT ORDER - SECOND CLASS II AG0069 AG0069.The horizontal coordinates were scaled from a topographic map and have AG0069.an estimated accuracy of +/- 6 seconds. AG0069 AG0069.The orthometric height was determined by differential leveling AG0069.and adjusted by the National Geodetic Survey in June 1991. AG0069 AG0069.The geoid height was determined by GEOID99. AG0069 AG0069.The dynamic height is computed by dividing the NAVD 88 AG0069.geopotential number by the normal gravity value computed on the AG0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0069.degrees latitude (g = 980.6199 gals.). AG0069 AG0069.The modeled gravity was interpolated from observed gravity values. AG0069 AG0069; North East Units Estimated Accuracy AG0069;SPC FL W - 390,890. 137,160. MT (+/- 180 meters Scaled) AG0069 AG0069 SUPERSEDED SURVEY CONTROL AG0069 AG0069 NGVD 29 - 1.112 (m) 3.65 (f) ADJ UNCH 2 2 AG0069 AG0069.Superseded values are not recommended for survey control. AG0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0069.See file dsdata.txt to determine how the superseded data were derived. AG0069 AG0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387828(NAD 83) AG0069_MARKER: DD = SURVEY DISK AG0069_SETTING: 30 = CULVERT AG0069_STAMPING: 165 AG0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0069 AG0069 HISTORY - Date Condition Report By AG0069 HISTORY - UNK MONUMENTED FLHD AG0069 HISTORY - 1975 GOOD FLDT AG0069 HISTORY - 1989 MARK NOT FOUND USPSQD AG0069 HISTORY - 19990216 MARK NOT FOUND USPSQD AG0069 HISTORY - 20010331 MARK NOT FOUND NGS AG0069 AG0069 STATION DESCRIPTION AG0069 AG0069'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0069'AT ST PETERSBURG. AG0069'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686) AG0069'AND 4TH STREET N (S.R. 687), RUN SOUTHERLY ON 4TH STREET N. FOR AG0069'0.25 MILE. STATION ON RIGHT, 55.8 FT. WEST OF THE CENTERLINE AG0069'OF 4TH STREET N., 17.0 FT. SOUTH OF THE NORTH END OF HEADWALL. AG0069'SET IN THE TOP OF A CONCRETE TRIPLE BOX CULVERT HEADWALL. AG0069'SECTION 19, T 30 S, R 17 E. AG0069 AG0069 STATION RECOVERY (1989) AG0069 AG0069'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD) AG0069'MARK NOT FOUND. AG0069 AG0069 STATION RECOVERY (1999) AG0069 AG0069'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0069'MARK NOT FOUND. AG0069 AG0069 STATION RECOVERY (2001) AG0069 AG0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0069'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0090 *********************************************************************** AG0090 DESIGNATION - 185 FLHD AG0090 PID - AG0090 AG0090 STATE/COUNTY- FL/PINELLAS AG0090 USGS QUAD - SAFETY HARBOR (1956) AG0090 AG0090 *CURRENT SURVEY CONTROL AG0090 ___________________________________________________________________ AG0090* NAD 83(1986)- 27 52 37. (N) 082 38 17. (W) SCALED AG0090* NAVD 88 - 1.274 (meters) 4.18 (feet) ADJUSTED AG0090 ___________________________________________________________________ AG0090 GEOID HEIGHT- -24.56 (meters) GEOID99 AG0090 DYNAMIC HT - 1.272 (meters) 4.17 (feet) COMP AG0090 MODELED GRAV- 979,182.3 (mgal) NAVD 88 AG0090 AG0090 VERT ORDER - SECOND CLASS II AG0090 AG0090.The horizontal coordinates were scaled from a topographic map and have AG0090.an estimated accuracy of +/- 6 seconds. AG0090 AG0090.The orthometric height was determined by differential leveling AG0090.and adjusted by the National Geodetic Survey in June 1991. AG0090 AG0090.The geoid height was determined by GEOID99. AG0090 AG0090.The dynamic height is computed by dividing the NAVD 88 AG0090.geopotential number by the normal gravity value computed on the AG0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0090.degrees latitude (g = 980.6199 gals.). AG0090 AG0090.The modeled gravity was interpolated from observed gravity values. AG0090 AG0090; North East Units Estimated Accuracy AG0090;SPC FL W - 392,740. 137,170. MT (+/- 180 meters Scaled) AG0090 AG0090 SUPERSEDED SURVEY CONTROL AG0090 AG0090 NGVD 29 - 1.536 (m) 5.04 (f) ADJ UNCH 2 2 AG0090 AG0090.Superseded values are not recommended for survey control. AG0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0090.See file dsdata.txt to determine how the superseded data were derived. AG0090 AG0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387846(NAD 83) AG0090_MARKER: DD = SURVEY DISK AG0090_SETTING: 30 = HEADWALL AG0090_STAMPING: 185 AG0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0090 AG0090 HISTORY - Date Condition Report By AG0090 HISTORY - UNK MONUMENTED FLHD AG0090 HISTORY - 1975 GOOD FLHD AG0090 HISTORY - 19991129 GOOD USPSQD AG0090 HISTORY - 20010331 GOOD NGS AG0090 AG0090 STATION DESCRIPTION AG0090 AG0090'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1975 AG0090'AT ST PETERSBURG. AG0090'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686) AG0090'AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH STREET N. AG0090'FOR 0.9 MI. STATION ON THE RIGHT, 56.0 FT. EAST OF THE CENTERLINE AG0090'OF 4TH STREET N., 88.5 FT. NORTH OF THE CENTERLINE OF ENTRANCE AG0090'ROAD LEADING EAST (SOCIETY PARK APARTMENT). SET IN TOP OF AG0090'CONCRETE HEADWALL. SECTION 18, T 30S, R 17E. AG0090 AG0090 STATION RECOVERY (1999) AG0090 AG0090'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0090'RECOVERED IN GOOD CONDITION. AG0090 AG0090 STATION RECOVERY (2001) AG0090 AG0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0090'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0091 *********************************************************************** AG0091 DESIGNATION - 186 FLHD AG0091 PID - AG0091 AG0091 STATE/COUNTY- FL/PINELLAS AG0091 USGS QUAD - ST PETERSBURG (1987) AG0091 AG0091 *CURRENT SURVEY CONTROL AG0091 ___________________________________________________________________ AG0091* NAD 83(1986)- 27 52 19. (N) 082 38 17. (W) SCALED AG0091* NAVD 88 - 1.374 (meters) 4.51 (feet) ADJUSTED AG0091 ___________________________________________________________________ AG0091 GEOID HEIGHT- -24.56 (meters) GEOID99 AG0091 DYNAMIC HT - 1.372 (meters) 4.50 (feet) COMP AG0091 MODELED GRAV- 979,182.0 (mgal) NAVD 88 AG0091 AG0091 VERT ORDER - SECOND CLASS II AG0091 AG0091.The horizontal coordinates were scaled from a topographic map and have AG0091.an estimated accuracy of +/- 6 seconds. AG0091 AG0091.The orthometric height was determined by differential leveling AG0091.and adjusted by the National Geodetic Survey in June 1991. AG0091 AG0091.The geoid height was determined by GEOID99. AG0091 AG0091.The dynamic height is computed by dividing the NAVD 88 AG0091.geopotential number by the normal gravity value computed on the AG0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0091.degrees latitude (g = 980.6199 gals.). AG0091 AG0091.The modeled gravity was interpolated from observed gravity values. AG0091 AG0091; North East Units Estimated Accuracy AG0091;SPC FL W - 392,180. 137,170. MT (+/- 180 meters Scaled) AG0091 AG0091 SUPERSEDED SURVEY CONTROL AG0091 AG0091 NGVD 29 - 1.635 (m) 5.36 (f) ADJ UNCH 2 2 AG0091 AG0091.Superseded values are not recommended for survey control. AG0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0091.See file dsdata.txt to determine how the superseded data were derived. AG0091 AG0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387840(NAD 83) AG0091_MARKER: DD = SURVEY DISK AG0091_SETTING: 30 = HEADWALL AG0091_STAMPING: 186 AG0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0091 AG0091 HISTORY - Date Condition Report By AG0091 HISTORY - UNK MONUMENTED FLHD AG0091 HISTORY - 1975 GOOD FLDT AG0091 HISTORY - 19991129 GOOD USPSQD AG0091 HISTORY - 20010331 GOOD NGS AG0091 AG0091 STATION DESCRIPTION AG0091 AG0091'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0091'AT ST PETERSBURG. AG0091'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686) AG0091'AND 4TH STREET N. S.R. 687), RUN NORTHERLY ALONG 4TH STREET N. AG0091'FOR 0.6 MILE. STATION ON RIGHT, 62.2 FT. EAST OF THE CENTERLINE AG0091'OF 4TH STREET N., 103.0 FT. SOUTH OF LIGHT POLE, NUMBER 1-77515. AG0091'SET IN THE TOP OF A CONCRETE HEADWALL. SECTION 18, T 30S, R 17E. AG0091 AG0091 STATION RECOVERY (1999) AG0091 AG0091'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0091'RECOVERED IN GOOD CONDITION. AG0091 AG0091 STATION RECOVERY (2001) AG0091 AG0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0091'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0092 *********************************************************************** AG0092 DESIGNATION - 187 FLHD AG0092 PID - AG0092 AG0092 STATE/COUNTY- FL/PINELLAS AG0092 USGS QUAD - ST PETERSBURG (1987) AG0092 AG0092 *CURRENT SURVEY CONTROL AG0092 ___________________________________________________________________ AG0092* NAD 83(1986)- 27 52 01. (N) 082 37 29. (W) SCALED AG0092* NAVD 88 - 1.301 (meters) 4.27 (feet) ADJUSTED AG0092 ___________________________________________________________________ AG0092 GEOID HEIGHT- -24.57 (meters) GEOID99 AG0092 DYNAMIC HT - 1.299 (meters) 4.26 (feet) COMP AG0092 MODELED GRAV- 979,181.4 (mgal) NAVD 88 AG0092 AG0092 VERT ORDER - SECOND CLASS II AG0092 AG0092.The horizontal coordinates were scaled from a topographic map and have AG0092.an estimated accuracy of +/- 6 seconds. AG0092 AG0092.The orthometric height was determined by differential leveling AG0092.and adjusted by the National Geodetic Survey in June 1991. AG0092 AG0092.The geoid height was determined by GEOID99. AG0092 AG0092.The dynamic height is computed by dividing the NAVD 88 AG0092.geopotential number by the normal gravity value computed on the AG0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0092.degrees latitude (g = 980.6199 gals.). AG0092 AG0092.The modeled gravity was interpolated from observed gravity values. AG0092 AG0092; North East Units Estimated Accuracy AG0092;SPC FL W - 391,620. 138,480. MT (+/- 180 meters Scaled) AG0092 AG0092 SUPERSEDED SURVEY CONTROL AG0092 AG0092 NGVD 29 - 1.562 (m) 5.12 (f) ADJ UNCH 2 2 AG0092 AG0092.Superseded values are not recommended for survey control. AG0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0092.See file dsdata.txt to determine how the superseded data were derived. AG0092 AG0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL400835(NAD 83) AG0092_MARKER: DD = SURVEY DISK AG0092_SETTING: 30 = CULVERT AG0092_STAMPING: 187 AG0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0092 AG0092 HISTORY - Date Condition Report By AG0092 HISTORY - UNK MONUMENTED FLHD AG0092 HISTORY - 1975 GOOD FLDT AG0092 HISTORY - 1989 POOR USPSQD AG0092 HISTORY - 19991116 POOR USPSQD AG0092 HISTORY - 20010331 POOR NGS AG0092 AG0092 STATION DESCRIPTION AG0092 AG0092'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0092'AT ST PETERSBURG. AG0092'TO REACH FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. 686), AG0092'4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92 EAST), AG0092'RUN EASTERLY ON GANDY BLVD. FOR 0.95 MILE. STATION ON LEFT, AG0092'63.0 FT. N/NW OF GANDY BLVD. SET IN TOP OF A CONCRETE HEADWALL. AG0092'SECTION 17, T 30 S, R 17 E. AG0092 AG0092 STATION RECOVERY (1989) AG0092 AG0092'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJD) AG0092'MARK RECOVERED IN POOR CONDITION. AG0092 AG0092 STATION RECOVERY (1999) AG0092 AG0092'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0092'MARK RECOVERED IN POOR CONDITION. AG0092 AG0092 STATION RECOVERY (2001) AG0092 AG0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0092'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0093 *********************************************************************** AG0093 DESIGNATION - 188 FLHD AG0093 PID - AG0093 AG0093 STATE/COUNTY- FL/PINELLAS AG0093 USGS QUAD - GANDY BRIDGE (1987) AG0093 AG0093 *CURRENT SURVEY CONTROL AG0093 ___________________________________________________________________ AG0093* NAD 83(1986)- 27 52 43. (N) 082 35 11. (W) SCALED AG0093* NAVD 88 - 3.578 (meters) 11.74 (feet) ADJUSTED AG0093 ___________________________________________________________________ AG0093 GEOID HEIGHT- -24.64 (meters) GEOID99 AG0093 DYNAMIC HT - 3.572 (meters) 11.72 (feet) COMP AG0093 MODELED GRAV- 979,181.7 (mgal) NAVD 88 AG0093 AG0093 VERT ORDER - SECOND CLASS II AG0093 AG0093.The horizontal coordinates were scaled from a topographic map and have AG0093.an estimated accuracy of +/- 6 seconds. AG0093 AG0093.The orthometric height was determined by differential leveling AG0093.and adjusted by the National Geodetic Survey in June 1991. AG0093 AG0093.The geoid height was determined by GEOID99. AG0093 AG0093.The dynamic height is computed by dividing the NAVD 88 AG0093.geopotential number by the normal gravity value computed on the AG0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0093.degrees latitude (g = 980.6199 gals.). AG0093 AG0093.The modeled gravity was interpolated from observed gravity values. AG0093 AG0093; North East Units Estimated Accuracy AG0093;SPC FL W - 392,900. 142,260. MT (+/- 180 meters Scaled) AG0093 AG0093 SUPERSEDED SURVEY CONTROL AG0093 AG0093 NGVD 29 - 3.844 (m) 12.61 (f) ADJ UNCH 2 2 AG0093 AG0093.Superseded values are not recommended for survey control. AG0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0093.See file dsdata.txt to determine how the superseded data were derived. AG0093 AG0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL438847(NAD 83) AG0093_MARKER: DD = SURVEY DISK AG0093_SETTING: 36 = BRIDGE AG0093_STAMPING: 188 AG0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG0093 AG0093 HISTORY - Date Condition Report By AG0093 HISTORY - UNK MONUMENTED FLHD AG0093 HISTORY - 1975 GOOD FLDT AG0093 HISTORY - 19991116 GOOD USPSQD AG0093 HISTORY - 20010331 GOOD NGS AG0093 AG0093 STATION DESCRIPTION AG0093 AG0093'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0093'AT ST PETERSBURG. AG0093'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0093'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92 AG0093'EAST), RUN EASTERLY ON GANDY BLVD. FOR 3.55 MILE. STATION ON AG0093'LEFT, IN THE SW CORNER OF THE EAST BOUND LANE BRIDGE. SET IN AG0093'TOP OF THE CONCRETE HANDRAIL. SECTION 15, T 30 S, R 17 E. AG0093 AG0093 STATION RECOVERY (1999) AG0093 AG0093'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0093'RECOVERED IN GOOD CONDITION. AG0093 AG0093 STATION RECOVERY (2001) AG0093 AG0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0093'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6684 *********************************************************************** AG6684 DESIGNATION - 2 ST PETERSBURG AG6684 PID - AG6684 AG6684 STATE/COUNTY- FL/PINELLAS AG6684 USGS QUAD - PORT TAMPA (1983) AG6684 AG6684 *CURRENT SURVEY CONTROL AG6684 ___________________________________________________________________ AG6684* NAD 83(1986)- 27 49 13. (N) 082 36 23. (W) SCALED AG6684* NAVD 88 - 0.838 (meters) 2.75 (feet) ADJUSTED AG6684 ___________________________________________________________________ AG6684 GEOID HEIGHT- -24.53 (meters) GEOID99 AG6684 DYNAMIC HT - 0.837 (meters) 2.75 (feet) COMP AG6684 MODELED GRAV- 979,177.2 (mgal) NAVD 88 AG6684 AG6684 VERT ORDER - SECOND CLASS II AG6684 AG6684.The horizontal coordinates were scaled from a topographic map and have AG6684.an estimated accuracy of +/- 6 seconds. AG6684 AG6684.The orthometric height was determined by differential leveling AG6684.and adjusted by the National Geodetic Survey in June 1991. AG6684 AG6684.The geoid height was determined by GEOID99. AG6684 AG6684.The dynamic height is computed by dividing the NAVD 88 AG6684.geopotential number by the normal gravity value computed on the AG6684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6684.degrees latitude (g = 980.6199 gals.). AG6684 AG6684.The modeled gravity was interpolated from observed gravity values. AG6684 AG6684; North East Units Estimated Accuracy AG6684;SPC FL W - 386,440. 140,260. MT (+/- 180 meters Scaled) AG6684 AG6684 SUPERSEDED SURVEY CONTROL AG6684 AG6684 NGVD 29 - 1.100 (m) 3.61 (f) ADJ UNCH 2 2 AG6684 AG6684.Superseded values are not recommended for survey control. AG6684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6684.See file dsdata.txt to determine how the superseded data were derived. AG6684 AG6684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL417783(NAD 83) AG6684_MARKER: DB = BENCH MARK DISK AG6684_SETTING: 30 = WALL AG6684_STAMPING: NO 2 1975 AG6684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG6684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG6684+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2003 AG6684 AG6684 HISTORY - Date Condition Report By AG6684 HISTORY - UNK MONUMENTED CGS AG6684 HISTORY - 1975 GOOD FLDT AG6684 HISTORY - 19910521 GOOD USPSQD AG6684 HISTORY - 19980321 GOOD USPSQD AG6684 HISTORY - 20030221 GOOD USPSQD AG6684 AG6684 STATION DESCRIPTION AG6684 AG6684'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG6684'AT ST PETERSBURG. AG6684'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET) AG6684'AND 54TH AVE. S. (PINELLAS BAYWAY/A19A), RUN SOUTHERLY ON U.S. AG6684'19 FOR 0.7 MILE TO THE T JUNCTION OF PINELLAS POINT DR. (S.R. 687), AG6684'TURN LEFT AND RUN EASTERLY ON PINELLAS POINT DR. FOR 0.65 MILE AG6684'TO A Y JUNCTION OF S.R. 687 (TO THE NE) AND PINELLAS POINT DR. AG6684'(TO THE EAST), CONTINUE EASTERLY AND SOUTHERLY ON PINELLAS POINT AG6684'DR. FOR 0.55 MILE TO THE T JUNCTION OF 70TH AVE. S. (PINELLAS POINT AG6684'DR.), TURN LEFT AND RUN EASTERLY ON PINELLAS POINT DR. FOR 1.65 AG6684'MILE TO 4TH STREET S., TURN RIGHT AND RUN SOUTHEASTERLY FOR 0.1 AG6684'MILE TO BOAT RAMP AT BAY VISTA PARK. STATION IN THE SOUTH AG6684'CONCRETE WALL OF BOAT RAMP, 66.5 FT. EAST OF THE WEST END OF AG6684'CONCRETE WALL, 14.0 FT. NW OF THE SE END OF CONCRETE WALL. SET AG6684'IN TOP OF THE CONCRETE WALL. SECTION 18, T 32S, R 17 E. AG6684 AG6684 STATION RECOVERY (1991) AG6684 AG6684'RECOVERY NOTE BY US POWER SQUADRON 1991 (ACD) AG6684'RECOVERED IN GOOD CONDITION. AG6684 AG6684 STATION RECOVERY (1998) AG6684 AG6684'RECOVERY NOTE BY US POWER SQUADRON 1998 AG6684'RECOVERED IN GOOD CONDITION. AG6684 AG6684 STATION RECOVERY (2003) AG6684 AG6684'RECOVERY NOTE BY US POWER SQUADRON 2003 (DFR) AG6684'STATION LOCATED AT BAY VISTA PARK BOAT RAMP AT 4TH STREET AND PINELLAS AG6684'POINT DRIVE. STATION IN CONCRETE RAMP BETWEEN TWO LAUNCH RAMPS 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0144 *********************************************************************** AG0144 DESIGNATION - 270 FLHD AG0144 PID - AG0144 AG0144 STATE/COUNTY- FL/PINELLAS AG0144 USGS QUAD - SAFETY HARBOR (1956) AG0144 AG0144 *CURRENT SURVEY CONTROL AG0144 ___________________________________________________________________ AG0144* NAD 83(1986)- 27 52 55. (N) 082 42 53. (W) SCALED AG0144* NAVD 88 - 2.870 (meters) 9.42 (feet) ADJUSTED AG0144 ___________________________________________________________________ AG0144 GEOID HEIGHT- -24.46 (meters) GEOID99 AG0144 DYNAMIC HT - 2.866 (meters) 9.40 (feet) COMP AG0144 MODELED GRAV- 979,183.5 (mgal) NAVD 88 AG0144 AG0144 VERT ORDER - SECOND CLASS II AG0144 AG0144.The horizontal coordinates were scaled from a topographic map and have AG0144.an estimated accuracy of +/- 6 seconds. AG0144 AG0144.The orthometric height was determined by differential leveling AG0144.and adjusted by the National Geodetic Survey in June 1991. AG0144 AG0144.The geoid height was determined by GEOID99. AG0144 AG0144.The dynamic height is computed by dividing the NAVD 88 AG0144.geopotential number by the normal gravity value computed on the AG0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0144.degrees latitude (g = 980.6199 gals.). AG0144 AG0144.The modeled gravity was interpolated from observed gravity values. AG0144 AG0144; North East Units Estimated Accuracy AG0144;SPC FL W - 393,330. 129,630. MT (+/- 180 meters Scaled) AG0144 AG0144 SUPERSEDED SURVEY CONTROL AG0144 AG0144 NGVD 29 - 3.133 (m) 10.28 (f) ADJ UNCH 2 2 AG0144 AG0144.Superseded values are not recommended for survey control. AG0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0144.See file dsdata.txt to determine how the superseded data were derived. AG0144 AG0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL312853(NAD 83) AG0144_MARKER: DD = SURVEY DISK AG0144_SETTING: 36 = WINGWALL AG0144_STAMPING: 270 AG0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0144+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003 AG0144 AG0144 HISTORY - Date Condition Report By AG0144 HISTORY - UNK MONUMENTED FLHD AG0144 HISTORY - 1976 GOOD FLDT AG0144 HISTORY - 20030308 GOOD USPSQD AG0144 AG0144 STATION DESCRIPTION AG0144 AG0144'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0144'1 MI SE FROM LARGO. AG0144'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AG0144'ULMERTON RD. (SR 688). RUN SOUTHERLY ON U.S. HWY. 19 FOR 0.95 AG0144'MILE TO BRIDGE. STATION ON LEFT, N.E. CORNER OF THE NORTH AG0144'BOUND LANE. SET IN THE TOP OF THE CONCRETE WINGWALL. SECTION AG0144'8, T 30, R 16. AG0144 AG0144 STATION RECOVERY (2003) AG0144 AG0144'RECOVERY NOTE BY US POWER SQUADRON 2003 (JA) AG0144'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0135 *********************************************************************** AG0135 DESIGNATION - 271 FLHD AG0135 PID - AG0135 AG0135 STATE/COUNTY- FL/PINELLAS AG0135 USGS QUAD - SAFETY HARBOR (1956) AG0135 AG0135 *CURRENT SURVEY CONTROL AG0135 ___________________________________________________________________ AG0135* NAD 83(1986)- 27 52 55. (N) 082 42 53. (W) SCALED AG0135* NAVD 88 - 2.888 (meters) 9.47 (feet) ADJUSTED AG0135 ___________________________________________________________________ AG0135 GEOID HEIGHT- -24.46 (meters) GEOID99 AG0135 DYNAMIC HT - 2.883 (meters) 9.46 (feet) COMP AG0135 MODELED GRAV- 979,183.5 (mgal) NAVD 88 AG0135 AG0135 VERT ORDER - SECOND CLASS II AG0135 AG0135.The horizontal coordinates were scaled from a topographic map and have AG0135.an estimated accuracy of +/- 6 seconds. AG0135 AG0135.The orthometric height was determined by differential leveling AG0135.and adjusted by the National Geodetic Survey in June 1991. AG0135 AG0135.The geoid height was determined by GEOID99. AG0135 AG0135.The dynamic height is computed by dividing the NAVD 88 AG0135.geopotential number by the normal gravity value computed on the AG0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0135.degrees latitude (g = 980.6199 gals.). AG0135 AG0135.The modeled gravity was interpolated from observed gravity values. AG0135 AG0135; North East Units Estimated Accuracy AG0135;SPC FL W - 393,330. 129,630. MT (+/- 180 meters Scaled) AG0135 AG0135 SUPERSEDED SURVEY CONTROL AG0135 AG0135 NGVD 29 - 3.151 (m) 10.34 (f) ADJ UNCH 2 2 AG0135 AG0135.Superseded values are not recommended for survey control. AG0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0135.See file dsdata.txt to determine how the superseded data were derived. AG0135 AG0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL312853(NAD 83) AG0135_MARKER: DD = SURVEY DISK AG0135_SETTING: 36 = WINGWALL AG0135_STAMPING: 271 AG0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG0135 AG0135 HISTORY - Date Condition Report By AG0135 HISTORY - UNK MONUMENTED FLHD AG0135 HISTORY - 1976 GOOD FLDT AG0135 HISTORY - 20030301 MARK NOT FOUND USPSQD AG0135 AG0135 STATION DESCRIPTION AG0135 AG0135'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0135'1 MI SE FROM LARGO. AG0135'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AG0135'ULMERTON RD. (SR. 688). RUN SOUTHERLY ON U.S. HWY. 19 FOR 0.95 AG0135'MILE TO BRIDGE. STATION ON RIGHT, IN THE S.W. CORNER OF SOUTH AG0135'BOUND BRIDGE. SET IN THE TOP OF THE CONCRETE WINGWALL. SECTION AG0135'8, T 30, R 16. AG0135 AG0135 STATION RECOVERY (2003) AG0135 AG0135'RECOVERY NOTE BY US POWER SQUADRON 2003 (TFK) AG0135'BRIDGE WIDENED SEVERAL YEARS AGO 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0136 *********************************************************************** AG0136 DESIGNATION - 272 FLHD AG0136 PID - AG0136 AG0136 STATE/COUNTY- FL/PINELLAS AG0136 USGS QUAD - SAFETY HARBOR (1956) AG0136 AG0136 *CURRENT SURVEY CONTROL AG0136 ___________________________________________________________________ AG0136* NAD 83(1986)- 27 52 43. (N) 082 42 41. (W) SCALED AG0136* NAVD 88 - 3.268 (meters) 10.72 (feet) ADJUSTED AG0136 ___________________________________________________________________ AG0136 GEOID HEIGHT- -24.46 (meters) GEOID99 AG0136 DYNAMIC HT - 3.263 (meters) 10.71 (feet) COMP AG0136 MODELED GRAV- 979,183.3 (mgal) NAVD 88 AG0136 AG0136 VERT ORDER - SECOND CLASS II AG0136 AG0136.The horizontal coordinates were scaled from a topographic map and have AG0136.an estimated accuracy of +/- 6 seconds. AG0136 AG0136.The orthometric height was determined by differential leveling AG0136.and adjusted by the National Geodetic Survey in June 1991. AG0136 AG0136.The geoid height was determined by GEOID99. AG0136 AG0136.The dynamic height is computed by dividing the NAVD 88 AG0136.geopotential number by the normal gravity value computed on the AG0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0136.degrees latitude (g = 980.6199 gals.). AG0136 AG0136.The modeled gravity was interpolated from observed gravity values. AG0136 AG0136; North East Units Estimated Accuracy AG0136;SPC FL W - 392,960. 129,950. MT (+/- 180 meters Scaled) AG0136 AG0136 SUPERSEDED SURVEY CONTROL AG0136 AG0136 NGVD 29 - 3.531 (m) 11.58 (f) ADJ UNCH 2 2 AG0136 AG0136.Superseded values are not recommended for survey control. AG0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0136.See file dsdata.txt to determine how the superseded data were derived. AG0136 AG0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL315849(NAD 83) AG0136_MARKER: DD = SURVEY DISK AG0136_SETTING: 30 = HEADWALL AG0136_STAMPING: 272 AG0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0136+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2003 AG0136 AG0136 HISTORY - Date Condition Report By AG0136 HISTORY - UNK MONUMENTED FLHD AG0136 HISTORY - 1976 GOOD FLDT AG0136 HISTORY - 20030221 GOOD USPSQD AG0136 AG0136 STATION DESCRIPTION AG0136 AG0136'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0136'2 MI SE FROM LARGO. AG0136'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AG0136'ULMERTON RD. (SR 688). RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.25 AG0136'MILE. STATION ON LEFT, 81.5 FT. N.E. OF THE CENTERLINE OF U.S. AG0136'HWY. 19, 71.0 FT. N.N.W. OF A POWER POLE, NUMBER 1A-32238-R. AG0136'SET IN THE TOP OF THE CONCRETE HEADWALL. SECTION 16, T 30, AG0136'R 16. AG0136 AG0136 STATION RECOVERY (2003) AG0136 AG0136'RECOVERY NOTE BY US POWER SQUADRON 2003 AG0136'STATION LOCATED ON TOP OF CONCRETE HEADWALL NORTHBOUND LANES OF ROUTE AG0136'US 19, ON SOUTH SPAN OF ULMERTON ROAD BRIDGE. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0138 *********************************************************************** AG0138 DESIGNATION - 274 FLHD AG0138 PID - AG0138 AG0138 STATE/COUNTY- FL/PINELLAS AG0138 USGS QUAD - ST PETERSBURG (1987) AG0138 AG0138 *CURRENT SURVEY CONTROL AG0138 ___________________________________________________________________ AG0138* NAD 83(1986)- 27 52 19. (N) 082 42 23. (W) SCALED AG0138* NAVD 88 - 3.795 (meters) 12.45 (feet) ADJUSTED AG0138 ___________________________________________________________________ AG0138 GEOID HEIGHT- -24.45 (meters) GEOID99 AG0138 DYNAMIC HT - 3.790 (meters) 12.43 (feet) COMP AG0138 MODELED GRAV- 979,182.8 (mgal) NAVD 88 AG0138 AG0138 VERT ORDER - SECOND CLASS II AG0138 AG0138.The horizontal coordinates were scaled from a topographic map and have AG0138.an estimated accuracy of +/- 6 seconds. AG0138 AG0138.The orthometric height was determined by differential leveling AG0138.and adjusted by the National Geodetic Survey in June 1991. AG0138 AG0138.The geoid height was determined by GEOID99. AG0138 AG0138.The dynamic height is computed by dividing the NAVD 88 AG0138.geopotential number by the normal gravity value computed on the AG0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0138.degrees latitude (g = 980.6199 gals.). AG0138 AG0138.The modeled gravity was interpolated from observed gravity values. AG0138 AG0138; North East Units Estimated Accuracy AG0138;SPC FL W - 392,220. 130,440. MT (+/- 180 meters Scaled) AG0138 AG0138 SUPERSEDED SURVEY CONTROL AG0138 AG0138 NGVD 29 - 4.058 (m) 13.31 (f) ADJ UNCH 2 2 AG0138 AG0138.Superseded values are not recommended for survey control. AG0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0138.See file dsdata.txt to determine how the superseded data were derived. AG0138 AG0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL320841(NAD 83) AG0138_MARKER: DD = SURVEY DISK AG0138_SETTING: 30 = HEADWALL AG0138_STAMPING: 274 AG0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0138 AG0138 HISTORY - Date Condition Report By AG0138 HISTORY - UNK MONUMENTED FLHD AG0138 HISTORY - 1976 GOOD FLDT AG0138 HISTORY - 20030316 MARK NOT FOUND USPSQD AG0138 AG0138 STATION DESCRIPTION AG0138 AG0138'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0138'0.2 MI N FROM PINELLAS PARK. AG0138'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AG0138'ULMERTON RD. (SR 688). RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.9 AG0138'MILE. STATION ON LEFT, 60.4 FT. N.E. OF THE CENTERLINE OF U.S. AG0138'HWY. 19, 66.0 FT. SOUTH OF POWER POLE, NUMBER 1A-31965-R. SET AG0138'IN THE TOP OF THE CONCRETE HEADWALL. SECTION 16, T 30, R 16. AG0138 AG0138 STATION RECOVERY (2003) AG0138 AG0138'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF) AG0138'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0140 *********************************************************************** AG0140 DESIGNATION - 276 FLHD AG0140 PID - AG0140 AG0140 STATE/COUNTY- FL/PINELLAS AG0140 USGS QUAD - ST PETERSBURG (1987) AG0140 AG0140 *CURRENT SURVEY CONTROL AG0140 ___________________________________________________________________ AG0140* NAD 83(1986)- 27 51 43. (N) 082 41 59. (W) SCALED AG0140* NAVD 88 - 11.906 (meters) 39.06 (feet) ADJUSTED AG0140 ___________________________________________________________________ AG0140 GEOID HEIGHT- -24.44 (meters) GEOID99 AG0140 DYNAMIC HT - 11.888 (meters) 39.00 (feet) COMP AG0140 MODELED GRAV- 979,182.1 (mgal) NAVD 88 AG0140 AG0140 VERT ORDER - SECOND CLASS II AG0140 AG0140.The horizontal coordinates were scaled from a topographic map and have AG0140.an estimated accuracy of +/- 6 seconds. AG0140 AG0140.The orthometric height was determined by differential leveling AG0140.and adjusted by the National Geodetic Survey in June 1991. AG0140 AG0140.The geoid height was determined by GEOID99. AG0140 AG0140.The dynamic height is computed by dividing the NAVD 88 AG0140.geopotential number by the normal gravity value computed on the AG0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0140.degrees latitude (g = 980.6199 gals.). AG0140 AG0140.The modeled gravity was interpolated from observed gravity values. AG0140 AG0140; North East Units Estimated Accuracy AG0140;SPC FL W - 391,110. 131,090. MT (+/- 180 meters Scaled) AG0140 AG0140 SUPERSEDED SURVEY CONTROL AG0140 AG0140 NGVD 29 - 12.168 (m) 39.92 (f) ADJ UNCH 2 2 AG0140 AG0140.Superseded values are not recommended for survey control. AG0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0140.See file dsdata.txt to determine how the superseded data were derived. AG0140 AG0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL326830(NAD 83) AG0140_MARKER: DD = SURVEY DISK AG0140_SETTING: 30 = HANDRAIL AG0140_STAMPING: 276 AG0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0140+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003 AG0140 AG0140 HISTORY - Date Condition Report By AG0140 HISTORY - UNK MONUMENTED FLHD AG0140 HISTORY - 1976 GOOD FLDT AG0140 HISTORY - 20030308 GOOD USPSQD AG0140 AG0140 STATION DESCRIPTION AG0140 AG0140'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0140'AT PINELLAS PARK. AG0140'THE STATION IS AT THE INTERSECTION OF U.S. HWY. 19 AND 49TH ST. (SR AG0140'691). 22.5 FT. N.W. OF THE S.E. CORNER OF THE SOUTHBOUND AG0140'OVERPASS HANDRAIL. SET IN THE TOP OF THE CONCRETE HANDRAIL. AG0140'SECTION 21, T 30, R 16. AG0140 AG0140 STATION RECOVERY (2003) AG0140 AG0140'RECOVERY NOTE BY US POWER SQUADRON 2003 (JA) AG0140'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0142 *********************************************************************** AG0142 DESIGNATION - 278 FLHD AG0142 PID - AG0142 AG0142 STATE/COUNTY- FL/PINELLAS AG0142 USGS QUAD - ST PETERSBURG (1987) AG0142 AG0142 *CURRENT SURVEY CONTROL AG0142 ___________________________________________________________________ AG0142* NAD 83(1986)- 27 51 43. (N) 082 41 59. (W) SCALED AG0142* NAVD 88 - 11.895 (meters) 39.03 (feet) ADJUSTED AG0142 ___________________________________________________________________ AG0142 GEOID HEIGHT- -24.44 (meters) GEOID99 AG0142 DYNAMIC HT - 11.878 (meters) 38.97 (feet) COMP AG0142 MODELED GRAV- 979,182.1 (mgal) NAVD 88 AG0142 AG0142 VERT ORDER - SECOND CLASS II AG0142 AG0142.The horizontal coordinates were scaled from a topographic map and have AG0142.an estimated accuracy of +/- 6 seconds. AG0142 AG0142.The orthometric height was determined by differential leveling AG0142.and adjusted by the National Geodetic Survey in June 1991. AG0142 AG0142.The geoid height was determined by GEOID99. AG0142 AG0142.The dynamic height is computed by dividing the NAVD 88 AG0142.geopotential number by the normal gravity value computed on the AG0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0142.degrees latitude (g = 980.6199 gals.). AG0142 AG0142.The modeled gravity was interpolated from observed gravity values. AG0142 AG0142; North East Units Estimated Accuracy AG0142;SPC FL W - 391,110. 131,090. MT (+/- 180 meters Scaled) AG0142 AG0142 SUPERSEDED SURVEY CONTROL AG0142 AG0142 NGVD 29 - 12.158 (m) 39.89 (f) ADJ UNCH 2 2 AG0142 AG0142.Superseded values are not recommended for survey control. AG0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0142.See file dsdata.txt to determine how the superseded data were derived. AG0142 AG0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL326830(NAD 83) AG0142_MARKER: DD = SURVEY DISK AG0142_SETTING: 30 = HANDRAIL AG0142_STAMPING: 278 AG0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0142 AG0142 HISTORY - Date Condition Report By AG0142 HISTORY - UNK MONUMENTED FLHD AG0142 HISTORY - 1976 GOOD FLDT AG0142 HISTORY - 20030223 MARK NOT FOUND USPSQD AG0142 AG0142 STATION DESCRIPTION AG0142 AG0142'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0142'AT PINELLAS PARK. AG0142'THE STATION IS AT THE INTERSECTION OF U.S. HWY. 19 AND 49TH AG0142'ST. (SR 691). 22.8 FT. S.E. OF THE N.W. CORNER OF THE NORTH AG0142'BOUND OVERPASS HANDRAIL. SET IN THE TOP OF THE CONCRETE AG0142'HANDRAIL. SECTION 21, T 30, R 16. AG0142 AG0142 STATION RECOVERY (2003) AG0142 AG0142'RECOVERY NOTE BY US POWER SQUADRON 2003 (TFK) AG0142'BRIDGE WAS RE-BUILT AND WIDENED IN 1987 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0183 *********************************************************************** AG0183 DESIGNATION - 326 FLHD AG0183 PID - AG0183 AG0183 STATE/COUNTY- FL/PINELLAS AG0183 USGS QUAD - ST PETERSBURG (1987) AG0183 AG0183 *CURRENT SURVEY CONTROL AG0183 ___________________________________________________________________ AG0183* NAD 83(1986)- 27 50 55. (N) 082 43 41. (W) SCALED AG0183* NAVD 88 - 3.041 (meters) 9.98 (feet) ADJUSTED AG0183 ___________________________________________________________________ AG0183 GEOID HEIGHT- -24.37 (meters) GEOID99 AG0183 DYNAMIC HT - 3.037 (meters) 9.96 (feet) COMP AG0183 MODELED GRAV- 979,181.6 (mgal) NAVD 88 AG0183 AG0183 VERT ORDER - SECOND CLASS II AG0183 AG0183.The horizontal coordinates were scaled from a topographic map and have AG0183.an estimated accuracy of +/- 6 seconds. AG0183 AG0183.The orthometric height was determined by differential leveling AG0183.and adjusted by the National Geodetic Survey in June 1991. AG0183 AG0183.The geoid height was determined by GEOID99. AG0183 AG0183.The dynamic height is computed by dividing the NAVD 88 AG0183.geopotential number by the normal gravity value computed on the AG0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0183.degrees latitude (g = 980.6199 gals.). AG0183 AG0183.The modeled gravity was interpolated from observed gravity values. AG0183 AG0183; North East Units Estimated Accuracy AG0183;SPC FL W - 389,650. 128,290. MT (+/- 180 meters Scaled) AG0183 AG0183 SUPERSEDED SURVEY CONTROL AG0183 AG0183 NGVD 29 - 3.305 (m) 10.84 (f) ADJ UNCH 2 2 AG0183 AG0183.Superseded values are not recommended for survey control. AG0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0183.See file dsdata.txt to determine how the superseded data were derived. AG0183 AG0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298816(NAD 83) AG0183_MARKER: DD = SURVEY DISK AG0183_SETTING: 30 = CULVERT AG0183_STAMPING: 326 AG0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0183 AG0183 HISTORY - Date Condition Report By AG0183 HISTORY - UNK MONUMENTED FLHD AG0183 HISTORY - 1976 GOOD NGS AG0183 HISTORY - 1989 MARK NOT FOUND USPSQD AG0183 HISTORY - 19991129 MARK NOT FOUND USPSQD AG0183 HISTORY - 20010331 MARK NOT FOUND NGS AG0183 AG0183 STATION DESCRIPTION AG0183 AG0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0183'IN PINELLAS PARK. AG0183'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A AG0183'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.). RUN NORTHERLY ON U.S. ALT. AG0183'HWY. 19A FOR 0.60 MILE TO 84TH AVE. STATION ON RIGHT, IN THE N.E. AG0183'CORNER, 50.0 FT. EAST OF THE CENTERLINE OF 66TH ST., 40.0 FT. NORTH OF AG0183'THE CENTERLINE OF 84TH AVE. SET IN THE TOP OF A CONCRETE HEAD WALL. AG0183'SECTION 29, T 30, R 16. AG0183 AG0183 STATION RECOVERY (1989) AG0183 AG0183'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW) AG0183'MARK NOT FOUND. AG0183 AG0183 STATION RECOVERY (1999) AG0183 AG0183'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0183'MARK NOT FOUND. AG0183 AG0183 STATION RECOVERY (2001) AG0183 AG0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0183'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0184 *********************************************************************** AG0184 DESIGNATION - 327 FLHD AG0184 PID - AG0184 AG0184 STATE/COUNTY- FL/PINELLAS AG0184 USGS QUAD - ST PETERSBURG (1987) AG0184 AG0184 *CURRENT SURVEY CONTROL AG0184 ___________________________________________________________________ AG0184* NAD 83(1986)- 27 51 13. (N) 082 43 41. (W) SCALED AG0184* NAVD 88 - 4.445 (meters) 14.58 (feet) ADJUSTED AG0184 ___________________________________________________________________ AG0184 GEOID HEIGHT- -24.38 (meters) GEOID99 AG0184 DYNAMIC HT - 4.438 (meters) 14.56 (feet) COMP AG0184 MODELED GRAV- 979,182.0 (mgal) NAVD 88 AG0184 AG0184 VERT ORDER - SECOND CLASS II AG0184 AG0184.The horizontal coordinates were scaled from a topographic map and have AG0184.an estimated accuracy of +/- 6 seconds. AG0184 AG0184.The orthometric height was determined by differential leveling AG0184.and adjusted by the National Geodetic Survey in June 1991. AG0184 AG0184.The geoid height was determined by GEOID99. AG0184 AG0184.The dynamic height is computed by dividing the NAVD 88 AG0184.geopotential number by the normal gravity value computed on the AG0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0184.degrees latitude (g = 980.6199 gals.). AG0184 AG0184.The modeled gravity was interpolated from observed gravity values. AG0184 AG0184; North East Units Estimated Accuracy AG0184;SPC FL W - 390,200. 128,290. MT (+/- 180 meters Scaled) AG0184 AG0184 SUPERSEDED SURVEY CONTROL AG0184 AG0184 NGVD 29 - 4.709 (m) 15.45 (f) ADJ UNCH 2 2 AG0184 AG0184.Superseded values are not recommended for survey control. AG0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0184.See file dsdata.txt to determine how the superseded data were derived. AG0184 AG0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298821(NAD 83) AG0184_MARKER: DD = SURVEY DISK AG0184_SETTING: 30 = CULVERT AG0184_STAMPING: 327 AG0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0184 AG0184 HISTORY - Date Condition Report By AG0184 HISTORY - UNK MONUMENTED FLHD AG0184 HISTORY - 1976 GOOD NGS AG0184 HISTORY - 19991129 GOOD USPSQD AG0184 HISTORY - 20010331 GOOD NGS AG0184 AG0184 STATION DESCRIPTION AG0184 AG0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0184'IN PINELLAS PARK. AG0184'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A AG0184'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.). RUN NORTHERLY ON U.S. ALT. AG0184'HWY. 19A FOR 0.95 MILE. STATION ON THE RIGHT, 56.6 FT. EAST OF THE AG0184'CENTERLINE OF 66TH ST., 206.0 FT. SOUTH OF THE CENTERLINE OF 90TH AVE. AG0184'SET IN THE TOP OF A CONCRETE HEAD WALL. SECTION 20, T 30, R 16. AG0184 AG0184 STATION RECOVERY (1999) AG0184 AG0184'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0184'RECOVERED IN GOOD CONDITION. AG0184 AG0184 STATION RECOVERY (2001) AG0184 AG0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0184'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0185 *********************************************************************** AG0185 DESIGNATION - 328 FLHD AG0185 PID - AG0185 AG0185 STATE/COUNTY- FL/PINELLAS AG0185 USGS QUAD - ST PETERSBURG (1987) AG0185 AG0185 *CURRENT SURVEY CONTROL AG0185 ___________________________________________________________________ AG0185* NAD 83(1986)- 27 52 19. (N) 082 43 41. (W) SCALED AG0185* NAVD 88 - 2.369 (meters) 7.77 (feet) ADJUSTED AG0185 ___________________________________________________________________ AG0185 GEOID HEIGHT- -24.42 (meters) GEOID99 AG0185 DYNAMIC HT - 2.366 (meters) 7.76 (feet) COMP AG0185 MODELED GRAV- 979,183.1 (mgal) NAVD 88 AG0185 AG0185 VERT ORDER - SECOND CLASS II AG0185 AG0185.The horizontal coordinates were scaled from a topographic map and have AG0185.an estimated accuracy of +/- 6 seconds. AG0185 AG0185.The orthometric height was determined by differential leveling AG0185.and adjusted by the National Geodetic Survey in June 1991. AG0185 AG0185.The geoid height was determined by GEOID99. AG0185 AG0185.The dynamic height is computed by dividing the NAVD 88 AG0185.geopotential number by the normal gravity value computed on the AG0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0185.degrees latitude (g = 980.6199 gals.). AG0185 AG0185.The modeled gravity was interpolated from observed gravity values. AG0185 AG0185; North East Units Estimated Accuracy AG0185;SPC FL W - 392,230. 128,310. MT (+/- 180 meters Scaled) AG0185 AG0185 SUPERSEDED SURVEY CONTROL AG0185 AG0185 NGVD 29 - 2.633 (m) 8.64 (f) ADJ UNCH 2 2 AG0185 AG0185.Superseded values are not recommended for survey control. AG0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0185.See file dsdata.txt to determine how the superseded data were derived. AG0185 AG0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298842(NAD 83) AG0185_MARKER: DD = SURVEY DISK AG0185_SETTING: 30 = CULVERT AG0185_STAMPING: 328 AG0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0185 AG0185 HISTORY - Date Condition Report By AG0185 HISTORY - UNK MONUMENTED FLHD AG0185 HISTORY - 1976 GOOD NGS AG0185 HISTORY - 19991129 MARK NOT FOUND USPSQD AG0185 HISTORY - 20010331 MARK NOT FOUND NGS AG0185 AG0185 STATION DESCRIPTION AG0185 AG0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0185'0.5 MI N FROM PINELLAS PARK. AG0185'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A AG0185'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.). RUN NORTHERLY ON U.S. ALT. AG0185'HWY. 19A FOR 2.25 MILES TO BRYAN DAIRY RD. STATION ON RIGHT ON THE AG0185'EAST SIDE OF INTERSECTION, 55.6 FT. EAST OF THE CENTERLINE OF 66TH AG0185'ST., 29.7 FT. SOUTH OF THE EXTENDED CENTERLINE OF BRYAN DAIRY ROAD. AG0185'SET IN THE TOP OF A CONCRETE HEAD WALL. SECTION 17, T 30, R 16. AG0185 AG0185 STATION RECOVERY (1999) AG0185 AG0185'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0185'MARK NOT FOUND. AG0185 AG0185 STATION RECOVERY (2001) AG0185 AG0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0185'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0194 *********************************************************************** AG0194 DESIGNATION - 337 FLHD AG0194 PID - AG0194 AG0194 STATE/COUNTY- FL/PINELLAS AG0194 USGS QUAD - ST PETERSBURG (1987) AG0194 AG0194 *CURRENT SURVEY CONTROL AG0194 ___________________________________________________________________ AG0194* NAD 83(1986)- 27 50 47. (N) 082 41 59. (W) SCALED AG0194* NAVD 88 - 3.605 (meters) 11.83 (feet) ADJUSTED AG0194 ___________________________________________________________________ AG0194 GEOID HEIGHT- -24.41 (meters) GEOID99 AG0194 DYNAMIC HT - 3.600 (meters) 11.81 (feet) COMP AG0194 MODELED GRAV- 979,181.1 (mgal) NAVD 88 AG0194 AG0194 VERT ORDER - SECOND CLASS II AG0194 AG0194.The horizontal coordinates were scaled from a topographic map and have AG0194.an estimated accuracy of +/- 6 seconds. AG0194 AG0194.The orthometric height was determined by differential leveling AG0194.and adjusted by the National Geodetic Survey in June 1991. AG0194 AG0194.The geoid height was determined by GEOID99. AG0194 AG0194.The dynamic height is computed by dividing the NAVD 88 AG0194.geopotential number by the normal gravity value computed on the AG0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0194.degrees latitude (g = 980.6199 gals.). AG0194 AG0194.The modeled gravity was interpolated from observed gravity values. AG0194 AG0194; North East Units Estimated Accuracy AG0194;SPC FL W - 389,380. 131,080. MT (+/- 180 meters Scaled) AG0194 AG0194 SUPERSEDED SURVEY CONTROL AG0194 AG0194 NGVD 29 - 3.868 (m) 12.69 (f) ADJ UNCH 2 2 AG0194 AG0194.Superseded values are not recommended for survey control. AG0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0194.See file dsdata.txt to determine how the superseded data were derived. AG0194 AG0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL326813(NAD 83) AG0194_MARKER: DD = SURVEY DISK AG0194_SETTING: 30 = CULVERT AG0194_STAMPING: 337 AG0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0194 AG0194 HISTORY - Date Condition Report By AG0194 HISTORY - UNK MONUMENTED FLHD AG0194 HISTORY - 1976 GOOD NGS AG0194 HISTORY - 20030308 MARK NOT FOUND USPSQD AG0194 AG0194 STATION DESCRIPTION AG0194 AG0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0194'IN PINELLAS PARK. AG0194'TO REACH THE STATION FROM THE INTERSECTION OF SR-694 (PARK BLVD., 74TH AG0194'AVE.) AND SR S-691 (49TH ST.). RUN NORTHERLY ON 49 ST. FOR 0.40 MILE. AG0194'STATION ON RIGHT, 54.5 FT. EAST OF THE CENTERLINE OF 49TH ST. N., AG0194'133.4 FT. SOUTH OF THE CENTERLINE OF 80 TERRACE N. SET IN THE TOP OF AG0194'THE CONCRETE HEADWALL. SECTION 28, T 30, R 16. AG0194 AG0194 STATION RECOVERY (2003) AG0194 AG0194'RECOVERY NOTE BY US POWER SQUADRON 2003 (JA) AG0194'NOT FOUND. THE DESCRIPTION MENTIONS A CONCRETE HEADWALL WHICH WE WERE AG0194'UNABLE TO FIND 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0203 *********************************************************************** AG0203 DESIGNATION - 346 FLHD AG0203 PID - AG0203 AG0203 STATE/COUNTY- FL/PINELLAS AG0203 USGS QUAD - ANNA MARIA (1981) AG0203 AG0203 *CURRENT SURVEY CONTROL AG0203 ___________________________________________________________________ AG0203* NAD 83(1986)- 27 37 25. (N) 082 44 05. (W) SCALED AG0203* NAVD 88 - 0.346 (meters) 1.14 (feet) ADJUSTED AG0203 ___________________________________________________________________ AG0203 GEOID HEIGHT- -24.17 (meters) GEOID99 AG0203 DYNAMIC HT - 0.346 (meters) 1.14 (feet) COMP AG0203 MODELED GRAV- 979,160.2 (mgal) NAVD 88 AG0203 AG0203 VERT ORDER - SECOND CLASS II AG0203 AG0203.The horizontal coordinates were scaled from a topographic map and have AG0203.an estimated accuracy of +/- 6 seconds. AG0203 AG0203.The orthometric height was determined by differential leveling AG0203.and adjusted by the National Geodetic Survey in June 1991. AG0203 AG0203.The geoid height was determined by GEOID99. AG0203 AG0203.The dynamic height is computed by dividing the NAVD 88 AG0203.geopotential number by the normal gravity value computed on the AG0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0203.degrees latitude (g = 980.6199 gals.). AG0203 AG0203.The modeled gravity was interpolated from observed gravity values. AG0203 AG0203; North East Units Estimated Accuracy AG0203;SPC FL W - 364,720. 127,490. MT (+/- 180 meters Scaled) AG0203 AG0203 SUPERSEDED SURVEY CONTROL AG0203 AG0203 NGVD 29 - 0.636 (m) 2.09 (f) ADJ UNCH 2 2 AG0203 AG0203.Superseded values are not recommended for survey control. AG0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0203.See file dsdata.txt to determine how the superseded data were derived. AG0203 AG0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL288567(NAD 83) AG0203_MARKER: DD = SURVEY DISK AG0203_SETTING: 30 = CULVERT AG0203_STAMPING: 346 AG0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0203 AG0203 HISTORY - Date Condition Report By AG0203 HISTORY - UNK MONUMENTED FLHD AG0203 HISTORY - 1976 GOOD NGS AG0203 HISTORY - 19910426 POOR USPSQD AG0203 HISTORY - 19991129 GOOD USPSQD AG0203 HISTORY - 20000130 GOOD USPSQD AG0203 HISTORY - 20010331 GOOD NGS AG0203 AG0203 STATION DESCRIPTION AG0203 AG0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0203'IN ST PETERSBURG. AG0203'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S. AG0203'ALT. HWY. 19A (PINELLAS BAYWAY, S.R. 682). RUN WESTERLY ON PINELLAS AG0203'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF S.R. 693 (PAVED SIDE ROAD AG0203'LEADING SOUTH TO FORT DESOTO PARK). TURN LEFT ON S.R. 693 AND RUN AG0203'SOUTHERELY FOR 6.85 MILES TO THE INTERSECTION OF S.R. 699. TURN RIGHT AG0203'ON S.R. 699 AND RUN WESTERLY AND NORTHERLY FOR 1.95 MILE. STATION ON AG0203'LEFT, 46.5 FT. WEST OF THE CENTERLINE OF S.R. 699, 149.6 FT. N.W. OF A AG0203'POWER POLE (NO NUMBER). SET IN THE TOP OF A CONCRETE HEADWALL. AG0203 AG0203 STATION RECOVERY (1991) AG0203 AG0203'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG0203'MARK RECOVERED IN POOR CONDITION. AG0203 AG0203 STATION RECOVERY (1999) AG0203 AG0203'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0203'RECOVERED IN GOOD CONDITION. AG0203 AG0203 STATION RECOVERY (2000) AG0203 AG0203'RECOVERY NOTE BY US POWER SQUADRON 2000 AG0203'RECOVERED IN GOOD CONDITION. AG0203 AG0203 STATION RECOVERY (2001) AG0203 AG0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0203'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0204 *********************************************************************** AG0204 DESIGNATION - 347 FLHD AG0204 PID - AG0204 AG0204 STATE/COUNTY- FL/PINELLAS AG0204 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0204 AG0204 *CURRENT SURVEY CONTROL AG0204 ___________________________________________________________________ AG0204* NAD 83(1986)- 27 37 43. (N) 082 44 05. (W) SCALED AG0204* NAVD 88 - 0.455 (meters) 1.49 (feet) ADJUSTED AG0204 ___________________________________________________________________ AG0204 GEOID HEIGHT- -24.17 (meters) GEOID99 AG0204 DYNAMIC HT - 0.454 (meters) 1.49 (feet) COMP AG0204 MODELED GRAV- 979,160.8 (mgal) NAVD 88 AG0204 AG0204 VERT ORDER - SECOND CLASS II AG0204 AG0204.The horizontal coordinates were scaled from a topographic map and have AG0204.an estimated accuracy of +/- 6 seconds. AG0204 AG0204.The orthometric height was determined by differential leveling AG0204.and adjusted by the National Geodetic Survey in June 1991. AG0204 AG0204.The geoid height was determined by GEOID99. AG0204 AG0204.The dynamic height is computed by dividing the NAVD 88 AG0204.geopotential number by the normal gravity value computed on the AG0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0204.degrees latitude (g = 980.6199 gals.). AG0204 AG0204.The modeled gravity was interpolated from observed gravity values. AG0204 AG0204; North East Units Estimated Accuracy AG0204;SPC FL W - 365,270. 127,490. MT (+/- 180 meters Scaled) AG0204 AG0204 SUPERSEDED SURVEY CONTROL AG0204 AG0204 NGVD 29 - 0.745 (m) 2.44 (f) ADJ UNCH 2 2 AG0204 AG0204.Superseded values are not recommended for survey control. AG0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0204.See file dsdata.txt to determine how the superseded data were derived. AG0204 AG0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL288572(NAD 83) AG0204_MARKER: DD = SURVEY DISK AG0204_SETTING: 30 = CULVERT AG0204_STAMPING: 347 AG0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0204 AG0204 HISTORY - Date Condition Report By AG0204 HISTORY - UNK MONUMENTED FLHD AG0204 HISTORY - 1976 GOOD NGS AG0204 HISTORY - 19910426 POOR USPSQD AG0204 HISTORY - 19991129 GOOD USPSQD AG0204 HISTORY - 20000130 GOOD USPSQD AG0204 HISTORY - 20010331 GOOD NGS AG0204 AG0204 STATION DESCRIPTION AG0204 AG0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0204'IN ST PETERSBURG. AG0204'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY 19 AND U.S. AG0204'ALT. HWY. 19A (PINELLAS BAYWAY, S.R. 682). RUN WESTERLY ON PINELLAS AG0204'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF S.R. 693 (PAVED SIDE ROAD AG0204'LEADING SOUTH TO FORT DESOTO PARK) TURN LEFT AND RUN SOUTHERLY FOR AG0204'6.85 MILES TO THE INTERSECTION OF S.R. 699. TURN RIGHT ON S.R. 699 AG0204'AND RUN WESTERLY AND NORTHERLY FOR 2.35 MILES. STATION ON LEFT 42.7 AG0204'FT. WEST OF THE CENTERLINE OF S.R. 699, 139.7 FT. S.W. OF A POWER POLE AG0204'(NO NUMBER). SET IN THE TOP OF A CONCRETE HEADWALL. AG0204 AG0204 STATION RECOVERY (1991) AG0204 AG0204'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG0204'MARK RECOVERED IN POOR CONDITION. AG0204 AG0204 STATION RECOVERY (1999) AG0204 AG0204'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0204'RECOVERED IN GOOD CONDITION. AG0204 AG0204 STATION RECOVERY (2000) AG0204 AG0204'RECOVERY NOTE BY US POWER SQUADRON 2000 AG0204'RECOVERED IN GOOD CONDITION. AG0204 AG0204 STATION RECOVERY (2001) AG0204 AG0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0204'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0238 *********************************************************************** AG0238 DESIGNATION - 387 FLHD AG0238 PID - AG0238 AG0238 STATE/COUNTY- FL/PINELLAS AG0238 USGS QUAD - ST PETERSBURG (1987) AG0238 AG0238 *CURRENT SURVEY CONTROL AG0238 ___________________________________________________________________ AG0238* NAD 83(1986)- 27 51 25. (N) 082 38 47. (W) SCALED AG0238* NAVD 88 - 1.313 (meters) 4.31 (feet) ADJUSTED AG0238 ___________________________________________________________________ AG0238 GEOID HEIGHT- -24.52 (meters) GEOID99 AG0238 DYNAMIC HT - 1.311 (meters) 4.30 (feet) COMP AG0238 MODELED GRAV- 979,181.0 (mgal) NAVD 88 AG0238 AG0238 VERT ORDER - SECOND CLASS II AG0238 AG0238.The horizontal coordinates were scaled from a topographic map and have AG0238.an estimated accuracy of +/- 6 seconds. AG0238 AG0238.The orthometric height was determined by differential leveling AG0238.and adjusted by the National Geodetic Survey in June 1991. AG0238 AG0238.The geoid height was determined by GEOID99. AG0238 AG0238.The dynamic height is computed by dividing the NAVD 88 AG0238.geopotential number by the normal gravity value computed on the AG0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0238.degrees latitude (g = 980.6199 gals.). AG0238 AG0238.The modeled gravity was interpolated from observed gravity values. AG0238 AG0238; North East Units Estimated Accuracy AG0238;SPC FL W - 390,530. 136,340. MT (+/- 180 meters Scaled) AG0238 AG0238 SUPERSEDED SURVEY CONTROL AG0238 AG0238 NGVD 29 - 1.574 (m) 5.16 (f) ADJ UNCH 2 2 AG0238 AG0238.Superseded values are not recommended for survey control. AG0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0238.See file dsdata.txt to determine how the superseded data were derived. AG0238 AG0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL378824(NAD 83) AG0238_MARKER: DD = SURVEY DISK AG0238_SETTING: 30 = HEADWALL AG0238_STAMPING: 387 AG0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0238 AG0238 HISTORY - Date Condition Report By AG0238 HISTORY - UNK MONUMENTED FLHD AG0238 HISTORY - 1976 GOOD NGS AG0238 HISTORY - 20030316 GOOD USPSQD AG0238 HISTORY - 20030316 MARK NOT FOUND USPSQD AG0238 AG0238 STATION DESCRIPTION AG0238 AG0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0238'IN ST PETERSBURG. AG0238'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0238'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH STREET FOR 0.25 AG0238'MILES TO THE INTERSECTION OF S.R. 694. RUN WESTERLY ON S.R. 694 FOR AG0238'0.40 MILES. STATION ON LEFT, 46.5 FT. SOUTH OF THE CENTERLINE OF S.R. AG0238'694, 87.4 FT. W.N.W. OF A POWER POLE (NUMBER 101661). SET IN THE TOP AG0238'OF A CONCRETE HEADWALL. SECTION 19, T 30, R 17. AG0238 AG0238 STATION RECOVERY (2003) AG0238 AG0238'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF) AG0238'RECOVERED IN GOOD CONDITION. AG0238 AG0238 STATION RECOVERY (2003) AG0238 AG0238'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF) AG0238'ST PETERSBURG CITY ENGINEERING DEPT LISTS MARK AS DESTROYED. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0239 *********************************************************************** AG0239 DESIGNATION - 388 FLHD AG0239 PID - AG0239 AG0239 STATE/COUNTY- FL/PINELLAS AG0239 USGS QUAD - ST PETERSBURG (1987) AG0239 AG0239 *CURRENT SURVEY CONTROL AG0239 ___________________________________________________________________ AG0239* NAD 83(1986)- 27 51 35. (N) 082 38 47. (W) SCALED AG0239* NAVD 88 - 1.504 (meters) 4.93 (feet) ADJUSTED AG0239 ___________________________________________________________________ AG0239 GEOID HEIGHT- -24.52 (meters) GEOID99 AG0239 DYNAMIC HT - 1.502 (meters) 4.93 (feet) COMP AG0239 MODELED GRAV- 979,181.2 (mgal) NAVD 88 AG0239 AG0239 VERT ORDER - SECOND CLASS II AG0239 AG0239.The horizontal coordinates were scaled from a topographic map and have AG0239.an estimated accuracy of +/- 6 seconds. AG0239 AG0239.The orthometric height was determined by differential leveling AG0239.and adjusted by the National Geodetic Survey in June 1991. AG0239 AG0239.The geoid height was determined by GEOID99. AG0239 AG0239.The dynamic height is computed by dividing the NAVD 88 AG0239.geopotential number by the normal gravity value computed on the AG0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0239.degrees latitude (g = 980.6199 gals.). AG0239 AG0239.The modeled gravity was interpolated from observed gravity values. AG0239 AG0239; North East Units Estimated Accuracy AG0239;SPC FL W - 390,830. 136,340. MT (+/- 180 meters Scaled) AG0239 AG0239 SUPERSEDED SURVEY CONTROL AG0239 AG0239 NGVD 29 - 1.766 (m) 5.79 (f) ADJ UNCH 2 2 AG0239 AG0239.Superseded values are not recommended for survey control. AG0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0239.See file dsdata.txt to determine how the superseded data were derived. AG0239 AG0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL379827(NAD 83) AG0239_MARKER: DD = SURVEY DISK AG0239_SETTING: 30 = HEADWALL AG0239_STAMPING: 388 AG0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0239 AG0239 HISTORY - Date Condition Report By AG0239 HISTORY - UNK MONUMENTED FLHD AG0239 HISTORY - 1976 GOOD NGS AG0239 HISTORY - 20030223 MARK NOT FOUND USPSQD AG0239 AG0239 STATION DESCRIPTION AG0239 AG0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0239'IN ST PETERSBURG. AG0239'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0239'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH STREET FOR 0.25 AG0239'MILES TO THE INTERSECTION OF S.R. 694. TURN RIGHT AND RUN WESTERLY ON AG0239'S.R. 694 FOR 0.55 MILES TO THE INTERSECTION OF 9TH STREET (S.R. S-686) AG0239'TURN RIGHT ON 9TH STREET AND RUN NORTHERLY FOR 0.05 MILE. STATION ON AG0239'RIGHT, 54.0 FT. EAST OF THE CENTERLINE OF 9TH STREET, 119.5 FT. E.S.E. AG0239'OF A LIGHT POLE (NUMBER 70), 51.6 FT. SOUTH OF A LIGHT POLE (NUMBER AG0239'4). SET IN THE TOP OF A CONCRETE HEADWALL. SECTION 19, T 30, R 17. AG0239 AG0239 STATION RECOVERY (2003) AG0239 AG0239'RECOVERY NOTE BY US POWER SQUADRON 2003 (TFK) AG0239'CHECKED LATITUDE AND LONGITUDE AND FOUND IT TO BE TOTALLY AG0239'MISLEADING/THE AREA HAS BEEN TOTALLY REDESIGNED AND REFERENCE POINTS AG0239'IN THE DESCRIPTION NO LONGER DESCRIBE LOCATION OF MARKER 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0240 *********************************************************************** AG0240 DESIGNATION - 389 FLHD AG0240 PID - AG0240 AG0240 STATE/COUNTY- FL/PINELLAS AG0240 USGS QUAD - ST PETERSBURG (1987) AG0240 AG0240 *CURRENT SURVEY CONTROL AG0240 ___________________________________________________________________ AG0240* NAD 83(1986)- 27 51 55. (N) 082 38 47. (W) SCALED AG0240* NAVD 88 - 1.414 (meters) 4.64 (feet) ADJUSTED AG0240 ___________________________________________________________________ AG0240 GEOID HEIGHT- -24.53 (meters) GEOID99 AG0240 DYNAMIC HT - 1.412 (meters) 4.63 (feet) COMP AG0240 MODELED GRAV- 979,181.6 (mgal) NAVD 88 AG0240 AG0240 VERT ORDER - SECOND CLASS II AG0240 AG0240.The horizontal coordinates were scaled from a topographic map and have AG0240.an estimated accuracy of +/- 6 seconds. AG0240 AG0240.The orthometric height was determined by differential leveling AG0240.and adjusted by the National Geodetic Survey in June 1991. AG0240 AG0240.The geoid height was determined by GEOID99. AG0240 AG0240.The dynamic height is computed by dividing the NAVD 88 AG0240.geopotential number by the normal gravity value computed on the AG0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0240.degrees latitude (g = 980.6199 gals.). AG0240 AG0240.The modeled gravity was interpolated from observed gravity values. AG0240 AG0240; North East Units Estimated Accuracy AG0240;SPC FL W - 391,450. 136,340. MT (+/- 180 meters Scaled) AG0240 AG0240 SUPERSEDED SURVEY CONTROL AG0240 AG0240 NGVD 29 - 1.675 (m) 5.50 (f) ADJ UNCH 2 2 AG0240 AG0240.Superseded values are not recommended for survey control. AG0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0240.See file dsdata.txt to determine how the superseded data were derived. AG0240 AG0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL379833(NAD 83) AG0240_MARKER: DD = SURVEY DISK AG0240_SETTING: 30 = HEADWALL AG0240_STAMPING: 389 AG0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0240+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2003 AG0240 AG0240 HISTORY - Date Condition Report By AG0240 HISTORY - UNK MONUMENTED FLHD AG0240 HISTORY - 1976 GOOD NGS AG0240 HISTORY - 20030226 GOOD USPSQD AG0240 AG0240 STATION DESCRIPTION AG0240 AG0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0240'IN ST PERTERSBURG. AG0240'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0240'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH STREET FOR 0.25 AG0240'MILES TO THE INTERSECTION OF S.R. 694. RUN WESTERLY ON S.R. 694 FOR AG0240'0.55 MILES, TO THE INTERSECTION OF S.R. S-686 (9TH STREET). TURN AG0240'RIGHT ON 9TH STREET AND RUN NORTHERLY FOR 0.50 MILES. STATION ON AG0240'RIGHT, 60.5 FT. EAST OF THE CENTERLINE OF 9TH STREET, LOCATED ON THE AG0240'EXTENDED CENTERLINE OF 102ND AVE. N., 46.2 FT. W.N.W. OF A WOODEN AG0240'POWER POLE (NUMBER 1-78977). SET IN THE TOP OF A CONCRETE HEADWALL. AG0240'SECTION 19, T 30, R 17. AG0240 AG0240 STATION RECOVERY (2003) AG0240 AG0240'RECOVERY NOTE BY US POWER SQUADRON 2003 (SIT) AG0240'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0240'AND S.R. 686 (ROOSEVELT BLVD.) RUN SOUTHERLY ON 4TH STREET FOR 0.25 AG0240'MISLEX TO THE INTERSECTION OF S.R. 694. RUN WESTERLY ON S.R. 694 FOR AG0240'0.55 MILES, TO THE INTERSECTION OF S.R. S-686 (MARTIN LUTHER KING AG0240'STREET). TURN RIGHT ON ML KING STREET AND RUN NORTHERLY FOR 0.1 AG0240'MILES. AG0240'STATION ON RIGHT, 60.5 FT. EAST OF THE CENTERLINE OF ML KING STREET, AG0240'LOCATED ON THE EXTENDED CENTERLINE OF 102ND AVE. N., 46.8 FT. NW (313 AG0240'DEGREES) OF WOODEN POWER POLE (10187), 54.7 FT. SSW (208 DEGREES) FROM AG0240'FIRE HYDRANT (YELLOW AND GREEN). AG0240'SET IN THE TOP OF A CONCRETE HEADWALL. AG0240' 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0251 *********************************************************************** AG0251 DESIGNATION - 390 FLHD AG0251 PID - AG0251 AG0251 STATE/COUNTY- FL/PINELLAS AG0251 USGS QUAD - ST PETERSBURG (1987) AG0251 AG0251 *CURRENT SURVEY CONTROL AG0251 ___________________________________________________________________ AG0251* NAD 83(1986)- 27 50 49. (N) 082 38 17. (W) SCALED AG0251* NAVD 88 - 1.741 (meters) 5.71 (feet) ADJUSTED AG0251 ___________________________________________________________________ AG0251 GEOID HEIGHT- -24.52 (meters) GEOID99 AG0251 DYNAMIC HT - 1.738 (meters) 5.70 (feet) COMP AG0251 MODELED GRAV- 979,180.1 (mgal) NAVD 88 AG0251 AG0251 VERT ORDER - SECOND CLASS II AG0251 AG0251.The horizontal coordinates were scaled from a topographic map and have AG0251.an estimated accuracy of +/- 6 seconds. AG0251 AG0251.The orthometric height was determined by differential leveling AG0251.and adjusted by the National Geodetic Survey in June 1991. AG0251 AG0251.The geoid height was determined by GEOID99. AG0251 AG0251.The dynamic height is computed by dividing the NAVD 88 AG0251.geopotential number by the normal gravity value computed on the AG0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0251.degrees latitude (g = 980.6199 gals.). AG0251 AG0251.The modeled gravity was interpolated from observed gravity values. AG0251 AG0251; North East Units Estimated Accuracy AG0251;SPC FL W - 389,410. 137,150. MT (+/- 180 meters Scaled) AG0251 AG0251 SUPERSEDED SURVEY CONTROL AG0251 AG0251 NGVD 29 - 2.002 (m) 6.57 (f) ADJ UNCH 2 2 AG0251 AG0251.Superseded values are not recommended for survey control. AG0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0251.See file dsdata.txt to determine how the superseded data were derived. AG0251 AG0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387813(NAD 83) AG0251_MARKER: DD = SURVEY DISK AG0251_SETTING: 30 = INLET AG0251_STAMPING: 390 AG0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0251 AG0251 HISTORY - Date Condition Report By AG0251 HISTORY - UNK MONUMENTED FLHD AG0251 HISTORY - 1976 GOOD NGS AG0251 HISTORY - 19990209 MARK NOT FOUND USPSQD AG0251 HISTORY - 20010331 MARK NOT FOUND NGS AG0251 AG0251 STATION DESCRIPTION AG0251 AG0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0251'IN ST PETERSBURG. AG0251'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0251'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH ST. FOR 1.20 AG0251'MILES. STATION ON LEFT, 47.2 FT. EAST OF THE CENTERLINE OF 4TH ST. AG0251'N., 293.8 FT. SOUTH OF THE CENTERLINE OF 83RD AVE. N. SET IN TOP OF AG0251'CONCRETE INLET. SECTION 30, T 30, R 17. AG0251 AG0251 STATION RECOVERY (1999) AG0251 AG0251'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0251'MARK NOT FOUND. AG0251 AG0251 STATION RECOVERY (2001) AG0251 AG0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0251'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0243 *********************************************************************** AG0243 DESIGNATION - 392 FLHD AG0243 PID - AG0243 AG0243 STATE/COUNTY- FL/PINELLAS AG0243 USGS QUAD - ST PETERSBURG (1987) AG0243 AG0243 *CURRENT SURVEY CONTROL AG0243 ___________________________________________________________________ AG0243* NAD 83(1986)- 27 50 31. (N) 082 38 17. (W) SCALED AG0243* NAVD 88 - 1.790 (meters) 5.87 (feet) ADJUSTED AG0243 ___________________________________________________________________ AG0243 GEOID HEIGHT- -24.51 (meters) GEOID99 AG0243 DYNAMIC HT - 1.787 (meters) 5.86 (feet) COMP AG0243 MODELED GRAV- 979,179.7 (mgal) NAVD 88 AG0243 AG0243 VERT ORDER - SECOND CLASS II AG0243 AG0243.The horizontal coordinates were scaled from a topographic map and have AG0243.an estimated accuracy of +/- 6 seconds. AG0243 AG0243.The orthometric height was determined by differential leveling AG0243.and adjusted by the National Geodetic Survey in June 1991. AG0243 AG0243.The geoid height was determined by GEOID99. AG0243 AG0243.The dynamic height is computed by dividing the NAVD 88 AG0243.geopotential number by the normal gravity value computed on the AG0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0243.degrees latitude (g = 980.6199 gals.). AG0243 AG0243.The modeled gravity was interpolated from observed gravity values. AG0243 AG0243; North East Units Estimated Accuracy AG0243;SPC FL W - 388,860. 137,150. MT (+/- 180 meters Scaled) AG0243 AG0243 SUPERSEDED SURVEY CONTROL AG0243 AG0243 NGVD 29 - 2.052 (m) 6.73 (f) ADJ UNCH 2 2 AG0243 AG0243.Superseded values are not recommended for survey control. AG0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0243.See file dsdata.txt to determine how the superseded data were derived. AG0243 AG0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386807(NAD 83) AG0243_MARKER: DD = SURVEY DISK AG0243_SETTING: 30 = INLET AG0243_STAMPING: 392 AG0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0243 AG0243 HISTORY - Date Condition Report By AG0243 HISTORY - UNK MONUMENTED FLHD AG0243 HISTORY - 1976 GOOD NGS AG0243 HISTORY - 19990209 MARK NOT FOUND USPSQD AG0243 HISTORY - 20010331 MARK NOT FOUND NGS AG0243 AG0243 STATION DESCRIPTION AG0243 AG0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0243'IN ST PETERSBURG. AG0243'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0243'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH ST. FOR 1.50 AG0243'MILES. STATION ON LEFT, N.E. CORNER, 47.4 FT. EAST OF THE CENTERLINE AG0243'OF 4TH ST., 55.0 FT. NORTH OF THE CENTERLINE OF 78TH AVE. N. SET IN AG0243'TOP OF CONCRETE INLET. SECTION 30, T 30, R 17. AG0243 AG0243 STATION RECOVERY (1999) AG0243 AG0243'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0243'MARK NOT FOUND. AG0243 AG0243 STATION RECOVERY (2001) AG0243 AG0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0243'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0244 *********************************************************************** AG0244 DESIGNATION - 393 FLHD AG0244 PID - AG0244 AG0244 STATE/COUNTY- FL/PINELLAS AG0244 USGS QUAD - ST PETERSBURG (1987) AG0244 AG0244 *CURRENT SURVEY CONTROL AG0244 ___________________________________________________________________ AG0244* NAD 83(1986)- 27 50 13. (N) 082 38 17. (W) SCALED AG0244* NAVD 88 - 1.717 (meters) 5.63 (feet) ADJUSTED AG0244 ___________________________________________________________________ AG0244 GEOID HEIGHT- -24.50 (meters) GEOID99 AG0244 DYNAMIC HT - 1.714 (meters) 5.62 (feet) COMP AG0244 MODELED GRAV- 979,179.3 (mgal) NAVD 88 AG0244 AG0244 VERT ORDER - SECOND CLASS II AG0244 AG0244.The horizontal coordinates were scaled from a topographic map and have AG0244.an estimated accuracy of +/- 6 seconds. AG0244 AG0244.The orthometric height was determined by differential leveling AG0244.and adjusted by the National Geodetic Survey in June 1991. AG0244 AG0244.The geoid height was determined by GEOID99. AG0244 AG0244.The dynamic height is computed by dividing the NAVD 88 AG0244.geopotential number by the normal gravity value computed on the AG0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0244.degrees latitude (g = 980.6199 gals.). AG0244 AG0244.The modeled gravity was interpolated from observed gravity values. AG0244 AG0244; North East Units Estimated Accuracy AG0244;SPC FL W - 388,300. 137,150. MT (+/- 180 meters Scaled) AG0244 AG0244 SUPERSEDED SURVEY CONTROL AG0244 AG0244 NGVD 29 - 1.978 (m) 6.49 (f) ADJ UNCH 2 2 AG0244 AG0244.Superseded values are not recommended for survey control. AG0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0244.See file dsdata.txt to determine how the superseded data were derived. AG0244 AG0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386802(NAD 83) AG0244_MARKER: DD = SURVEY DISK AG0244_SETTING: 30 = INLET AG0244_STAMPING: 393 AG0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0244 AG0244 HISTORY - Date Condition Report By AG0244 HISTORY - UNK MONUMENTED FLHD AG0244 HISTORY - 1976 GOOD NGS AG0244 HISTORY - 19990209 MARK NOT FOUND USPSQD AG0244 HISTORY - 20010331 MARK NOT FOUND NGS AG0244 AG0244 STATION DESCRIPTION AG0244 AG0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0244'IN ST PETERSBURG. AG0244'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0244'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH ST. FOR 1.90 AG0244'MILES TO THE INTERSECTION OF 72ND AVE. N. STATION ON LEFT, S.E. AG0244'CORNER, 48.4 FT. EAST OF THE CENTERLINE OF 4TH ST., 42.7 FT. SOUTH OF AG0244'THE EXTENDED CENTERLINE OF 72ND AVE. N. SET IN THE TOP OF A CONCRETE AG0244'INLET. SECTION 30, T 30, R 17. AG0244 AG0244 STATION RECOVERY (1999) AG0244 AG0244'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0244'MARK NOT FOUND. AG0244 AG0244 STATION RECOVERY (2001) AG0244 AG0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0244'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0246 *********************************************************************** AG0246 DESIGNATION - 395 FLHD AG0246 PID - AG0246 AG0246 STATE/COUNTY- FL/PINELLAS AG0246 USGS QUAD - ST PETERSBURG (1987) AG0246 AG0246 *CURRENT SURVEY CONTROL AG0246 ___________________________________________________________________ AG0246* NAD 83(1986)- 27 49 55. (N) 082 38 17. (W) SCALED AG0246* NAVD 88 - 1.771 (meters) 5.81 (feet) ADJUSTED AG0246 ___________________________________________________________________ AG0246 GEOID HEIGHT- -24.49 (meters) GEOID99 AG0246 DYNAMIC HT - 1.769 (meters) 5.80 (feet) COMP AG0246 MODELED GRAV- 979,179.0 (mgal) NAVD 88 AG0246 AG0246 VERT ORDER - SECOND CLASS II AG0246 AG0246.The horizontal coordinates were scaled from a topographic map and have AG0246.an estimated accuracy of +/- 6 seconds. AG0246 AG0246.The orthometric height was determined by differential leveling AG0246.and adjusted by the National Geodetic Survey in June 1991. AG0246 AG0246.The geoid height was determined by GEOID99. AG0246 AG0246.The dynamic height is computed by dividing the NAVD 88 AG0246.geopotential number by the normal gravity value computed on the AG0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0246.degrees latitude (g = 980.6199 gals.). AG0246 AG0246.The modeled gravity was interpolated from observed gravity values. AG0246 AG0246; North East Units Estimated Accuracy AG0246;SPC FL W - 387,750. 137,150. MT (+/- 180 meters Scaled) AG0246 AG0246 SUPERSEDED SURVEY CONTROL AG0246 AG0246 NGVD 29 - 2.034 (m) 6.67 (f) ADJ UNCH 2 2 AG0246 AG0246.Superseded values are not recommended for survey control. AG0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0246.See file dsdata.txt to determine how the superseded data were derived. AG0246 AG0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386796(NAD 83) AG0246_MARKER: DD = SURVEY DISK AG0246_SETTING: 30 = INLET AG0246_STAMPING: 395 AG0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0246 AG0246 HISTORY - Date Condition Report By AG0246 HISTORY - UNK MONUMENTED FLHD AG0246 HISTORY - 1976 GOOD NGS AG0246 HISTORY - 19990209 MARK NOT FOUND USPSQD AG0246 HISTORY - 20010331 MARK NOT FOUND NGS AG0246 AG0246 STATION DESCRIPTION AG0246 AG0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0246'IN ST PETERSBURG. AG0246'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0246'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH ST. FOR 2.35 AG0246'MILES TO THE INTERSECTION OF MADISON CIRCLE N. STATION ON LEFT, S.E. AG0246'CORNER, 47.8 FT. EAST OF THE CENTERLINE OF 4TH ST., 62.5 FT. SOUTH OF AG0246'THE CENTERLINE OF MADISON CIRCLE N. SET IN THE TOP OF A CONCRETE AG0246'INLET. SECTION 31, T 30, R 17. AG0246 AG0246 STATION RECOVERY (1999) AG0246 AG0246'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0246'MARK NOT FOUND. AG0246 AG0246 STATION RECOVERY (2001) AG0246 AG0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0246'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0247 *********************************************************************** AG0247 DESIGNATION - 396 FLHD AG0247 PID - AG0247 AG0247 STATE/COUNTY- FL/PINELLAS AG0247 USGS QUAD - ST PETERSBURG (1987) AG0247 AG0247 *CURRENT SURVEY CONTROL AG0247 ___________________________________________________________________ AG0247* NAD 83(1986)- 27 49 31. (N) 082 38 17. (W) SCALED AG0247* NAVD 88 - 1.743 (meters) 5.72 (feet) ADJUSTED AG0247 ___________________________________________________________________ AG0247 GEOID HEIGHT- -24.48 (meters) GEOID99 AG0247 DYNAMIC HT - 1.740 (meters) 5.71 (feet) COMP AG0247 MODELED GRAV- 979,178.4 (mgal) NAVD 88 AG0247 AG0247 VERT ORDER - SECOND CLASS II AG0247 AG0247.The horizontal coordinates were scaled from a topographic map and have AG0247.an estimated accuracy of +/- 6 seconds. AG0247 AG0247.The orthometric height was determined by differential leveling AG0247.and adjusted by the National Geodetic Survey in June 1991. AG0247 AG0247.The geoid height was determined by GEOID99. AG0247 AG0247.The dynamic height is computed by dividing the NAVD 88 AG0247.geopotential number by the normal gravity value computed on the AG0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0247.degrees latitude (g = 980.6199 gals.). AG0247 AG0247.The modeled gravity was interpolated from observed gravity values. AG0247 AG0247; North East Units Estimated Accuracy AG0247;SPC FL W - 387,010. 137,140. MT (+/- 180 meters Scaled) AG0247 AG0247 SUPERSEDED SURVEY CONTROL AG0247 AG0247 NGVD 29 - 2.005 (m) 6.58 (f) ADJ UNCH 2 2 AG0247 AG0247.Superseded values are not recommended for survey control. AG0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0247.See file dsdata.txt to determine how the superseded data were derived. AG0247 AG0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386789(NAD 83) AG0247_MARKER: DD = SURVEY DISK AG0247_SETTING: 30 = INLET AG0247_STAMPING: 396 AG0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0247 AG0247 HISTORY - Date Condition Report By AG0247 HISTORY - UNK MONUMENTED FLHD AG0247 HISTORY - 1976 GOOD NGS AG0247 HISTORY - 19990209 MARK NOT FOUND USPSQD AG0247 HISTORY - 20010331 MARK NOT FOUND NGS AG0247 AG0247 STATION DESCRIPTION AG0247 AG0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0247'IN ST PETERSBURG. AG0247'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0247'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH ST. FOR 2.70 AG0247'MILES TO THE INTERSECTION OF MONROE CIRCLE N. STATION ON LEFT, S.E. AG0247'CORNER, 48.6 FT. EAST OF THE CENTERLINE OF 4TH ST., 51.0 FT. SOUTH OF AG0247'THE CENTERLINE OF MONROE CIRCLE N. SET IN THE TOP OF A CONCRETE AG0247'INLET. SECTION 31, T 30, R 17. AG0247 AG0247 STATION RECOVERY (1999) AG0247 AG0247'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0247'MARK NOT FOUND. AG0247 AG0247 STATION RECOVERY (2001) AG0247 AG0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0247'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5322 *********************************************************************** AG5322 DESIGNATION - 397 E AG5322 PID - AG5322 AG5322 STATE/COUNTY- FL/PINELLAS AG5322 USGS QUAD - ST PETERSBURG (1987) AG5322 AG5322 *CURRENT SURVEY CONTROL AG5322 ___________________________________________________________________ AG5322* NAD 83(1986)- 27 49 15. (N) 082 38 19. (W) SCALED AG5322* NAVD 88 - 1.091 (meters) 3.58 (feet) ADJUSTED AG5322 ___________________________________________________________________ AG5322 GEOID HEIGHT- -24.47 (meters) GEOID99 AG5322 DYNAMIC HT - 1.090 (meters) 3.58 (feet) COMP AG5322 MODELED GRAV- 979,178.1 (mgal) NAVD 88 AG5322 AG5322 VERT ORDER - FIRST CLASS I AG5322 AG5322.The horizontal coordinates were scaled from a topographic map and have AG5322.an estimated accuracy of +/- 6 seconds. AG5322 AG5322.The orthometric height was determined by differential leveling AG5322.and adjusted by the National Geodetic Survey in June 1991. AG5322 AG5322.The geoid height was determined by GEOID99. AG5322 AG5322.The dynamic height is computed by dividing the NAVD 88 AG5322.geopotential number by the normal gravity value computed on the AG5322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5322.degrees latitude (g = 980.6199 gals.). AG5322 AG5322.The modeled gravity was interpolated from observed gravity values. AG5322 AG5322; North East Units Estimated Accuracy AG5322;SPC FL W - 386,520. 137,080. MT (+/- 180 meters Scaled) AG5322 AG5322 SUPERSEDED SURVEY CONTROL AG5322 AG5322 NGVD 29 - 1.354 (m) 4.44 (f) ADJ UNCH 1 1 AG5322 AG5322.Superseded values are not recommended for survey control. AG5322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5322.See file dsdata.txt to determine how the superseded data were derived. AG5322 AG5322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386784(NAD 83) AG5322_MARKER: DD = SURVEY DISK AG5322_SETTING: 30 = CULVERT AG5322_STAMPING: E AG5322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG5322 AG5322 HISTORY - Date Condition Report By AG5322 HISTORY - UNK MONUMENTED FLHD AG5322 HISTORY - 1966 GOOD NGS AG5322 HISTORY - 1977 GOOD FL-103 AG5322 HISTORY - 20030223 MARK NOT FOUND USPSQD AG5322 AG5322 STATION DESCRIPTION AG5322 AG5322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG5322'AT ST PETERSBURG. AG5322'AT ST. PETERSBURG, ABOUT 3.4 MILES NORTH ALONG N. 4TH STREET AG5322'FROM THE POST OFFICE, BETWEEN 53RD AND 54TH AVENUES NORTH, 10.6 AG5322'FEET EAST OF THE EAST CURB OF THE STREET, ABOUT 2 FEET ABOVE THE AG5322'LEVEL OF THE STREET AND IN THE TOP NEAR THE CENTER OF THE EAST AG5322'CONCRETE HEAD WALL FOR A DOUBLE BOX CULVERT FOR A DRAINAGE AG5322'CANAL. AG5322 AG5322 STATION RECOVERY (1977) AG5322 AG5322'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977 AG5322'RECOVERED IN GOOD CONDITION. AG5322 AG5322 STATION RECOVERY (2003) AG5322 AG5322'RECOVERY NOTE BY US POWER SQUADRON 2003 (TFK) AG5322'4TH STREET NOW 6 LANES - DRAINAGE CANAL 100 FEET EAST OF 4TH STREET - AG5322'SOUTH OF 54TH AVENUE - POST OFFICE NO LONGER IN AREA 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0260 *********************************************************************** AG0260 DESIGNATION - 416 FLHD AG0260 PID - AG0260 AG0260 STATE/COUNTY- FL/PINELLAS AG0260 USGS QUAD - ST PETERSBURG (1987) AG0260 AG0260 *CURRENT SURVEY CONTROL AG0260 ___________________________________________________________________ AG0260* NAD 83(1986)- 27 50 31. (N) 082 41 59. (W) SCALED AG0260* NAVD 88 - 4.610 (meters) 15.12 (feet) ADJUSTED AG0260 ___________________________________________________________________ AG0260 GEOID HEIGHT- -24.41 (meters) GEOID99 AG0260 DYNAMIC HT - 4.603 (meters) 15.10 (feet) COMP AG0260 MODELED GRAV- 979,180.8 (mgal) NAVD 88 AG0260 AG0260 VERT ORDER - SECOND CLASS II AG0260 AG0260.The horizontal coordinates were scaled from a topographic map and have AG0260.an estimated accuracy of +/- 6 seconds. AG0260 AG0260.The orthometric height was determined by differential leveling AG0260.and adjusted by the National Geodetic Survey in June 1991. AG0260 AG0260.The geoid height was determined by GEOID99. AG0260 AG0260.The dynamic height is computed by dividing the NAVD 88 AG0260.geopotential number by the normal gravity value computed on the AG0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0260.degrees latitude (g = 980.6199 gals.). AG0260 AG0260.The modeled gravity was interpolated from observed gravity values. AG0260 AG0260; North East Units Estimated Accuracy AG0260;SPC FL W - 388,890. 131,080. MT (+/- 180 meters Scaled) AG0260 AG0260 SUPERSEDED SURVEY CONTROL AG0260 AG0260 NGVD 29 - 4.873 (m) 15.99 (f) ADJ UNCH 2 2 AG0260 AG0260.Superseded values are not recommended for survey control. AG0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0260.See file dsdata.txt to determine how the superseded data were derived. AG0260 AG0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL326808(NAD 83) AG0260_MARKER: DD = SURVEY DISK AG0260_SETTING: 30 = INLET AG0260_STAMPING: 416 AG0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0260 AG0260 HISTORY - Date Condition Report By AG0260 HISTORY - UNK MONUMENTED FLHD AG0260 HISTORY - 1976 GOOD NGS AG0260 HISTORY - 19991129 GOOD USPSQD AG0260 HISTORY - 20010331 GOOD NGS AG0260 AG0260 STATION DESCRIPTION AG0260 AG0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0260'IN PINELLAS PARK. AG0260'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N., AG0260'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693, 66TH ST.). RUN EASTERLY ON AG0260'S.R. 694 FOR 1.65 MILES TO THE INTERSECTION OF 50TH ST. STATION ON AG0260'RIGHT, 41.2 FT. SOUTH OF THE CENTERLINE OF 74TH AVE. N., 42.7 FT. WEST AG0260'OF THE CENTERLINE OF 50TH ST. SET IN THE TOP OF A CONCRETE INLET. AG0260'SECTION 28, T 30, R 16. AG0260 AG0260 STATION RECOVERY (1999) AG0260 AG0260'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0260'RECOVERED IN GOOD CONDITION. AG0260 AG0260 STATION RECOVERY (2001) AG0260 AG0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0260'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7377 *********************************************************************** AG7377 DESIGNATION - 454 AG7377 PID - AG7377 AG7377 STATE/COUNTY- FL/PINELLAS AG7377 USGS QUAD - SAFETY HARBOR (1956) AG7377 AG7377 *CURRENT SURVEY CONTROL AG7377 ___________________________________________________________________ AG7377* NAD 83(1986)- 27 58 55. (N) 082 43 48. (W) SCALED AG7377* NAVD 88 - 17.01 (+/-2cm) 55.8 (feet) VERTCON AG7377 ___________________________________________________________________ AG7377 GEOID HEIGHT- -24.63 (meters) GEOID99 AG7377 AG7377 VERT ORDER - THIRD (See Below) AG7377 AG7377.The horizontal coordinates were scaled from a topographic map and have AG7377.an estimated accuracy of +/- 6 seconds. AG7377 AG7377.The NAVD 88 height was computed by applying the VERTCON shift value to AG7377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7377.The vertical order pertains to the superseded datum. AG7377 AG7377.The geoid height was determined by GEOID99. AG7377 AG7377; North East Units Estimated Accuracy AG7377;SPC FL W - 404,420. 128,190. MT (+/- 180 meters Scaled) AG7377 AG7377 SUPERSEDED SURVEY CONTROL AG7377 AG7377 NGVD 29 - 17.27 (m) 56.7 (f) RESET 3 AG7377 AG7377.Superseded values are not recommended for survey control. AG7377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7377.See file dsdata.txt to determine how the superseded data were derived. AG7377 AG7377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298964(NAD 83) AG7377_MARKER: DD = SURVEY DISK AG7377_SETTING: 32 = HEADWALL AG7377_STAMPING: 454 AG7377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7377+STABILITY: SURFACE MOTION AG7377 AG7377 HISTORY - Date Condition Report By AG7377 HISTORY - 1978 MONUMENTED FL-103 AG7377 AG7377 STATION DESCRIPTION AG7377 AG7377'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978 AG7377'2.55 MI SOUTH FROM CLEARWATER. AG7377'2.55 MILES SOUTHERLY ALONG U.S. HIGHWAY 19 FROM THE INTERSECTION AG7377'OF U.S. HIGHWAY 19 AND STATE ROUTE 580, IN TOP OF A CONCRETE AG7377'HEADWALL, 76.8 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 19. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0290 *********************************************************************** AG0290 TIDAL BM - This is a Tidal Bench Mark. AG0290 DESIGNATION - 872 6364 A TIDAL AG0290 PID - AG0290 AG0290 STATE/COUNTY- FL/PINELLAS AG0290 USGS QUAD - ANNA MARIA (1981) AG0290 AG0290 *CURRENT SURVEY CONTROL AG0290 ___________________________________________________________________ AG0290* NAD 83(1986)- 27 36 55. (N) 082 43 47. (W) SCALED AG0290* NAVD 88 - 0.953 (meters) 3.13 (feet) ADJUSTED AG0290 ___________________________________________________________________ AG0290 GEOID HEIGHT- -24.17 (meters) GEOID99 AG0290 DYNAMIC HT - 0.952 (meters) 3.12 (feet) COMP AG0290 MODELED GRAV- 979,159.0 (mgal) NAVD 88 AG0290 AG0290 VERT ORDER - SECOND CLASS I AG0290 AG0290.The horizontal coordinates were scaled from a topographic map and have AG0290.an estimated accuracy of +/- 6 seconds. AG0290 AG0290.The orthometric height was determined by differential leveling AG0290.and adjusted by the National Geodetic Survey in June 1991. AG0290 AG0290.This Tidal Bench Mark is designated as VM 11302 AG0290.by the Center for Operational Oceanographic Products and Services. AG0290 AG0290.This Tidal Bench Mark is designated as VM 12106 AG0290.by the Center for Operational Oceanographic Products and Services. AG0290 AG0290.The geoid height was determined by GEOID99. AG0290 AG0290.The dynamic height is computed by dividing the NAVD 88 AG0290.geopotential number by the normal gravity value computed on the AG0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0290.degrees latitude (g = 980.6199 gals.). AG0290 AG0290.The modeled gravity was interpolated from observed gravity values. AG0290 AG0290; North East Units Estimated Accuracy AG0290;SPC FL W - 363,790. 127,970. MT (+/- 180 meters Scaled) AG0290 AG0290 SUPERSEDED SURVEY CONTROL AG0290 AG0290 NGVD 29 - 1.243 (m) 4.08 (f) ADJ UNCH 2 1 AG0290 AG0290.Superseded values are not recommended for survey control. AG0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0290.See file dsdata.txt to determine how the superseded data were derived. AG0290 AG0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL293557(NAD 83) AG0290_MARKER: DB = BENCH MARK DISK AG0290_SETTING: 32 = CULVERT WINGWALL AG0290_STAMPING: 6364 A 1976 AG0290_MARK LOGO: NOS AG0290_MAGNETIC: N = NO MAGNETIC MATERIAL AG0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0290+STABILITY: SURFACE MOTION AG0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0290+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1990 AG0290 AG0290 HISTORY - Date Condition Report By AG0290 HISTORY - 1976 MONUMENTED NGS AG0290 HISTORY - 1982 GOOD FLDNR AG0290 HISTORY - 19900418 GOOD FLDNR AG0290 HISTORY - 19991129 GOOD USPSQD AG0290 HISTORY - 20000130 GOOD USPSQD AG0290 HISTORY - 20010331 GOOD NGS AG0290 AG0290 STATION DESCRIPTION AG0290 AG0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0290'IN ST PETERSBURG. AG0290'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S. AG0290'ALT HWY. 19A (PINELLAS BAYWAY, S.R. 682). RUN WESTERLY ON PINELLAS AG0290'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF S.R. 693 (PAVED SIDE ROAD AG0290'LEADING SOUTH TO FORT DESOTO PARK). TURN LEFT ON S.R. 693 AND RUN AG0290'SOUTHERLY FOR 6.85 MILES TO THE INTERSECTION OF S.R. 699. TURN RIGHT AG0290'AND RUN WESTERLY FOR 1.15 MILES ON S.R. 699 TO A PAVED ROAD ON LEFT AG0290'(LEADING TO OLD FORT DESOTO AND FISHING PIER). TURN LEFT ON PAVED AG0290'ROAD AND RUN SOUTHERLY FOR 0.05 MILES. STATION ON LEFT, 218.4 FT. AG0290'SOUTH OF THE CENTERLINE OF S.R. 699, 30.0 FT. EAST OF THE CENTERLINE AG0290'OF PAVED ROAD, 46.5 FT. N.N.W. OF LONE 18 INCH AUSTRALION PINE TREE. AG0290'SET IN THE TOP OF THE CONCRETE HEADWALL. AG0290 AG0290 STATION RECOVERY (1982) AG0290 AG0290'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG0290'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. AG0290'16 MILES SOUTHWEST OF ST PETERSBURG, AT THE FORT DESOTO PARK AREA AG0290'BETWEEN PIER 1 AND PIER 2, SET IN THE TOP OF A CONCRETE CULVERT AG0290'APPROXIMATELY 250 YARDS WEST OF BENCH MARK TH 60 RESET 1974 USE, 225 AG0290'FEET SOUTH OF ANDERSON BLVD., 231 FEET NORTH OF THE SHORE LINE, 10.2 AG0290'FEET NORTHWEST OF THE SOUTHEAST END OF CULVERT, AND 29.0 FEET EAST OF AG0290'THE CENTERLINE OF A ASPHALT ROAD. AG0290 AG0290 STATION RECOVERY (1990) AG0290 AG0290'RECOVERY NOTE BY FL DEPT OF NAT RES 1990 AG0290'RECOVERED IN GOOD CONDITION. AG0290 AG0290 STATION RECOVERY (1999) AG0290 AG0290'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0290'RECOVERED IN GOOD CONDITION. AG0290 AG0290 STATION RECOVERY (2000) AG0290 AG0290'RECOVERY NOTE BY US POWER SQUADRON 2000 AG0290'RECOVERED IN GOOD CONDITION. AG0290 AG0290 STATION RECOVERY (2001) AG0290 AG0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0290'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG9426 *********************************************************************** AG9426 TIDAL BM - This is a Tidal Bench Mark. AG9426 DESIGNATION - 872 6364 B TIDAL AG9426 PID - AG9426 AG9426 STATE/COUNTY- FL/PINELLAS AG9426 USGS QUAD - ANNA MARIA (1981) AG9426 AG9426 *CURRENT SURVEY CONTROL AG9426 ___________________________________________________________________ AG9426* NAD 83(1999)- 27 37 03.15027(N) 082 43 37.17172(W) ADJUSTED AG9426* NAVD 88 - 0.814 (meters) 2.67 (feet) ADJUSTED AG9426 ___________________________________________________________________ AG9426 X - 715,967.481 (meters) COMP AG9426 Y - -5,609,968.627 (meters) COMP AG9426 Z - 2,939,006.595 (meters) COMP AG9426 LAPLACE CORR- -1.72 (seconds) DEFLEC99 AG9426 ELLIP HEIGHT- -23.52 (meters) (05/31/01) GPS OBS AG9426 GEOID HEIGHT- -24.18 (meters) GEOID99 AG9426 DYNAMIC HT - 0.813 (meters) 2.67 (feet) COMP AG9426 MODELED GRAV- 979,159.1 (mgal) NAVD 88 AG9426 AG9426 HORZ ORDER - B AG9426 VERT ORDER - SECOND CLASS I AG9426 ELLP ORDER - FIFTH CLASS I AG9426 AG9426.The horizontal coordinates were established by GPS observations AG9426.and adjusted by the National Geodetic Survey in May 2001. AG9426 AG9426.The orthometric height was determined by differential leveling AG9426.and adjusted by the National Geodetic Survey in March 1995. AG9426 AG9426.This Tidal Bench Mark is designated as VM 11303 AG9426.by the Center for Operational Oceanographic Products and Services. AG9426 AG9426.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG9426 AG9426.The Laplace correction was computed from DEFLEC99 derived deflections. AG9426 AG9426.The ellipsoidal height was determined by GPS observations AG9426.and is referenced to NAD 83. AG9426 AG9426.The geoid height was determined by GEOID99. AG9426 AG9426.The dynamic height is computed by dividing the NAVD 88 AG9426.geopotential number by the normal gravity value computed on the AG9426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG9426.degrees latitude (g = 980.6199 gals.). AG9426 AG9426.The modeled gravity was interpolated from observed gravity values. AG9426 AG9426; North East Units Scale Converg. AG9426;SPC FL W - 364,039.880 128,243.930 MT 1.00000471 -0 20 13.3 AG9426;UTM 17 - 3,056,027.484 329,587.220 MT 0.99995847 -0 48 02.8 AG9426 AG9426 SUPERSEDED SURVEY CONTROL AG9426 AG9426 NAD 83(1990)- 27 37 03.14938(N) 082 43 37.17149(W) AD( ) B AG9426 ELLIP HT - -23.49 (m) (04/20/00) GP( ) 3 2 AG9426 AG9426.Superseded values are not recommended for survey control. AG9426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG9426.See file dsdata.txt to determine how the superseded data were derived. AG9426 AG9426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2958756027(NAD 83) AG9426_MARKER: F = FLANGE-ENCASED ROD AG9426_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AG9426_STAMPING: 6364 B 1990 AG9426_MARK LOGO: NOS AG9426_MAGNETIC: N = NO MAGNETIC MATERIAL AG9426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG9426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG9426+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2000 AG9426 AG9426 HISTORY - Date Condition Report By AG9426 HISTORY - 1990 MONUMENTED FLDNR AG9426 HISTORY - 19991129 GOOD USPSQD AG9426 HISTORY - 20000203 GOOD USPSQD AG9426 HISTORY - 20000228 GOOD FLDT AG9426 HISTORY - 20010331 GOOD NGS AG9426 AG9426 STATION DESCRIPTION AG9426 AG9426'DESCRIBED BY FL DEPT OF NAT RES 1990 AG9426'THE BENCH MARK IS LOCATED IN THE FORT DESOTO COUNTY PARK (PINELLAS AG9426'COUNTY). TO REACH THE BENCH MARK FROM THE INTERSECTION OF 1ST AVENUE AG9426'NORTH AND 4TH STREET IN ST. PETERSBURG (POST OFFICE), GO WEST 2.5 MI AG9426'(4.02 KM) ON 1ST AVENUE NORTH TO 34TH STREET (U S HIGHWAY 19), THEN AG9426'GO SOUTH ON U S HIGHWAY 19, 3.6 MI (5.79 KM) TO PINELLAS BAYWAY AG9426'(STATE ROAD 682) TURN RIGHT GO WEST 2.3 MI (3.70 KM) ON STATE ROAD AG9426'682 TO THE INTERSECTION OF STATE ROAD 679. TURN LEFT GO SOUTH 6.6 MI AG9426'(10.62 KM) ON STATE ROAD 679 TO ANDERSON BOULEVARD, TURN RIGHT GO AG9426'SOUTHWEST 1.1 MI (1.77 KM) ON ANDERSON BOULEVARD TO A PAVED ROAD (NO AG9426'NAME)LEADING TO FORT DESOTO PARK PARKING AREA AND FISHING PIER AND AG9426'THE MARK ON THE LEFT. 72.5 FT (22.10 M) SOUTHEAST OF A PAVED ROAD, AG9426'63.1 FT (19.23 M) NORTHWEST OF THE NORTH EDGE OF A PARKING LOT, 4.2 AG9426'FT (1.28 M) NORTHWEST OF THE SOUTHWEST CORNER OF THE PARK SIGN, 239.9 AG9426'FT (73.12 M) NORTHEAST OF THE EAST EDGE OF THE SOUTHWEST ENTRANCE TO AG9426'THE PARKING LOT. AG9426 AG9426 STATION RECOVERY (1999) AG9426 AG9426'RECOVERY NOTE BY US POWER SQUADRON 1999 AG9426'RECOVERED IN GOOD CONDITION. AG9426 AG9426 STATION RECOVERY (2000) AG9426 AG9426'RECOVERY NOTE BY US POWER SQUADRON 2000 AG9426'RECOVERED IN GOOD CONDITION. AG9426 AG9426 STATION RECOVERY (2000) AG9426 AG9426'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2000 (CDM) AG9426'RECOVERED IN GOOD CONDITION WITH THIS CHANGE THE FISHING PIER IS NOW AG9426'CALL BAY PIER AND IS 4.2 FT (1.3 M) SOUTHWEST (NOT NORTHWEST) OF THE AG9426'SOUTHWEST CORNER OF THE BAY PIER SIGN. AG9426 AG9426 STATION RECOVERY (2001) AG9426 AG9426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG9426'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7402 *********************************************************************** AG7402 TIDAL BM - This is a Tidal Bench Mark. AG7402 DESIGNATION - 872 6367 E TIDAL AG7402 PID - AG7402 AG7402 STATE/COUNTY- FL/PINELLAS AG7402 USGS QUAD - ANNA MARIA (1981) AG7402 AG7402 *CURRENT SURVEY CONTROL AG7402 ___________________________________________________________________ AG7402* NAD 83(1986)- 27 37 14. (N) 082 43 35. (W) SCALED AG7402* NAVD 88 - 0.233 (meters) 0.76 (feet) ADJUSTED AG7402 ___________________________________________________________________ AG7402 GEOID HEIGHT- -24.18 (meters) GEOID99 AG7402 DYNAMIC HT - 0.232 (meters) 0.76 (feet) COMP AG7402 MODELED GRAV- 979,159.5 (mgal) NAVD 88 AG7402 AG7402 VERT ORDER - SECOND CLASS I AG7402 AG7402.The horizontal coordinates were scaled from a topographic map and have AG7402.an estimated accuracy of +/- 6 seconds. AG7402 AG7402.The orthometric height was determined by differential leveling AG7402.and adjusted by the National Geodetic Survey in June 1991. AG7402 AG7402.This Tidal Bench Mark is designated as VM 12108 AG7402.by the Center for Operational Oceanographic Products and Services. AG7402 AG7402.The geoid height was determined by GEOID99. AG7402 AG7402.The dynamic height is computed by dividing the NAVD 88 AG7402.geopotential number by the normal gravity value computed on the AG7402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7402.degrees latitude (g = 980.6199 gals.). AG7402 AG7402.The modeled gravity was interpolated from observed gravity values. AG7402 AG7402; North East Units Estimated Accuracy AG7402;SPC FL W - 364,370. 128,310. MT (+/- 180 meters Scaled) AG7402 AG7402 SUPERSEDED SURVEY CONTROL AG7402 AG7402 NGVD 29 - 0.522 (m) 1.71 (f) ADJ UNCH 2 1 AG7402 AG7402.Superseded values are not recommended for survey control. AG7402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7402.See file dsdata.txt to determine how the superseded data were derived. AG7402 AG7402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL296563(NAD 83) AG7402_MARKER: DJ = TIDAL STATION DISK AG7402_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AG7402_STAMPING: 6367 E 1976 AG7402_MARK LOGO: NOS AG7402_PROJECTION: PROJECTING 25 CENTIMETERS AG7402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7402_ROD/PIPE-DEPTH: 9.75 meters AG7402 AG7402 HISTORY - Date Condition Report By AG7402 HISTORY - 1976 MONUMENTED NOS AG7402 HISTORY - 1982 GOOD FLDNR AG7402 HISTORY - 19940214 GOOD USPSQD AG7402 HISTORY - 19991129 GOOD USPSQD AG7402 HISTORY - 20000202 GOOD USPSQD AG7402 HISTORY - 20010331 GOOD NGS AG7402 AG7402 STATION DESCRIPTION AG7402 AG7402'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7402'16 MI SW FROM ST PETERSBURG. AG7402'BEGIN AT THE EAST ENTRANCE TO THE FORT DESOTO PARK FISHING PIER, AG7402'GO 0.2 MILE NORTH ALONG A DIRT ROAD ACROSS FROM THE ENTRANCE ROAD AG7402'TO THE MARK. THE MARK BEARS 41.0 FEET EAST OF THE CENTERLINE OF AG7402'THE DIRT ROAD, 120 FEET SOUTH OF THE WATERLINE, 8 FEET SOUTHWEST AG7402'OF A WHITE MANGROVE TREE, AND IS AT THE WEST EDGE OF THE MANGROVE AG7402'TREE LINE. AG7402'THE MARK IS 0.4 FT W FROM A WITNESS POST. AG7402 AG7402 STATION RECOVERY (1994) AG7402 AG7402'RECOVERY NOTE BY US POWER SQUADRON 1994 AG7402'RECOVERED IN GOOD CONDITION. AG7402 AG7402 STATION RECOVERY (1999) AG7402 AG7402'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7402'RECOVERED IN GOOD CONDITION. AG7402 AG7402 STATION RECOVERY (2000) AG7402 AG7402'RECOVERY NOTE BY US POWER SQUADRON 2000 AG7402'RECOVERED IN GOOD CONDITION. AG7402 AG7402 STATION RECOVERY (2001) AG7402 AG7402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7402'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7460 *********************************************************************** AG7460 TIDAL BM - This is a Tidal Bench Mark. AG7460 DESIGNATION - 872 6430 B TIDAL AG7460 PID - AG7460 AG7460 STATE/COUNTY- FL/PINELLAS AG7460 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG7460 AG7460 *CURRENT SURVEY CONTROL AG7460 ___________________________________________________________________ AG7460* NAD 83(1986)- 27 41 01. (N) 082 44 17. (W) SCALED AG7460* NAVD 88 - 1.749 (meters) 5.74 (feet) ADJUSTED AG7460 ___________________________________________________________________ AG7460 GEOID HEIGHT- -24.18 (meters) GEOID99 AG7460 DYNAMIC HT - 1.746 (meters) 5.73 (feet) COMP AG7460 MODELED GRAV- 979,167.5 (mgal) NAVD 88 AG7460 AG7460 VERT ORDER - SECOND CLASS I AG7460 AG7460.The horizontal coordinates were scaled from a topographic map and have AG7460.an estimated accuracy of +/- 6 seconds. AG7460 AG7460.The orthometric height was determined by differential leveling AG7460.and adjusted by the National Geodetic Survey in June 1991. AG7460 AG7460.This Tidal Bench Mark is designated as VM 12122 AG7460.by the Center for Operational Oceanographic Products and Services. AG7460 AG7460.The geoid height was determined by GEOID99. AG7460 AG7460.The dynamic height is computed by dividing the NAVD 88 AG7460.geopotential number by the normal gravity value computed on the AG7460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7460.degrees latitude (g = 980.6199 gals.). AG7460 AG7460.The modeled gravity was interpolated from observed gravity values. AG7460 AG7460; North East Units Estimated Accuracy AG7460;SPC FL W - 371,370. 127,200. MT (+/- 180 meters Scaled) AG7460 AG7460 SUPERSEDED SURVEY CONTROL AG7460 AG7460 NGVD 29 - 2.030 (m) 6.66 (f) ADJ UNCH 2 1 AG7460 AG7460.Superseded values are not recommended for survey control. AG7460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7460.See file dsdata.txt to determine how the superseded data were derived. AG7460 AG7460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL285633(NAD 83) AG7460_MARKER: DJ = TIDAL STATION DISK AG7460_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AG7460_STAMPING: 6430 B 1976 AG7460_MARK LOGO: NOS AG7460_PROJECTION: PROJECTING 5 CENTIMETERS AG7460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7460+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2001 AG7460_ROD/PIPE-DEPTH: 12.2 meters AG7460 AG7460 HISTORY - Date Condition Report By AG7460 HISTORY - 1976 MONUMENTED NOS AG7460 HISTORY - 1982 GOOD FLDNR AG7460 HISTORY - 1983 GOOD FLDNR AG7460 HISTORY - 19990202 GOOD USPSQD AG7460 HISTORY - 20000202 GOOD USPSQD AG7460 HISTORY - 20010302 GOOD USPSQD AG7460 HISTORY - 20010331 GOOD NGS AG7460 AG7460 STATION DESCRIPTION AG7460 AG7460'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7460'IN PASS A GRILLE BEACH. AG7460'THE MARK IS AT PASS-A-GRILLE BEACH AT THE JUNCTION OF 4TH AVENUE AG7460'WITH GULF WAY. THE MARK BEARS 19 FEET WEST OF THE CENTERLINE OF AG7460'GULF WAY AND 3 FEET EAST OF CONCRETE POWER POLE 108780. AG7460'THE MARK IS 2 FT E FROM A WITNESS POST. AG7460 AG7460 STATION RECOVERY (1983) AG7460 AG7460'RECOVERY NOTE BY FL DEPT OF NAT RES 1983 AG7460'RECOVERED IN GOOD CONDITION. AG7460 AG7460 STATION RECOVERY (1999) AG7460 AG7460'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7460'RECOVERED IN GOOD CONDITION. AG7460 AG7460 STATION RECOVERY (2000) AG7460 AG7460'RECOVERY NOTE BY US POWER SQUADRON 2000 AG7460'RECOVERED IN GOOD CONDITION. AG7460 AG7460 STATION RECOVERY (2001) AG7460 AG7460'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB) AG7460'NO WITNESS POST IS PRESENT. ADD, THE MARK IS ON THE EXTENDED AG7460'CENTERLINE OF 4TH AVENUE, 6 INCHES WEST OF THE BACK OF CURB. AG7460 AG7460 STATION RECOVERY (2001) AG7460 AG7460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7460'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7729 *********************************************************************** AG7729 TIDAL BM - This is a Tidal Bench Mark. AG7729 DESIGNATION - 872 6430 H TIDAL AG7729 PID - AG7729 AG7729 STATE/COUNTY- FL/PINELLAS AG7729 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG7729 AG7729 *CURRENT SURVEY CONTROL AG7729 ___________________________________________________________________ AG7729* NAD 83(1986)- 27 41 01. (N) 082 44 17. (W) SCALED AG7729* NAVD 88 - 1.814 (meters) 5.95 (feet) ADJUSTED AG7729 ___________________________________________________________________ AG7729 GEOID HEIGHT- -24.18 (meters) GEOID99 AG7729 DYNAMIC HT - 1.812 (meters) 5.94 (feet) COMP AG7729 MODELED GRAV- 979,167.5 (mgal) NAVD 88 AG7729 AG7729 VERT ORDER - SECOND CLASS I AG7729 AG7729.The horizontal coordinates were scaled from a topographic map and have AG7729.an estimated accuracy of +/- 6 seconds. AG7729 AG7729.The orthometric height was determined by differential leveling AG7729.and adjusted by the National Geodetic Survey in June 1991. AG7729 AG7729.This Tidal Bench Mark is designated as VM 12422 AG7729.by the Center for Operational Oceanographic Products and Services. AG7729 AG7729.The geoid height was determined by GEOID99. AG7729 AG7729.The dynamic height is computed by dividing the NAVD 88 AG7729.geopotential number by the normal gravity value computed on the AG7729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7729.degrees latitude (g = 980.6199 gals.). AG7729 AG7729.The modeled gravity was interpolated from observed gravity values. AG7729 AG7729; North East Units Estimated Accuracy AG7729;SPC FL W - 371,370. 127,200. MT (+/- 180 meters Scaled) AG7729 AG7729 SUPERSEDED SURVEY CONTROL AG7729 AG7729.No superseded survey control is available for this station. AG7729 AG7729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL285633(NAD 83) AG7729_MARKER: DJ = TIDAL STATION DISK AG7729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7729_STAMPING: 6430 H 1983 AG7729_MARK LOGO: NOS AG7729_PROJECTION: RECESSED 3 CENTIMETERS AG7729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7729+STABILITY: SURFACE MOTION AG7729 AG7729 HISTORY - Date Condition Report By AG7729 HISTORY - 1983 MONUMENTED FLDNR AG7729 HISTORY - 19990202 MARK NOT FOUND USPSQD AG7729 HISTORY - 20000203 MARK NOT FOUND USPSQD AG7729 HISTORY - 20010302 MARK NOT FOUND USPSQD AG7729 HISTORY - 20010331 MARK NOT FOUND NGS AG7729 AG7729 STATION DESCRIPTION AG7729 AG7729'DESCRIBED BY FL DEPT OF NAT RES 1983 AG7729'IN PASS A GRILLE BEACH. AG7729'THE MARK IS AT THE JUNCTION OF 6TH AVENUE WITH GULF WAY IN AG7729'PASS-A-GRILLE BEACH. THE MARK BEARS 29.6 FEET WEST OF THE CENTERLINE AG7729'OF GULF WAY, 36.5 FEET SOUTH OF THE EXTENDED CENTERLINE OF 6TH AVENUE, AG7729'6.8 FEET SOUTH OF PARKING METER 40, 15.6 FEET NORTH OF PARKING METER AG7729'39, AND 2.8 FEET EAST OF A 3-FOOT HIGH CONCRETE WALL. AG7729 AG7729 STATION RECOVERY (1999) AG7729 AG7729'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7729'MARK NOT FOUND. AG7729 AG7729 STATION RECOVERY (2000) AG7729 AG7729'RECOVERY NOTE BY US POWER SQUADRON 2000 AG7729'MARK NOT FOUND. AG7729 AG7729 STATION RECOVERY (2001) AG7729 AG7729'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB) AG7729'THE PARKING METERS HAVE BEEN REMOVED. THE BASE OF A PALM TREE NOW AG7729'COVERS THE LOCATION DESCRIBED. AG7729 AG7729 STATION RECOVERY (2001) AG7729 AG7729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7729'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0993 *********************************************************************** AG0993 DESIGNATION - 872 6442 TIDAL 1 AG0993 PID - AG0993 AG0993 STATE/COUNTY- FL/PINELLAS AG0993 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0993 AG0993 *CURRENT SURVEY CONTROL AG0993 ___________________________________________________________________ AG0993* NAD 83(1986)- 27 41 19. (N) 082 44 11. (W) SCALED AG0993* NAVD 88 - 1.586 (meters) 5.20 (feet) ADJUSTED AG0993 ___________________________________________________________________ AG0993 GEOID HEIGHT- -24.19 (meters) GEOID99 AG0993 DYNAMIC HT - 1.584 (meters) 5.20 (feet) COMP AG0993 MODELED GRAV- 979,168.1 (mgal) NAVD 88 AG0993 AG0993 VERT ORDER - SECOND CLASS I AG0993 AG0993.The horizontal coordinates were scaled from a topographic map and have AG0993.an estimated accuracy of +/- 6 seconds. AG0993 AG0993.The orthometric height was determined by differential leveling AG0993.and adjusted by the National Geodetic Survey in June 1991. AG0993 AG0993.The geoid height was determined by GEOID99. AG0993 AG0993.The dynamic height is computed by dividing the NAVD 88 AG0993.geopotential number by the normal gravity value computed on the AG0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0993.degrees latitude (g = 980.6199 gals.). AG0993 AG0993.The modeled gravity was interpolated from observed gravity values. AG0993 AG0993; North East Units Estimated Accuracy AG0993;SPC FL W - 371,920. 127,360. MT (+/- 180 meters Scaled) AG0993 AG0993 SUPERSEDED SURVEY CONTROL AG0993 AG0993 NGVD 29 - 1.867 (m) 6.13 (f) ADJ UNCH 2 1 AG0993 AG0993.Superseded values are not recommended for survey control. AG0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0993.See file dsdata.txt to determine how the superseded data were derived. AG0993 AG0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL287639(NAD 83) AG0993_MARKER: DD = SURVEY DISK AG0993_SETTING: 30 = SEAWALL AG0993_STAMPING: NO 1 1949 AG0993_MARK LOGO: CGS AG0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0993 AG0993 HISTORY - Date Condition Report By AG0993 HISTORY - 1949 MONUMENTED CGS AG0993 HISTORY - 1975 GOOD FLDT AG0993 HISTORY - 1982 GOOD FLDNR AG0993 HISTORY - 19990202 MARK NOT FOUND USPSQD AG0993 HISTORY - 20000202 MARK NOT FOUND USPSQD AG0993 HISTORY - 20010216 MARK NOT FOUND USPSQD AG0993 HISTORY - 20010331 MARK NOT FOUND NGS AG0993 AG0993 STATION DESCRIPTION AG0993 AG0993'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0993'AT ST PETERSBURG BCH. AG0993'TO REACH STATION FROM THE INTERSECTION OF PINELLAS BAYWAY AG0993'(35TH AVE.) AND PASS-A-GRILLE WAY (GULF BLVD. AND/OR S.R. 699), AG0993'RUN SOUTHERLY ALONG PASS-A-GRILLE WAY FOR 1.45 MILE TO THE AG0993'INTERSECTION OF 11TH AVE. STATION ON LEFT, 38.5 FT. SOUTH OF AG0993'THE CENTERLINE OF 11TH AVE., 31.0 FT. EAST OF THE CENTERLINE AG0993'OF PASS-A-GRILLE WAY, 37.5 FT. SOUTH OF A CONCRETE POWER POLE AG0993'NUMBER 103700. SET IN TOP OF A CONCRETE SEAWALL. SECTION 19, AG0993'T 32 S, R 16 E. AG0993 AG0993 STATION RECOVERY (1982) AG0993 AG0993'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG0993'RECOVERED IN GOOD CONDITION. AG0993 AG0993 STATION RECOVERY (1999) AG0993 AG0993'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0993'MARK NOT FOUND. AG0993 AG0993 STATION RECOVERY (2000) AG0993 AG0993'RECOVERY NOTE BY US POWER SQUADRON 2000 AG0993'MARK NOT FOUND. AG0993 AG0993 STATION RECOVERY (2001) AG0993 AG0993'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS) AG0993'THE SEAWALL CAP HAS BEEN REPLACED. AG0993 AG0993 STATION RECOVERY (2001) AG0993 AG0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0993'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG1000 *********************************************************************** AG1000 DESIGNATION - 872 6442 TIDAL 3 AG1000 PID - AG1000 AG1000 STATE/COUNTY- FL/PINELLAS AG1000 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG1000 AG1000 *CURRENT SURVEY CONTROL AG1000 ___________________________________________________________________ AG1000* NAD 83(1986)- 27 41 19. (N) 082 44 11. (W) SCALED AG1000* NAVD 88 - 1.587 (meters) 5.21 (feet) ADJUSTED AG1000 ___________________________________________________________________ AG1000 GEOID HEIGHT- -24.19 (meters) GEOID99 AG1000 DYNAMIC HT - 1.584 (meters) 5.20 (feet) COMP AG1000 MODELED GRAV- 979,168.1 (mgal) NAVD 88 AG1000 AG1000 VERT ORDER - SECOND CLASS I AG1000 AG1000.The horizontal coordinates were scaled from a topographic map and have AG1000.an estimated accuracy of +/- 6 seconds. AG1000 AG1000.The orthometric height was determined by differential leveling AG1000.and adjusted by the National Geodetic Survey in June 1991. AG1000 AG1000.The geoid height was determined by GEOID99. AG1000 AG1000.The dynamic height is computed by dividing the NAVD 88 AG1000.geopotential number by the normal gravity value computed on the AG1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG1000.degrees latitude (g = 980.6199 gals.). AG1000 AG1000.The modeled gravity was interpolated from observed gravity values. AG1000 AG1000; North East Units Estimated Accuracy AG1000;SPC FL W - 371,920. 127,360. MT (+/- 180 meters Scaled) AG1000 AG1000 SUPERSEDED SURVEY CONTROL AG1000 AG1000 NGVD 29 - 1.867 (m) 6.13 (f) ADJ UNCH 2 1 AG1000 AG1000.Superseded values are not recommended for survey control. AG1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1000.See file dsdata.txt to determine how the superseded data were derived. AG1000 AG1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL287639(NAD 83) AG1000_MARKER: DJ = TIDAL STATION DISK AG1000_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AG1000_STAMPING: NO 3 1949 AG1000_MARK LOGO: CGS AG1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG1000+STABILITY: SURFACE MOTION AG1000 AG1000 HISTORY - Date Condition Report By AG1000 HISTORY - 1949 MONUMENTED CGS AG1000 HISTORY - 1975 GOOD FLDT AG1000 HISTORY - 1982 GOOD FLDNR AG1000 HISTORY - 19990202 MARK NOT FOUND USPSQD AG1000 HISTORY - 20000202 MARK NOT FOUND USPSQD AG1000 HISTORY - 20010216 MARK NOT FOUND USPSQD AG1000 HISTORY - 20010331 MARK NOT FOUND NGS AG1000 AG1000 STATION DESCRIPTION AG1000 AG1000'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG1000'AT ST PETERSBURG BCH. AG1000'TO REACH STATION FROM THE INTERSECTION OF PINELLAS BAYWAY AG1000'(35TH AVE.) AND PASS-A-GRILLE WAY (GULF BLVD. AND/OR S.R. 699), AG1000'RUN SOUTHERLY ALONG PASS-A-GRILLE WAY FOR 1.5 MILE TO 10TH AVE. AG1000'STATION ON LEFT, 25.5 FT. NORTH OF THE CENTERLINE OF 10TH AVE., AG1000'31.0 FT. EAST OF THE CENTERLINE OF PASS-A-GRILLE WAY, 23.0 FT. AG1000'NE FROM A CONCRETE LIGHT POLE (NO NUMBER). SET IN TOP OF A AG1000'CONCRETE SEAWALL. SECTION 19, T 32 S, R 16 E. AG1000 AG1000 STATION RECOVERY (1982) AG1000 AG1000'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG1000'RECOVERED IN GOOD CONDITION. AG1000 AG1000 STATION RECOVERY (1999) AG1000 AG1000'RECOVERY NOTE BY US POWER SQUADRON 1999 AG1000'MARK NOT FOUND. AG1000 AG1000 STATION RECOVERY (2000) AG1000 AG1000'RECOVERY NOTE BY US POWER SQUADRON 2000 AG1000'MARK NOT FOUND. AG1000 AG1000 STATION RECOVERY (2001) AG1000 AG1000'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS) AG1000'THE SEAWALL CAP HAS BEEN REPLACED. AG1000 AG1000 STATION RECOVERY (2001) AG1000 AG1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG1000'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5288 *********************************************************************** AG5288 TIDAL BM - This is a Tidal Bench Mark. AG5288 DESIGNATION - 872 6520 TIDAL 15 AG5288 PID - AG5288 AG5288 STATE/COUNTY- FL/PINELLAS AG5288 USGS QUAD - PORT TAMPA (1983) AG5288 AG5288 *CURRENT SURVEY CONTROL AG5288 ___________________________________________________________________ AG5288* NAD 83(1986)- 27 46 25. (N) 082 37 21. (W) SCALED AG5288* NAVD 88 - 2.333 (meters) 7.65 (feet) ADJUSTED AG5288 ___________________________________________________________________ AG5288 GEOID HEIGHT- -24.43 (meters) GEOID99 AG5288 DYNAMIC HT - 2.329 (meters) 7.64 (feet) COMP AG5288 MODELED GRAV- 979,173.6 (mgal) NAVD 88 AG5288 AG5288 VERT ORDER - FIRST CLASS I AG5288 AG5288.The horizontal coordinates were scaled from a topographic map and have AG5288.an estimated accuracy of +/- 6 seconds. AG5288 AG5288.The orthometric height was determined by differential leveling AG5288.and adjusted by the National Geodetic Survey in June 1991. AG5288.WARNING-Repeat measurements at this control monument indicate possible AG5288.vertical movement. AG5288 AG5288.This Tidal Bench Mark is designated as VM 1418 AG5288.by the Center for Operational Oceanographic Products and Services. AG5288 AG5288.The geoid height was determined by GEOID99. AG5288 AG5288.The dynamic height is computed by dividing the NAVD 88 AG5288.geopotential number by the normal gravity value computed on the AG5288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5288.degrees latitude (g = 980.6199 gals.). AG5288 AG5288.The modeled gravity was interpolated from observed gravity values. AG5288 AG5288; North East Units Estimated Accuracy AG5288;SPC FL W - 381,280. 138,650. MT (+/- 180 meters Scaled) AG5288 AG5288 SUPERSEDED SURVEY CONTROL AG5288 AG5288 NGVD 29 - 2.600 (m) 8.53 (f) ADJ UNCH 1 1 AG5288 AG5288.Superseded values are not recommended for survey control. AG5288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5288.See file dsdata.txt to determine how the superseded data were derived. AG5288 AG5288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL401731(NAD 83) AG5288_MARKER: DJ = TIDAL STATION DISK AG5288_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AG5288_STAMPING: NO 15 1953 AG5288_MARK LOGO: CGS AG5288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG5288 AG5288 HISTORY - Date Condition Report By AG5288 HISTORY - 1953 MONUMENTED CGS AG5288 HISTORY - 1966 GOOD NGS AG5288 HISTORY - 1975 GOOD NGS AG5288 HISTORY - 1982 GOOD FLDNR AG5288 HISTORY - 19970226 MARK NOT FOUND USPSQD AG5288 HISTORY - 20030226 MARK NOT FOUND USPSQD AG5288 AG5288 STATION DESCRIPTION AG5288 AG5288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG5288'AT ST PETERSBURG. AG5288'AT ST. PETERSBURG, AT THE MUNICIPAL PIER, 0.5 FOOT EAST OF THE AG5288'EAST END OF THE SOUTH CONCRETE GUARD RAIL ALONG THE SOUTH SIDE AG5288'OF 2ND AVENUE NE., 26 FEET NORTHWEST OF HEAD OF STEPS LEADING AG5288'DOWN TO LANDING AND C AND GS TIDE HOUSE AT THE SOUTHWEST CORNER AG5288'OF THE PIER, 20.9 FEET NORTH OF THE NORTHWEST CORNER OF THE TIDE AG5288'HOUSE, ABOUT LEVEL WITH THE AVENUE AND IN THE TOP OF THE CONCRETE AG5288'SIDEWALK. AG5288 AG5288 STATION RECOVERY (1975) AG5288 AG5288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 AG5288'RECOVERED IN GOOD CONDITION. AG5288 AG5288 STATION RECOVERY (1982) AG5288 AG5288'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG5288'RECOVERED IN GOOD CONDITION. AG5288 AG5288 STATION RECOVERY (1997) AG5288 AG5288'RECOVERY NOTE BY US POWER SQUADRON 1997 AG5288'MARK NOT FOUND. AG5288 AG5288 STATION RECOVERY (2003) AG5288 AG5288'RECOVERY NOTE BY US POWER SQUADRON 2003 (SIT) AG5288'AREA HAS BEEN RENOVATED. WALKWAY OF AREA DESCRIBED HAS BEEN COVERED AG5288'WITH A LAYER OF BRICKS. MARK WOULD BE UNDER THESE BRICKS, AND COULD AG5288'NOT BE LOCATED. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5313 *********************************************************************** AG5313 TIDAL BM - This is a Tidal Bench Mark. AG5313 DESIGNATION - 872 6520 TIDAL 4 AG5313 PID - AG5313 AG5313 STATE/COUNTY- FL/PINELLAS AG5313 USGS QUAD - ST PETERSBURG (1987) AG5313 AG5313 *CURRENT SURVEY CONTROL AG5313 ___________________________________________________________________ AG5313* NAD 83(1986)- 27 46 24. (N) 082 37 52. (W) SCALED AG5313* NAVD 88 - 1.194 (meters) 3.92 (feet) ADJUSTED AG5313 ___________________________________________________________________ AG5313 GEOID HEIGHT- -24.42 (meters) GEOID99 AG5313 DYNAMIC HT - 1.192 (meters) 3.91 (feet) COMP AG5313 MODELED GRAV- 979,173.9 (mgal) NAVD 88 AG5313 AG5313 VERT ORDER - FIRST CLASS II AG5313 AG5313.The horizontal coordinates were scaled from a topographic map and have AG5313.an estimated accuracy of +/- 6 seconds. AG5313 AG5313.The orthometric height was determined by differential leveling AG5313.and adjusted by the National Geodetic Survey in June 1991. AG5313 AG5313.This Tidal Bench Mark is designated as VM 1412 AG5313.by the Center for Operational Oceanographic Products and Services. AG5313 AG5313.The geoid height was determined by GEOID99. AG5313 AG5313.The dynamic height is computed by dividing the NAVD 88 AG5313.geopotential number by the normal gravity value computed on the AG5313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5313.degrees latitude (g = 980.6199 gals.). AG5313 AG5313.The modeled gravity was interpolated from observed gravity values. AG5313 AG5313; North East Units Estimated Accuracy AG5313;SPC FL W - 381,250. 137,800. MT (+/- 180 meters Scaled) AG5313 AG5313 SUPERSEDED SURVEY CONTROL AG5313 AG5313 NGVD 29 - 1.462 (m) 4.80 (f) ADJ UNCH 1 2 AG5313 AG5313.Superseded values are not recommended for survey control. AG5313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5313.See file dsdata.txt to determine how the superseded data were derived. AG5313 AG5313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL392731(NAD 83) AG5313_MARKER: DJ = TIDAL STATION DISK AG5313_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AG5313_STAMPING: NO 4 1925 AG5313_MARK LOGO: CGS AG5313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5313+STABILITY: SURFACE MOTION AG5313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG5313+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2003 AG5313 AG5313 HISTORY - Date Condition Report By AG5313 HISTORY - 1925 MONUMENTED CGS AG5313 HISTORY - 1949 GOOD NGS AG5313 HISTORY - 1966 MARK NOT FOUND NGS AG5313 HISTORY - 1982 GOOD FLDNR AG5313 HISTORY - 19970226 MARK NOT FOUND USPSQD AG5313 HISTORY - 20030221 GOOD USPSQD AG5313 AG5313 STATION DESCRIPTION AG5313 AG5313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 AG5313'AT ST PETERSBURG. AG5313'AT ST. PETERSBURG, AT THE ENTRANCE TO THE CENTRAL YACHT BASIN, AG5313'2 FEET NORTHWEST OF THE FIRST BEND IN THE BULKHEAD, NORTH OF AG5313'THE INSIDE OF THE ENTRANCE, AND IN THE TOP OF THE NORTH WALL. AG5313'A STANDARD DISK, STAMPED NO 4 1925. AG5313 AG5313 STATION RECOVERY (1966) AG5313 AG5313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 AG5313'MARK NOT FOUND. AG5313 AG5313 STATION RECOVERY (1982) AG5313 AG5313'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG5313'RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT ADD AG5313'MARK IS 27 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH AG5313'EXTENSION OF THE SENIOR CITIZENS CENTER DANCE HALL. AG5313 AG5313 STATION RECOVERY (1997) AG5313 AG5313'RECOVERY NOTE BY US POWER SQUADRON 1997 AG5313'MARK NOT FOUND. AG5313 AG5313 STATION RECOVERY (2003) AG5313 AG5313'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEL) AG5313'SENIOR CITIZENS DANCE HALL DEMOLISHED. AG5313'STATION MARK LOCATED 5 FEET 8 INCHES NORTH OF MONUMENT DEDICATED TO AG5313'WORLDS FIRST SCHEDULED AIR SCHEDULED AIRLINE. 68 FEET 2 INCHES SOUTH AG5313'OF BROWN TWO LAMP LIGHT POLE LEADING TO MUNICIPAL PIER. 29 FEET FROM AG5313'SEAWALL. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7431 *********************************************************************** AG7431 DESIGNATION - 872 6594 F TIDAL FLDNR AG7431 PID - AG7431 AG7431 STATE/COUNTY- FL/PINELLAS AG7431 USGS QUAD - PORT TAMPA (1983) AG7431 AG7431 *CURRENT SURVEY CONTROL AG7431 ___________________________________________________________________ AG7431* NAD 83(1986)- 27 50 37. (N) 082 36 35. (W) SCALED AG7431* NAVD 88 - 0.680 (meters) 2.23 (feet) ADJUSTED AG7431 ___________________________________________________________________ AG7431 GEOID HEIGHT- -24.56 (meters) GEOID99 AG7431 DYNAMIC HT - 0.679 (meters) 2.23 (feet) COMP AG7431 MODELED GRAV- 979,179.3 (mgal) NAVD 88 AG7431 AG7431 VERT ORDER - SECOND CLASS I AG7431 AG7431.The horizontal coordinates were scaled from a topographic map and have AG7431.an estimated accuracy of +/- 6 seconds. AG7431 AG7431.The orthometric height was determined by differential leveling AG7431.and adjusted by the National Geodetic Survey in June 1991. AG7431 AG7431.The geoid height was determined by GEOID99. AG7431 AG7431.The dynamic height is computed by dividing the NAVD 88 AG7431.geopotential number by the normal gravity value computed on the AG7431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7431.degrees latitude (g = 980.6199 gals.). AG7431 AG7431.The modeled gravity was interpolated from observed gravity values. AG7431 AG7431; North East Units Estimated Accuracy AG7431;SPC FL W - 389,030. 139,940. MT (+/- 180 meters Scaled) AG7431 AG7431 SUPERSEDED SURVEY CONTROL AG7431 AG7431 NGVD 29 - 0.942 (m) 3.09 (f) ADJ UNCH 2 1 AG7431 AG7431.Superseded values are not recommended for survey control. AG7431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7431.See file dsdata.txt to determine how the superseded data were derived. AG7431 AG7431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL414809(NAD 83) AG7431_MARKER: DJ = TIDAL STATION DISK AG7431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AG7431_STAMPING: 6594 F 1982 AG7431_MARK LOGO: FLDNR AG7431_PROJECTION: PROJECTING 20 CENTIMETERS AG7431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7431_ROD/PIPE-DEPTH: 12.2 meters AG7431 AG7431 HISTORY - Date Condition Report By AG7431 HISTORY - 1982 MONUMENTED FLDNR AG7431 HISTORY - 19990216 MARK NOT FOUND USPSQD AG7431 HISTORY - 20010331 MARK NOT FOUND NGS AG7431 AG7431 STATION DESCRIPTION AG7431 AG7431'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7431'IN ST PETERSBURG. AG7431'BEGIN AT THE INTERSECTION OF 4TH STREET NORTH (STATE ROAD 687) AND AG7431'GANDY BOULEVARD (U.S. HIGHWAY 92/STATE ROAD 600), GO 1.15 MILES AG7431'EAST ON GANDY BOULEVARD TO THE T-JUNCTION OF SAN MARTIN BOULEVARD, AG7431'GO 1.0 MILE SOUTH ON SAN MARTIN BOULEVARD TO THE Y-JUNCTION OF AG7431'WEEDON DRIVE, GO 0.3 MILE EAST AND SOUTH ON WEEDON DRIVE AG7431'TO THE END OF THE PAVEMENT, CONTINUE 1.45 MILES SOUTH ON THE DIRT AG7431'ROAD TO THE MARK. THE MARK BEARS 17.4 FEET NORTHWEST OF THE AG7431'CENTERLINE OF THE ROAD AND 332.3 FEET NORTH OF THE CENTER OF A AG7431'METAL GUARDRAIL THAT BLOCKS THE BEGINNING OF THE ABANDONED WEEDON AG7431'ISLAND BRIDGE. AG7431'THE MARK IS 1.2 FT SE FROM A WITNESS POST. AG7431 AG7431 STATION RECOVERY (1999) AG7431 AG7431'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7431'MARK NOT FOUND. AG7431 AG7431 STATION RECOVERY (2001) AG7431 AG7431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7431'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7430 *********************************************************************** AG7430 DESIGNATION - 872 6594 G TIDAL FLDNR AG7430 PID - AG7430 AG7430 STATE/COUNTY- FL/PINELLAS AG7430 USGS QUAD - PORT TAMPA (1983) AG7430 AG7430 *CURRENT SURVEY CONTROL AG7430 ___________________________________________________________________ AG7430* NAD 83(1986)- 27 50 37. (N) 082 36 35. (W) SCALED AG7430* NAVD 88 - 1.507 (meters) 4.94 (feet) ADJUSTED AG7430 ___________________________________________________________________ AG7430 GEOID HEIGHT- -24.56 (meters) GEOID99 AG7430 DYNAMIC HT - 1.504 (meters) 4.93 (feet) COMP AG7430 MODELED GRAV- 979,179.3 (mgal) NAVD 88 AG7430 AG7430 VERT ORDER - SECOND CLASS I AG7430 AG7430.The horizontal coordinates were scaled from a topographic map and have AG7430.an estimated accuracy of +/- 6 seconds. AG7430 AG7430.The orthometric height was determined by differential leveling AG7430.and adjusted by the National Geodetic Survey in June 1991. AG7430 AG7430.The geoid height was determined by GEOID99. AG7430 AG7430.The dynamic height is computed by dividing the NAVD 88 AG7430.geopotential number by the normal gravity value computed on the AG7430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7430.degrees latitude (g = 980.6199 gals.). AG7430 AG7430.The modeled gravity was interpolated from observed gravity values. AG7430 AG7430; North East Units Estimated Accuracy AG7430;SPC FL W - 389,030. 139,940. MT (+/- 180 meters Scaled) AG7430 AG7430 SUPERSEDED SURVEY CONTROL AG7430 AG7430 NGVD 29 - 1.769 (m) 5.80 (f) ADJ UNCH 2 1 AG7430 AG7430.Superseded values are not recommended for survey control. AG7430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7430.See file dsdata.txt to determine how the superseded data were derived. AG7430 AG7430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL414809(NAD 83) AG7430_MARKER: DJ = TIDAL STATION DISK AG7430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AG7430_STAMPING: 6594 G 1982 AG7430_MARK LOGO: FLDNR AG7430_PROJECTION: PROJECTING 46 CENTIMETERS AG7430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7430_ROD/PIPE-DEPTH: 12.2 meters AG7430 AG7430 HISTORY - Date Condition Report By AG7430 HISTORY - 1982 MONUMENTED FLDNR AG7430 HISTORY - 19990216 MARK NOT FOUND USPSQD AG7430 HISTORY - 20010331 MARK NOT FOUND NGS AG7430 AG7430 STATION DESCRIPTION AG7430 AG7430'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7430'IN ST PETERSBURG. AG7430'BEGIN AT THE INTERSECTION OF 4TH STREET NORTH (STATE ROAD 687) AND AG7430'GANDY BOULEVARD (U.S. HIGHWAY 92/STATE ROAD 600), GO 1.15 MILES AG7430'EAST ON GANDY BOULEVARD TO THE T-JUNCTION OF SAN MARTIN BOULEVARD, AG7430'GO 1.0 MILE SOUTH ON SAN MARTIN BOULEVARD TO THE Y-JUNCTION OF AG7430'WEEDON DRIVE, GO 0.3 MILE EAST AND SOUTH ON WEEDON DRIVE TO THE AG7430'END OF THE PAVEMENT, CONTINUE 0.45 MILE SOUTH ON THE DIRT ROAD AG7430'TO THE MARK. THE MARK BEARS 17.0 FEET EAST OF THE CENTERLINE OF AG7430'THE ROAD AND 3.5 FEET NORTHWEST OF POWER POLE 186402. THE DISK IS AG7430'A FLORIDA TIDAL BENCH MARK. AG7430'THE MARK IS 1.3 FT W FROM A WITNESS POST. AG7430'THE MARK IS 1 FT ABOVE ROAD. AG7430 AG7430 STATION RECOVERY (1999) AG7430 AG7430'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7430'MARK NOT FOUND. AG7430 AG7430 STATION RECOVERY (2001) AG7430 AG7430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7430'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7432 *********************************************************************** AG7432 TIDAL BM - This is a Tidal Bench Mark. AG7432 DESIGNATION - 872 6603 B TIDAL AG7432 PID - AG7432 AG7432 STATE/COUNTY- FL/PINELLAS AG7432 USGS QUAD - PORT TAMPA (1983) AG7432 AG7432 *CURRENT SURVEY CONTROL AG7432 ___________________________________________________________________ AG7432* NAD 83(1986)- 27 51 19. (N) 082 37 26. (W) SCALED AG7432* NAVD 88 - 1.125 (meters) 3.69 (feet) ADJUSTED AG7432 ___________________________________________________________________ AG7432 GEOID HEIGHT- -24.55 (meters) GEOID99 AG7432 DYNAMIC HT - 1.123 (meters) 3.68 (feet) COMP AG7432 MODELED GRAV- 979,180.5 (mgal) NAVD 88 AG7432 AG7432 VERT ORDER - SECOND CLASS I AG7432 AG7432.The horizontal coordinates were scaled from a topographic map and have AG7432.an estimated accuracy of +/- 6 seconds. AG7432 AG7432.The orthometric height was determined by differential leveling AG7432.and adjusted by the National Geodetic Survey in June 1991. AG7432 AG7432.This Tidal Bench Mark is designated as VM 10667 AG7432.by the Center for Operational Oceanographic Products and Services. AG7432 AG7432.The geoid height was determined by GEOID99. AG7432 AG7432.The dynamic height is computed by dividing the NAVD 88 AG7432.geopotential number by the normal gravity value computed on the AG7432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7432.degrees latitude (g = 980.6199 gals.). AG7432 AG7432.The modeled gravity was interpolated from observed gravity values. AG7432 AG7432; North East Units Estimated Accuracy AG7432;SPC FL W - 390,330. 138,550. MT (+/- 180 meters Scaled) AG7432 AG7432 SUPERSEDED SURVEY CONTROL AG7432 AG7432 NGVD 29 - 1.387 (m) 4.55 (f) ADJ UNCH 2 1 AG7432 AG7432.Superseded values are not recommended for survey control. AG7432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7432.See file dsdata.txt to determine how the superseded data were derived. AG7432 AG7432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL401822(NAD 83) AG7432_MARKER: DJ = TIDAL STATION DISK AG7432_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AG7432_STAMPING: 6603 B 1976 AG7432_MARK LOGO: NOS AG7432_PROJECTION: FLUSH AG7432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7432_ROD/PIPE-DEPTH: 12.2 meters AG7432 AG7432 HISTORY - Date Condition Report By AG7432 HISTORY - 1976 MONUMENTED NOS AG7432 HISTORY - 1982 GOOD FLDNR AG7432 HISTORY - 19990209 GOOD USPSQD AG7432 HISTORY - 20010331 GOOD NGS AG7432 AG7432 STATION DESCRIPTION AG7432 AG7432'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7432'IN ST PETERSBURG. AG7432'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD) AND AG7432'STATE ROAD 687 (4TH STREET NORTH), GO 1.15 MILES EAST ON U.S. 92 TO AG7432'SAN MARTIN BOULEVARD, GO 1.15 MILES SOUTHERLY ON SAN MARTIN AG7432'BOULEVARD TO THE MARK. THE MARK BEARS 42 FEET EAST OF THE AG7432'CENTERLINE OF THE BOULEVARD, 27.5 FEET NORTH OF THE CENTERLINE OF AG7432'WEEDON DRIVE N.E., 6 FEET NORTHEAST OF TELEPHONE POLE NO 9010, AG7432'AND 42.5 FEET WEST OF A LONE CABBAGE PALM. AG7432 AG7432 STATION RECOVERY (1999) AG7432 AG7432'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7432'RECOVERED IN GOOD CONDITION. AG7432 AG7432 STATION RECOVERY (2001) AG7432 AG7432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7432'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7433 *********************************************************************** AG7433 TIDAL BM - This is a Tidal Bench Mark. AG7433 DESIGNATION - 872 6603 C TIDAL AG7433 PID - AG7433 AG7433 STATE/COUNTY- FL/PINELLAS AG7433 USGS QUAD - PORT TAMPA (1983) AG7433 AG7433 *CURRENT SURVEY CONTROL AG7433 ___________________________________________________________________ AG7433* NAD 83(1986)- 27 51 07. (N) 082 37 26. (W) SCALED AG7433* NAVD 88 - 1.729 (meters) 5.67 (feet) ADJUSTED AG7433 ___________________________________________________________________ AG7433 GEOID HEIGHT- -24.55 (meters) GEOID99 AG7433 DYNAMIC HT - 1.726 (meters) 5.66 (feet) COMP AG7433 MODELED GRAV- 979,180.2 (mgal) NAVD 88 AG7433 AG7433 VERT ORDER - SECOND CLASS I AG7433 AG7433.The horizontal coordinates were scaled from a topographic map and have AG7433.an estimated accuracy of +/- 6 seconds. AG7433 AG7433.The orthometric height was determined by differential leveling AG7433.and adjusted by the National Geodetic Survey in June 1991. AG7433 AG7433.This Tidal Bench Mark is designated as VM 10668 AG7433.by the Center for Operational Oceanographic Products and Services. AG7433 AG7433.The geoid height was determined by GEOID99. AG7433 AG7433.The dynamic height is computed by dividing the NAVD 88 AG7433.geopotential number by the normal gravity value computed on the AG7433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7433.degrees latitude (g = 980.6199 gals.). AG7433 AG7433.The modeled gravity was interpolated from observed gravity values. AG7433 AG7433; North East Units Estimated Accuracy AG7433;SPC FL W - 389,960. 138,550. MT (+/- 180 meters Scaled) AG7433 AG7433 SUPERSEDED SURVEY CONTROL AG7433 AG7433 NGVD 29 - 1.991 (m) 6.53 (f) ADJ UNCH 2 1 AG7433 AG7433.Superseded values are not recommended for survey control. AG7433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7433.See file dsdata.txt to determine how the superseded data were derived. AG7433 AG7433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL401818(NAD 83) AG7433_MARKER: DJ = TIDAL STATION DISK AG7433_SETTING: 32 = BRIDGE WINGWALL AG7433_STAMPING: 6603 C 1976 AG7433_MARK LOGO: NOS AG7433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7433+STABILITY: SURFACE MOTION AG7433 AG7433 HISTORY - Date Condition Report By AG7433 HISTORY - 1976 MONUMENTED NOS AG7433 HISTORY - 1982 GOOD FLDNR AG7433 HISTORY - 19990209 GOOD USPSQD AG7433 HISTORY - 20010331 GOOD NGS AG7433 AG7433 STATION DESCRIPTION AG7433 AG7433'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7433'IN ST PETERSBURG. AG7433'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD) AND AG7433'STATE ROAD 687 (4TH STREET NORTH), GO 1.15 MILES EAST ON U.S. 92 TO AG7433'SAN MARTIN BOULEVARD, GO 1.40 MILES SOUTHERLY ON SAN MARTIN AG7433'BOULEVARD TO A BRIDGE AND THE MARK. THE MARK IS SET IN THE AG7433'NORTHWEST WINGWALL, 27 FEET WEST OF THE CENTERLINE OF THE BOULEVARD, AG7433'AND 2 FEET FROM THE END OF THE WINGWALL. AG7433'THE MARK IS 2 FT BELOW ROAD. AG7433 AG7433 STATION RECOVERY (1999) AG7433 AG7433'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7433'RECOVERED IN GOOD CONDITION. AG7433 AG7433 STATION RECOVERY (2001) AG7433 AG7433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7433'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7434 *********************************************************************** AG7434 TIDAL BM - This is a Tidal Bench Mark. AG7434 DESIGNATION - 872 6605 B TIDAL AG7434 PID - AG7434 AG7434 STATE/COUNTY- FL/PINELLAS AG7434 USGS QUAD - ST PETERSBURG (1987) AG7434 AG7434 *CURRENT SURVEY CONTROL AG7434 ___________________________________________________________________ AG7434* NAD 83(1986)- 27 50 50. (N) 082 37 46. (W) SCALED AG7434* NAVD 88 - 1.572 (meters) 5.16 (feet) ADJUSTED AG7434 ___________________________________________________________________ AG7434 GEOID HEIGHT- -24.53 (meters) GEOID99 AG7434 DYNAMIC HT - 1.570 (meters) 5.15 (feet) COMP AG7434 MODELED GRAV- 979,180.0 (mgal) NAVD 88 AG7434 AG7434 VERT ORDER - SECOND CLASS I AG7434 AG7434.The horizontal coordinates were scaled from a topographic map and have AG7434.an estimated accuracy of +/- 6 seconds. AG7434 AG7434.The orthometric height was determined by differential leveling AG7434.and adjusted by the National Geodetic Survey in June 1991. AG7434 AG7434.This Tidal Bench Mark is designated as VM 11290 AG7434.by the Center for Operational Oceanographic Products and Services. AG7434 AG7434.The geoid height was determined by GEOID99. AG7434 AG7434.The dynamic height is computed by dividing the NAVD 88 AG7434.geopotential number by the normal gravity value computed on the AG7434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7434.degrees latitude (g = 980.6199 gals.). AG7434 AG7434.The modeled gravity was interpolated from observed gravity values. AG7434 AG7434; North East Units Estimated Accuracy AG7434;SPC FL W - 389,440. 138,000. MT (+/- 180 meters Scaled) AG7434 AG7434 SUPERSEDED SURVEY CONTROL AG7434 AG7434 NGVD 29 - 1.833 (m) 6.01 (f) ADJ UNCH 2 1 AG7434 AG7434.Superseded values are not recommended for survey control. AG7434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7434.See file dsdata.txt to determine how the superseded data were derived. AG7434 AG7434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL395813(NAD 83) AG7434_MARKER: DJ = TIDAL STATION DISK AG7434_SETTING: 35 = CONCRETE STEP AG7434_STAMPING: 6605 B 1976 AG7434_MARK LOGO: NOS AG7434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7434+STABILITY: SURFACE MOTION AG7434 AG7434 HISTORY - Date Condition Report By AG7434 HISTORY - 1976 MONUMENTED NOS AG7434 HISTORY - 1982 GOOD FLDNR AG7434 HISTORY - 19990209 MARK NOT FOUND USPSQD AG7434 HISTORY - 20010331 MARK NOT FOUND NGS AG7434 AG7434 STATION DESCRIPTION AG7434 AG7434'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7434'IN ST PETERSBURG. AG7434'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD) AG7434'AND 4TH STREET NORTH (STATE ROAD 686 AND U.S. 92 SOUTH), GO 1.15 AG7434'MILES SOUTH ON 4TH STREET TO 83RD AVENUE NORTH, GO 0.5 MILE AG7434'EAST ON 83RD AVENUE NORTH TO MACOMA DRIVE NORTH, GO 0.05 MILE AG7434'SOUTH ON MACOMA DRIVE NORTH TO THE RIO VISTA SCHOOL AND THE AG7434'MARK. THE MARK IS SET IN THE CONCRETE STEPS FOR THE FORMER AG7434'SCHOOL ENTRANCE, 48.3 FEET SOUTH OF THE NORTHWEST CORNER OF AG7434'THE BUILDING AND 83 FEET EAST-SOUTHEAST OF TRIANGULATION AG7434'STATION RIO 1973. AG7434'THE MARK IS 1 FT ABOVE GROUND. AG7434 AG7434 STATION RECOVERY (1999) AG7434 AG7434'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7434'MARK NOT FOUND. AG7434 AG7434 STATION RECOVERY (2001) AG7434 AG7434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7434'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7485 *********************************************************************** AG7485 TIDAL BM - This is a Tidal Bench Mark. AG7485 DESIGNATION - 872 6612 A TIDAL AG7485 PID - AG7485 AG7485 STATE/COUNTY- FL/PINELLAS AG7485 USGS QUAD - PORT TAMPA (1983) AG7485 AG7485 *CURRENT SURVEY CONTROL AG7485 ___________________________________________________________________ AG7485* NAD 83(1986)- 27 51 48. (N) 082 36 57. (W) SCALED AG7485* NAVD 88 - 0.943 (meters) 3.09 (feet) ADJUSTED AG7485 ___________________________________________________________________ AG7485 GEOID HEIGHT- -24.58 (meters) GEOID99 AG7485 DYNAMIC HT - 0.942 (meters) 3.09 (feet) COMP AG7485 MODELED GRAV- 979,181.0 (mgal) NAVD 88 AG7485 AG7485 VERT ORDER - SECOND CLASS I AG7485 AG7485.The horizontal coordinates were scaled from a topographic map and have AG7485.an estimated accuracy of +/- 6 seconds. AG7485 AG7485.The orthometric height was determined by differential leveling AG7485.and adjusted by the National Geodetic Survey in June 1991. AG7485 AG7485.This Tidal Bench Mark is designated as VM 10672 AG7485.by the Center for Operational Oceanographic Products and Services. AG7485 AG7485.The geoid height was determined by GEOID99. AG7485 AG7485.The dynamic height is computed by dividing the NAVD 88 AG7485.geopotential number by the normal gravity value computed on the AG7485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7485.degrees latitude (g = 980.6199 gals.). AG7485 AG7485.The modeled gravity was interpolated from observed gravity values. AG7485 AG7485; North East Units Estimated Accuracy AG7485;SPC FL W - 391,220. 139,350. MT (+/- 180 meters Scaled) AG7485 AG7485 SUPERSEDED SURVEY CONTROL AG7485 AG7485 NGVD 29 - 1.206 (m) 3.96 (f) ADJ UNCH 2 1 AG7485 AG7485.Superseded values are not recommended for survey control. AG7485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7485.See file dsdata.txt to determine how the superseded data were derived. AG7485 AG7485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL409831(NAD 83) AG7485_MARKER: DJ = TIDAL STATION DISK AG7485_SETTING: 32 = CONCRETE SEAWALL AG7485_STAMPING: 6612 A 1976 AG7485_MARK LOGO: NOS AG7485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7485+STABILITY: SURFACE MOTION AG7485 AG7485 HISTORY - Date Condition Report By AG7485 HISTORY - 1976 MONUMENTED NOS AG7485 HISTORY - 1982 GOOD FLDNR AG7485 HISTORY - 19990216 MARK NOT FOUND USPSQD AG7485 HISTORY - 20010331 MARK NOT FOUND NGS AG7485 AG7485 STATION DESCRIPTION AG7485 AG7485'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7485'IN ST PETERSBURG. AG7485'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD) AND AG7485'STATE ROAD 687 (4TH STREET NORTH), GO 1.35 MILES EAST ON GANDY AG7485'BOULEVARD TO SNUG HARBOR ROAD, GO SOUTH ON SNUG HARBOR ROAD TO ITS AG7485'END AND THE MARK. THE MARK IS ON THE SEAWALL FOR SNUG HARBOR AG7485'DINGHYS, 65.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE OFFICE, AG7485'8.5 FEET EAST OF A WALL FOR A BOAT WORK TOOL SHED AND DOCK, AND 0.9 AG7485'FOOT NORTH OF THE WATERS EDGE. AG7485 AG7485 STATION RECOVERY (1999) AG7485 AG7485'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7485'MARK NOT FOUND. AG7485 AG7485 STATION RECOVERY (2001) AG7485 AG7485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7485'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7484 *********************************************************************** AG7484 TIDAL BM - This is a Tidal Bench Mark. AG7484 DESIGNATION - 872 6612 B TIDAL AG7484 PID - AG7484 AG7484 STATE/COUNTY- FL/PINELLAS AG7484 USGS QUAD - PORT TAMPA (1983) AG7484 AG7484 *CURRENT SURVEY CONTROL AG7484 ___________________________________________________________________ AG7484* NAD 83(1986)- 27 52 11. (N) 082 37 02. (W) SCALED AG7484* NAVD 88 - 1.530 (meters) 5.02 (feet) ADJUSTED AG7484 ___________________________________________________________________ AG7484 GEOID HEIGHT- -24.58 (meters) GEOID99 AG7484 DYNAMIC HT - 1.528 (meters) 5.01 (feet) COMP AG7484 MODELED GRAV- 979,181.5 (mgal) NAVD 88 AG7484 AG7484 VERT ORDER - SECOND CLASS I AG7484 AG7484.The horizontal coordinates were scaled from a topographic map and have AG7484.an estimated accuracy of +/- 6 seconds. AG7484 AG7484.The orthometric height was determined by differential leveling AG7484.and adjusted by the National Geodetic Survey in June 1991. AG7484 AG7484.This Tidal Bench Mark is designated as VM 10673 AG7484.by the Center for Operational Oceanographic Products and Services. AG7484 AG7484.The geoid height was determined by GEOID99. AG7484 AG7484.The dynamic height is computed by dividing the NAVD 88 AG7484.geopotential number by the normal gravity value computed on the AG7484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7484.degrees latitude (g = 980.6199 gals.). AG7484 AG7484.The modeled gravity was interpolated from observed gravity values. AG7484 AG7484; North East Units Estimated Accuracy AG7484;SPC FL W - 391,930. 139,220. MT (+/- 180 meters Scaled) AG7484 AG7484 SUPERSEDED SURVEY CONTROL AG7484 AG7484 NGVD 29 - 1.793 (m) 5.88 (f) ADJ UNCH 2 1 AG7484 AG7484.Superseded values are not recommended for survey control. AG7484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7484.See file dsdata.txt to determine how the superseded data were derived. AG7484 AG7484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL407838(NAD 83) AG7484_MARKER: DJ = TIDAL STATION DISK AG7484_SETTING: 30 = CONCRETE BOX DRAIN AG7484_STAMPING: 6612 B 1976 AG7484_MARK LOGO: NOS AG7484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7484 AG7484 HISTORY - Date Condition Report By AG7484 HISTORY - 1976 MONUMENTED NOS AG7484 HISTORY - 1982 GOOD FLDNR AG7484 HISTORY - 19991116 GOOD USPSQD AG7484 HISTORY - 20010331 GOOD NGS AG7484 AG7484 STATION DESCRIPTION AG7484 AG7484'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7484'IN ST PETERSBURG. AG7484'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD) AND AG7484'STATE ROAD 687 (4TH STREET NORTH), GO 1.4 MILES EAST ON GANDY AG7484'BOULEVARD TO THE MARK. THE MARK IS SET IN THE NORTHEAST CORNER OF AG7484'A BOX DRAIN WITH IRON GRATING, 32 FEET SOUTH OF THE CENTERLINE OF AG7484'THE WESTBOUND LANE, 32 FEET NORTH OF THE CENTERLINE OF THE EASTBOUND AG7484'LANE, 189 FEET WEST OF THE EXTENDED CENTERLINE OF SAN FERNANDO AG7484'BOULEVARD, AND 149 FEET WEST OF A LINE OF RADIO TOWERS (WLCY). AG7484'THE MARK IS 3 FT BELOW ROAD. AG7484 AG7484 STATION RECOVERY (1999) AG7484 AG7484'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7484'RECOVERED IN GOOD CONDITION. AG7484 AG7484 STATION RECOVERY (2001) AG7484 AG7484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7484'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7483 *********************************************************************** AG7483 TIDAL BM - This is a Tidal Bench Mark. AG7483 DESIGNATION - 872 6612 C TIDAL AG7483 PID - AG7483 AG7483 STATE/COUNTY- FL/PINELLAS AG7483 USGS QUAD - PORT TAMPA (1983) AG7483 AG7483 *CURRENT SURVEY CONTROL AG7483 ___________________________________________________________________ AG7483* NAD 83(1986)- 27 52 13. (N) 082 36 59. (W) SCALED AG7483* NAVD 88 - 1.514 (meters) 4.97 (feet) ADJUSTED AG7483 ___________________________________________________________________ AG7483 GEOID HEIGHT- -24.59 (meters) GEOID99 AG7483 DYNAMIC HT - 1.512 (meters) 4.96 (feet) COMP AG7483 MODELED GRAV- 979,181.5 (mgal) NAVD 88 AG7483 AG7483 VERT ORDER - SECOND CLASS I AG7483 AG7483.The horizontal coordinates were scaled from a topographic map and have AG7483.an estimated accuracy of +/- 6 seconds. AG7483 AG7483.The orthometric height was determined by differential leveling AG7483.and adjusted by the National Geodetic Survey in June 1991. AG7483 AG7483.This Tidal Bench Mark is designated as VM 10674 AG7483.by the Center for Operational Oceanographic Products and Services. AG7483 AG7483.The geoid height was determined by GEOID99. AG7483 AG7483.The dynamic height is computed by dividing the NAVD 88 AG7483.geopotential number by the normal gravity value computed on the AG7483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7483.degrees latitude (g = 980.6199 gals.). AG7483 AG7483.The modeled gravity was interpolated from observed gravity values. AG7483 AG7483; North East Units Estimated Accuracy AG7483;SPC FL W - 391,990. 139,300. MT (+/- 180 meters Scaled) AG7483 AG7483 SUPERSEDED SURVEY CONTROL AG7483 AG7483 NGVD 29 - 1.777 (m) 5.83 (f) ADJ UNCH 2 1 AG7483 AG7483.Superseded values are not recommended for survey control. AG7483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7483.See file dsdata.txt to determine how the superseded data were derived. AG7483 AG7483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL408838(NAD 83) AG7483_MARKER: DJ = TIDAL STATION DISK AG7483_SETTING: 32 = CULVERT HEADWALL AG7483_STAMPING: 6612 C 1976 AG7483_MARK LOGO: NOS AG7483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7483+STABILITY: SURFACE MOTION AG7483 AG7483 HISTORY - Date Condition Report By AG7483 HISTORY - 1976 MONUMENTED NOS AG7483 HISTORY - 1982 GOOD FLDNR AG7483 HISTORY - 19991116 GOOD USPSQD AG7483 HISTORY - 20010331 GOOD NGS AG7483 AG7483 STATION DESCRIPTION AG7483 AG7483'DESCRIBED BY FL DEPT OF NAT RES 1982 AG7483'IN ST PETERSBURG. AG7483'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD) AND AG7483'STATE ROAD 687 (4TH STREET NORTH), GO 1.45 MILES EAST ON GANDY AG7483'BOULEVARD TO THE JUNCTION OF SAN FERNANDO BOULEVARD AND THE MARK. AG7483'THE MARK IS DUE NORTH OF THE JUNCTION, 54.5 FEET EAST OF A LINE OF AG7483'RADIO TOWERS (WLCY), 43.8 FEET NORTHEAST OF LIGHT POLE 653, AND AG7483'SET IN THE TOP OF THE SOUTHWEST CORNER OF THE CULVERT. AG7483'THE MARK IS ABOVE LEVEL WITH ROAD. AG7483 AG7483 STATION RECOVERY (1999) AG7483 AG7483'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7483'RECOVERED IN GOOD CONDITION. AG7483 AG7483 STATION RECOVERY (2001) AG7483 AG7483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7483'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7252 *********************************************************************** AL7252 DESIGNATION - AURAL J RESET AL7252 PID - AL7252 AL7252 STATE/COUNTY- FL/PINELLAS AL7252 USGS QUAD - DUNEDIN (1987) AL7252 AL7252 *CURRENT SURVEY CONTROL AL7252 ___________________________________________________________________ AL7252* NAD 83(1986)- 28 00 43. (N) 082 49 29. (W) SCALED AL7252* NAVD 88 - 0.86 (+/-2cm) 2.8 (feet) VERTCON AL7252 ___________________________________________________________________ AL7252 GEOID HEIGHT- -24.55 (meters) GEOID99 AL7252 AL7252 VERT ORDER - THIRD (See Below) AL7252 AL7252.The horizontal coordinates were scaled from a topographic map and have AL7252.an estimated accuracy of +/- 6 seconds. AL7252 AL7252.The NAVD 88 height was computed by applying the VERTCON shift value to AL7252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL7252.The vertical order pertains to the superseded datum. AL7252 AL7252.The geoid height was determined by GEOID99. AL7252 AL7252; North East Units Estimated Accuracy AL7252;SPC FL W - 407,810. 118,890. MT (+/- 180 meters Scaled) AL7252 AL7252 SUPERSEDED SURVEY CONTROL AL7252 AL7252 NGVD 29 - 1.12 (m) 3.7 (f) RESET 3 AL7252 AL7252.Superseded values are not recommended for survey control. AL7252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7252.See file dsdata.txt to determine how the superseded data were derived. AL7252 AL7252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL205998(NAD 83) AL7252_MARKER: DB = BENCH MARK DISK AL7252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7252_STAMPING: AURAL J BM AL7252_PROJECTION: FLUSH AL7252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7252+STABILITY: SURFACE MOTION AL7252 AL7252 HISTORY - Date Condition Report By AL7252 HISTORY - 1976 MONUMENTED FL-103 AL7252 AL7252 STATION DESCRIPTION AL7252 AL7252'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 AL7252'IN CLEARWATER. AL7252'2.0 MILES WESTERLY ALONG STATE ROUTE 60 (CLEARWATER MEMORIAL AL7252'CAUSEWAY) FROM THE INTERSECTION OF NORTH FORT HARRISON AVENUE AL7252'(U.S. ALT HIGHWAY 19) AND CLEVELAND STREET (STATE ROUTE 60) TO AL7252'THE INTERSECTION OF MARIANNE STREET AND MANDALAY AVENUE, THENCE AL7252'RIGHT AND GO NORTHERLY ALONG MANDALAY AVENUE FOR 1.8 MILES TO AL7252'THE INTERSECTION WITH BAYESPLANADE, THENCE LEFT AND NORTHWESTERLY AL7252'ON BAY ESPLANADE FOR 0.2 MILE TO A PRIVATE ENTRANCE TO MANDALAY AL7252'POINT, CONTINUE NORTHERLY FOO 0.3 MILE TO MARK ON RIGHT, 15.0 FEET AL7252'EAST OF THE CENTERLINE OF A PAVED ROAD, 47.0 FEET NORTH OF THE AL7252'NORTH EDGG OF BOAT DOCK, 6.0 FEET WEST-SOUTHWEST OF THE NORTH AL7252'END OF CONCRETE SEAWALL, 39.8 FEET NORTH OF THE EXTENDED AL7252'CENTERLINE OF A CONCRETE DRIVEWAY(1176MANDALY POINT), 113.2 FEET AL7252'NORTHEAST OF A CONCRETE POWERPOLE NO 6A-27150 R, AND 5.4 FEET AL7252'NORTH-NORTHEAST OF A FIRE HYDRANT. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7251 *********************************************************************** AL7251 DESIGNATION - BRIDGE 2 AL7251 PID - AL7251 AL7251 STATE/COUNTY- FL/PINELLAS AL7251 USGS QUAD - ELFERS (1987) AL7251 AL7251 *CURRENT SURVEY CONTROL AL7251 ___________________________________________________________________ AL7251* NAD 83(1990)- 28 09 20.91929(N) 082 44 25.29289(W) ADJUSTED AL7251* NAVD 88 - 11.31 (+/-2cm) 37.1 (feet) VERTCON AL7251 ___________________________________________________________________ AL7251 LAPLACE CORR- -1.64 (seconds) DEFLEC99 AL7251 GEOID HEIGHT- -25.04 (meters) GEOID99 AL7251 AL7251 HORZ ORDER - SECOND AL7251 VERT ORDER - THIRD (See Below) AL7251 AL7251.The horizontal coordinates were established by classical geodetic methods AL7251.and adjusted by the National Geodetic Survey in May 1991. AL7251 AL7251.The NAVD 88 height was computed by applying the VERTCON shift value to AL7251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL7251.The vertical order pertains to the superseded datum. AL7251 AL7251.The Laplace correction was computed from DEFLEC99 derived deflections. AL7251 AL7251.The geoid height was determined by GEOID99. AL7251 AL7251; North East Units Scale Converg. AL7251;SPC FL W - 423,696.739 127,285.056 MT 1.00000641 -0 20 57.7 AL7251;UTM 17 - 3,115,687.433 329,115.580 MT 0.99996042 -0 49 17.1 AL7251 AL7251: Primary Azimuth Mark Grid Az AL7251:SPC FL W - TARPON SPRINGS FLA PWR MW 177 48 34.7 AL7251:UTM 17 - TARPON SPRINGS FLA PWR MW 178 16 54.1 AL7251 AL7251|---------------------------------------------------------------------| AL7251| PID Reference Object Distance Geod. Az | AL7251| dddmmss.s | AL7251| AL0743 TARPON SPRINGS FLA PWR MW APPROX. 0.9 KM 1772737.0 | AL7251| AL0134 BRIDGE 28.682 METERS 35728 | AL7251|---------------------------------------------------------------------| AL7251 AL7251 SUPERSEDED SURVEY CONTROL AL7251 AL7251 NAD 83(1986)- 28 09 20.92655(N) 082 44 25.30264(W) AD( ) 2 AL7251 NAD 27 - 28 09 19.87815(N) 082 44 25.93853(W) AD( ) 2 AL7251 NGVD 29 - 11.57 (m) 38.0 (f) RESET 3 AL7251 AL7251.Superseded values are not recommended for survey control. AL7251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7251.See file dsdata.txt to determine how the superseded data were derived. AL7251 AL7251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2911615687(NAD 83) AL7251_MARKER: DS = TRIANGULATION STATION DISK AL7251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7251_STAMPING: BRIDGE 2 TOPOGRAPHIC AL7251_PROJECTION: FLUSH AL7251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7251+STABILITY: SURFACE MOTION AL7251 AL7251 HISTORY - Date Condition Report By AL7251 HISTORY - 1977 MONUMENTED NGS AL7251 HISTORY - 1977 GOOD NGS AL7251 HISTORY - 19910508 MARK NOT FOUND USPSQD AL7251 AL7251 STATION DESCRIPTION AL7251 AL7251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN) AL7251'STATION IS LOCATED ABOUT 1-1/4 MILES NORTH-NORTHEAST OF TARPON AL7251'SPRINGS AND IN THE MEDIAN OF U.S. HIGHWAY 19 ON THE SOUTH SIDE AL7251'OF U.S. HIGHWAY OVERPASS OVER THE RAILROAD TRACK. AL7251' AL7251'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND AL7251'STATE HIGHWAY 582 (ABOUT 1 MILE EAST OF TARPON SPRINGS), GO AL7251'NORTH ON U.S. HIGHWAY 19 FOR 0.65 MILE TO AN OVERPASS OVER AL7251'RAILROAD TRACK AND STATION ON LEFT IN MEDIAN. AL7251' AL7251'STATION MARK DISKS ARE STANDARD TRIANGULATION DISKS STAMPED AL7251'TOPOGRAPHIC BRIDGE 2 1977. THE SURFACE MARK IS SET IN THE AL7251'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH AL7251'WITH THE GROUND. IT IS 178 FEET SOUTH OF THE CENTER OF THE AL7251'EAST OVERPASS OVER RAILROAD TRACK, 37 FEET EAST OF THE EAST EDGE AL7251'OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 19, 3 FEET WEST OF THE AL7251'WEST EDGE OF THE NORTH BOUND LANE OF U.S. HIGHWAY 19 AND 2.7 AL7251'FEET NORTH-NORTHEAST OF A METAL WITNESS POST. THE UNDERGROUND AL7251'MARK IS A STANDARD DISK SET IN THE TOP OF AN IRREGULAR MASS AL7251'OF CONCRETE THAT IS SET 36-INCHES BELOW THE GROUND SURFACE. AL7251 AL7251 STATION RECOVERY (1977) AL7251 AL7251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 AL7251'1.25 MI NNE FROM TARPON SPRINGS. AL7251'0.65 MILE NORTH ALONG U.S. HIGHWAY 19 FROM ITS JUNCTION WITH AL7251'STATE HIGHWAY 582, ABOUT 1.0 MILE EAST OF TARPON SPRINGS, ON THE AL7251'SOUTH SIDE OF OVERPASS OVER RAILROAD TRACK, 178.0 FEET SOUTH OF AL7251'THE CENTER OF THE OVERPASS OVER RAILROAD TRACK, 37.0 FEET EAST AL7251'OF THE EAST EDGE OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 19, AND AL7251'3.0 FEET WEST OF THE WEST EDGE OF THE NORTHBOUND LANE OF U.S. AL7251'HIGHWAY 19, IN THE MEDIAN BETWEEN U.S. HIGHWAY 19 NORTH-SOUTH LANES. AL7251'THE MARK IS 2.7 FT NNE FROM A WITNESS POST. AL7251 AL7251 STATION RECOVERY (1991) AL7251 AL7251'RECOVERY NOTE BY US POWER SQUADRON 1991 (LUG) AL7251'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0414 *********************************************************************** AG0414 DESIGNATION - BRIGHTWATER A AG0414 PID - AG0414 AG0414 STATE/COUNTY- FL/PINELLAS AG0414 USGS QUAD - PORT TAMPA (1983) AG0414 AG0414 *CURRENT SURVEY CONTROL AG0414 ___________________________________________________________________ AG0414* NAD 83(1990)- 27 48 31.20780(N) 082 36 59.83441(W) ADJUSTED AG0414* NAVD 88 - 2.607 (meters) 8.55 (feet) ADJUSTED AG0414 ___________________________________________________________________ AG0414 LAPLACE CORR- -1.94 (seconds) DEFLEC99 AG0414 GEOID HEIGHT- -24.49 (meters) GEOID99 AG0414 DYNAMIC HT - 2.603 (meters) 8.54 (feet) COMP AG0414 MODELED GRAV- 979,176.5 (mgal) NAVD 88 AG0414 AG0414 HORZ ORDER - SECOND AG0414 VERT ORDER - SECOND CLASS II AG0414 AG0414.The horizontal coordinates were established by classical geodetic methods AG0414.and adjusted by the National Geodetic Survey in May 1991. AG0414 AG0414.The orthometric height was determined by differential leveling AG0414.and adjusted by the National Geodetic Survey in June 1991. AG0414 AG0414.The Laplace correction was computed from DEFLEC99 derived deflections. AG0414 AG0414.The geoid height was determined by GEOID99. AG0414 AG0414.The dynamic height is computed by dividing the NAVD 88 AG0414.geopotential number by the normal gravity value computed on the AG0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0414.degrees latitude (g = 980.6199 gals.). AG0414 AG0414.The modeled gravity was interpolated from observed gravity values. AG0414 AG0414; North East Units Scale Converg. AG0414;SPC FL W - 385,159.836 139,244.155 MT 0.99998672 -0 17 15.6 AG0414;UTM 17 - 3,077,056.167 340,757.893 MT 0.99991300 -0 45 15.6 AG0414 AG0414: Primary Azimuth Mark Grid Az AG0414:SPC FL W - BRIGHTWATER 137 57 34.2 AG0414:UTM 17 - BRIGHTWATER 138 25 34.2 AG0414 AG0414|---------------------------------------------------------------------| AG0414| PID Reference Object Distance Geod. Az | AG0414| dddmmss.s | AG0414| AG2093 ST PETERSBURG R STA WSUN S TWR APPROX. 8.0 KM 0192728.5 | AG0414| AG2146 BRIGHTWATER APPROX. 1.1 KM 1374018.6 | AG0414| AG2147 BRIGHTWATER A PT A 10.549 METERS 27147 | AG0414| AG2145 ST PETERSBURG TV STA WLCY MAST APPROX. 6.9 KM 3592534.7 | AG0414|---------------------------------------------------------------------| AG0414 AG0414 SUPERSEDED SURVEY CONTROL AG0414 AG0414 NAD 83(1986)- 27 48 31.21278(N) 082 36 59.84646(W) AD( ) 2 AG0414 NAD 27 - 27 48 30.11821(N) 082 37 00.49412(W) AD( ) 2 AG0414 NGVD 29 - 2.871 (m) 9.42 (f) ADJ UNCH 2 2 AG0414 AG0414.Superseded values are not recommended for survey control. AG0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0414.See file dsdata.txt to determine how the superseded data were derived. AG0414 AG0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4075877056(NAD 83) AG0414_MARKER: DD = SURVEY DISK AG0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0414_STAMPING: BRIGHTWATER A AG0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0414+STABILITY: SURFACE MOTION AG0414 AG0414 HISTORY - Date Condition Report By AG0414 HISTORY - 1973 MONUMENTED FL-103 AG0414 HISTORY - 1975 GOOD FLDT AG0414 HISTORY - 1978 GOOD NGS AG0414 HISTORY - 1983 MARK NOT FOUND USPSQD AG0414 HISTORY - 1988 GOOD USPSQD AG0414 HISTORY - 20030223 MARK NOT FOUND USPSQD AG0414 AG0414 STATION DESCRIPTION AG0414 AG0414'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG0414'LOCATED NEAR THE BRIDGE ACROSS SMACKS BAYOU ON 40TH AVENUE NE. AG0414' AG0414'TO REACH FROM U.S. HIGHWAY 92 AND CENTRAL AVENUE IN ST. AG0414'PETERSBURG, GO NORTH ON U.S HIGHWAY 92 (4TH STREET N) FOR 2.5 MILES AG0414'TO 38TH AVENUE N. TURN RIGHT AND GO NORTHEASTWARDLY FOR 0.3 MILE AG0414'TO 40TH AVENUE NE. BEAR RIGHT AND GO EAST ON 40TH AVENUE NE FOR AG0414'1.4 MILES TO STATION ON LEFT, JUST WEST OF BRIDGE AS DESCRIBED. AG0414' AG0414'BRONZE DISK STAMPED BRIGHTWATER-A SET IN THE TOP OF A 12 INCH AG0414'DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE AG0414'GROUND. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF AG0414'CONCRETE 48 INCHES BELOW THE GROUND SURFACE. IT IS ABOUT 70 AG0414'FEET NORTHEAST OF POWER POLE NUMBER 1A55389, 24.3 FEET NORTH AG0414'OF THE CENTER OF 40TH AVENUE NE PAVEMENT, 11.0 FEET EAST OF AG0414'A POINT OF INTERSECTION IN THE CURB, AND 9.0 FEET NORTHWEST OF AG0414'THE NORTHEAST CORNER OF THE BRIDGE. AG0414' AG0414'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0414 AG0414 STATION RECOVERY (1975) AG0414 AG0414'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0414'AT ST PETERSBURG. AG0414'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0414'686) AND 4TH STREET N. (S.R. 687), RUN SOUTHERLY ON 4TH STREET N. AG0414'FOR 4.05 MILE TO THE INTERSECTION OF 38TH AVE. N., TURN LEFT ON AG0414'38TH AVE. N. AND RUN NORTHEASTERLY FOR 0.35 MILE TO THE INTERSECTION AG0414'OF 1ST STREET N. AND 40TH AVE. N., CONTINUE EASTERLY ON 40TH AVE. AG0414'N. FOR 1.05 MILE TO BRIDGE. STATION ON LEFT, 23.5 FT. NORTH OF THE AG0414'CENTERLINE OF 40TH AVE. N., 15.0 FT. SE OF CONCRETE SEAWALL, 9.6 AG0414'FT. EAST OF THE END OF THE CONCRETE RAILING, 1.6 FT. NORTH OF THE AG0414'BACK OF CURB. SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH AG0414'THE GROUND. SECTION 5, T 31S, R 17E AG0414 AG0414 STATION RECOVERY (1978) AG0414 AG0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DF) AG0414'RECOVERED AS DESCRIBED IN GOOD CONDITION. AG0414' AG0414'NEAREST TOWN--ST. PETERSBURG. AG0414' AG0414'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS. AG0414 AG0414 STATION RECOVERY (1983) AG0414 AG0414'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0414'MARK NOT FOUND. AG0414 AG0414 STATION RECOVERY (1988) AG0414 AG0414'RECOVERY NOTE BY US POWER SQUADRON 1988 (ACD) AG0414'RECOVERED IN GOOD CONDITION. AG0414 AG0414 STATION RECOVERY (2003) AG0414 AG0414'RECOVERY NOTE BY US POWER SQUADRON 2003 (TFK) AG0414'BRIDGE WIDENED IN 1990 - AREA WHERE MARKER SHOULD HAVE BEEN FOUND HAS AG0414'BEEN COVERED IN CONCRETE - POLES HAVE BEEN REPLACED WITH NEWLY AG0414'NUMBERED POLES 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0413 *********************************************************************** AG0413 DESIGNATION - BRIGHTWATER B AZ MK 1 AG0413 PID - AG0413 AG0413 STATE/COUNTY- FL/PINELLAS AG0413 USGS QUAD - PORT TAMPA (1983) AG0413 AG0413 *CURRENT SURVEY CONTROL AG0413 ___________________________________________________________________ AG0413* NAD 83(1990)- 27 48 59.33867(N) 082 35 27.12796(W) ADJUSTED AG0413* NAVD 88 - 1.354 (meters) 4.44 (feet) ADJUSTED AG0413 ___________________________________________________________________ AG0413 LAPLACE CORR- -1.83 (seconds) DEFLEC99 AG0413 GEOID HEIGHT- -24.55 (meters) GEOID99 AG0413 DYNAMIC HT - 1.352 (meters) 4.44 (feet) COMP AG0413 MODELED GRAV- 979,176.5 (mgal) NAVD 88 AG0413 AG0413 HORZ ORDER - SECOND AG0413 VERT ORDER - SECOND CLASS II AG0413 AG0413.The horizontal coordinates were established by classical geodetic methods AG0413.and adjusted by the National Geodetic Survey in May 1991. AG0413 AG0413.The orthometric height was determined by differential leveling AG0413.and adjusted by the National Geodetic Survey in June 1991. AG0413 AG0413.The Laplace correction was computed from DEFLEC99 derived deflections. AG0413 AG0413.The geoid height was determined by GEOID99. AG0413 AG0413.The dynamic height is computed by dividing the NAVD 88 AG0413.geopotential number by the normal gravity value computed on the AG0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0413.degrees latitude (g = 980.6199 gals.). AG0413 AG0413.The modeled gravity was interpolated from observed gravity values. AG0413 AG0413; North East Units Scale Converg. AG0413;SPC FL W - 386,013.271 141,785.707 MT 0.99998299 -0 16 32.6 AG0413;UTM 17 - 3,077,888.807 343,306.116 MT 0.99990306 -0 44 33.1 AG0413 AG0413: Primary Azimuth Mark Grid Az AG0413:SPC FL W - BRIGHTWATER 227 28 42.6 AG0413:UTM 17 - BRIGHTWATER 227 56 43.1 AG0413 AG0413|---------------------------------------------------------------------| AG0413| PID Reference Object Distance Geod. Az | AG0413| dddmmss.s | AG0413| AG2146 BRIGHTWATER APPROX. 2.5 KM 2271210.0 | AG0413|---------------------------------------------------------------------| AG0413 AG0413 SUPERSEDED SURVEY CONTROL AG0413 AG0413 NAD 83(1986)- 27 48 59.34349(N) 082 35 27.14009(W) AD( ) 2 AG0413 NAD 27 - 27 48 58.25007(N) 082 35 27.79032(W) AD( ) 2 AG0413 NGVD 29 - 1.616 (m) 5.30 (f) ADJ UNCH 2 2 AG0413 AG0413.Superseded values are not recommended for survey control. AG0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0413.See file dsdata.txt to determine how the superseded data were derived. AG0413 AG0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4330677889(NAD 83) AG0413_MARKER: DD = SURVEY DISK AG0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0413_STAMPING: BRIGHTWATER B AZ-1 AG0413_MARK LOGO: FL-103 AG0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0413+STABILITY: SURFACE MOTION AG0413 AG0413 HISTORY - Date Condition Report By AG0413 HISTORY - 1973 MONUMENTED FL-103 AG0413 HISTORY - 1975 GOOD FLDT AG0413 HISTORY - 1983 MARK NOT FOUND USPSQD AG0413 HISTORY - 1988 GOOD USPSQD AG0413 HISTORY - 20030316 GOOD USPSQD AG0413 AG0413 STATION DESCRIPTION AG0413 AG0413'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 AG0413'SEE STATION BRIGHTWATER B AG0413 AG0413 STATION RECOVERY (1975) AG0413 AG0413'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0413'AT ST PETERSBURG. AG0413'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0413'686) AND 4TH STREET N. (S.R. 687), RUN SOUTHERLY ON 4TH ST. N. AG0413'FOR 2.55 MILES TO THE INTERSECTION OF 62ND AVE. N., TURN LEFT ON AG0413'62ND AVE. N. AND RUN EASTERLY FOR 1.85 MILES TO THE INTERSECTION AG0413'OF BAYOU GRANDE BLVD., TURN RIGHT ON BAYOU GRANDE BLVD. AND RUN AG0413'SOUTHERLY FOR 0.6 MILE TO THE INTERSECTION OF VENETIAN BLVD., AG0413'TURN LEFT AND CONTINUE EASTERLY AND SOUTHERLY ON BAYOU GRANDE BLVD. AG0413'FOR 0.3 MILE TO THE INTERSECTION OF NEBRASKA AVE. CONTINUE AG0413'EASTERLY ON NEBRASKA AVE. FOR 0.15 MILE TO THE INTERSECTION OF AG0413'BAYOU GRANDE BLVD., TURN RIGHT ON BAYOU GRANDE BLVD. AND RUN AG0413'SOUTHERLY FOR 0.15 MILE TO THE INTERSECTION OF GRAND CANAL BLVD., AG0413'TURN RIGHT ON GRAND CANAL BLVD. AND RUN SOUTHEASTERLY FOR 0.7 AG0413'MILE. STATION ON RIGHT, 12.5 FT. S/SW OF THE CENTERLINE OF GRAND AG0413'CANAL BLVD., 56.7 FT. E/SE OF THE CENTERLINE OF HAWAII AVE., AG0413'40.0 FT. NE OF THE NW CORNER OF HOUSE (1996, HAWAII AVE.), 0.7 AG0413'FT. S/SW OF THE BACK OF THE CURB. SET IN TOP OF CONCRETE POST AG0413'THAT IS 4 INCHES BELOW THE GROUND. SECTION 3, T 31S, R 17E AG0413 AG0413 STATION RECOVERY (1983) AG0413 AG0413'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0413'MARK NOT FOUND. AG0413 AG0413 STATION RECOVERY (1988) AG0413 AG0413'RECOVERY NOTE BY US POWER SQUADRON 1988 (ACD) AG0413'RECOVERED IN GOOD CONDITION. AG0413 AG0413 STATION RECOVERY (2003) AG0413 AG0413'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF) AG0413'MARK NO LONGER UNDER GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0409 *********************************************************************** AG0409 DESIGNATION - BRIGHTWATER D AG0409 PID - AG0409 AG0409 STATE/COUNTY- FL/PINELLAS AG0409 USGS QUAD - PORT TAMPA (1983) AG0409 AG0409 *CURRENT SURVEY CONTROL AG0409 ___________________________________________________________________ AG0409* NAD 83(1990)- 27 49 16.08429(N) 082 36 06.43668(W) ADJUSTED AG0409* NAVD 88 - 0.931 (meters) 3.05 (feet) ADJUSTED AG0409 ___________________________________________________________________ AG0409 LAPLACE CORR- -1.84 (seconds) DEFLEC99 AG0409 GEOID HEIGHT- -24.54 (meters) GEOID99 AG0409 DYNAMIC HT - 0.930 (meters) 3.05 (feet) COMP AG0409 MODELED GRAV- 979,176.9 (mgal) NAVD 88 AG0409 AG0409 HORZ ORDER - SECOND AG0409 VERT ORDER - SECOND CLASS II AG0409 AG0409.The horizontal coordinates were established by classical geodetic methods AG0409.and adjusted by the National Geodetic Survey in May 1991. AG0409 AG0409.The orthometric height was determined by differential leveling AG0409.and adjusted by the National Geodetic Survey in June 1991. AG0409 AG0409.The Laplace correction was computed from DEFLEC99 derived deflections. AG0409 AG0409.The geoid height was determined by GEOID99. AG0409 AG0409.The dynamic height is computed by dividing the NAVD 88 AG0409.geopotential number by the normal gravity value computed on the AG0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0409.degrees latitude (g = 980.6199 gals.). AG0409 AG0409.The modeled gravity was interpolated from observed gravity values. AG0409 AG0409; North East Units Scale Converg. AG0409;SPC FL W - 386,533.952 140,712.428 MT 0.99998455 -0 16 51.1 AG0409;UTM 17 - 3,078,418.174 342,237.199 MT 0.99990721 -0 44 51.8 AG0409 AG0409: Primary Azimuth Mark Grid Az AG0409:SPC FL W - BRIGHTWATER E 250 40 34.7 AG0409:UTM 17 - BRIGHTWATER E 251 08 35.4 AG0409 AG0409|---------------------------------------------------------------------| AG0409| PID Reference Object Distance Geod. Az | AG0409| dddmmss.s | AG0409| AG0410 BRIGHTWATER C 126.351 METERS 09747 | AG0409| AG0408 BRIGHTWATER E APPROX. 0.5 KM 2502343.6 | AG0409|---------------------------------------------------------------------| AG0409 AG0409 SUPERSEDED SURVEY CONTROL AG0409 AG0409 NAD 83(1986)- 27 49 16.08924(N) 082 36 06.44880(W) AD( ) 2 AG0409 NAD 27 - 27 49 14.99658(N) 082 36 07.09811(W) AD( ) 2 AG0409 NGVD 29 - 1.193 (m) 3.91 (f) ADJ UNCH 2 2 AG0409 AG0409.Superseded values are not recommended for survey control. AG0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0409.See file dsdata.txt to determine how the superseded data were derived. AG0409 AG0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4223778418(NAD 83) AG0409_MARKER: DD = SURVEY DISK AG0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0409_STAMPING: BRIGHTWATER D AG0409_MARK LOGO: FL-103 AG0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0409+STABILITY: SURFACE MOTION AG0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0409+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2003 AG0409 AG0409 HISTORY - Date Condition Report By AG0409 HISTORY - 1975 MONUMENTED FL-103 AG0409 HISTORY - 1975 GOOD FLDT AG0409 HISTORY - 1988 GOOD USPSQD AG0409 HISTORY - 20030223 GOOD USPSQD AG0409 AG0409 STATION DESCRIPTION AG0409 AG0409'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0409'THE STATION IS LOCATED IN THE SNELL ISLAND PORTION OF ST PETERSBURG, AG0409'ABOUT 1000 FEET SOUTH OF PAPYS BAYOU, IN SECTION 4, TOWNSHIP 31 AG0409'SOUTH, RANGE 17 EAST. AG0409' AG0409'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 92 (4TH STREET NORTH) AG0409'AND 62ND AVENUE NORTH, GO EAST ON 62ND AVE. FOR 1.9 MILES TO THE AG0409'INTERSECTION OF BAYOU GRANDE BOULEVARD, TURN RIGHT ON BAYOU GRANDE AG0409'BOULEVARD AND FOLLOW CURVING ROAD FOR .60 MILE TO THE INTERSECTION AG0409'OF VENETIAN BOULEVARD N.E., BEAR LEFT ON BAYOU GRANDE BOULEVARD AG0409'FOR .20 MILE TO THE INTERSECTION OF HUNTINGTON STREET N.E. (FIRST AG0409'STREET ON THE RIGHT AFTER BRIDGE), TURN RIGHT AND GO .10 MILE AG0409'TO THE INTERSECTION OF NEVADA AVENUE N. E., TURN LEFT ON NEVADA AG0409'AND GO .30 MILE TO THE INTERSECTION OF BAYOU GRANDE BOULEVARD AG0409'AND THE STATION AS DESCRIBED. AG0409' AG0409'BRONZE DISK STAMPED BRIGHTWATER D SET IN TOP OF A 12 INCH DIAMETER AG0409'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0409' AG0409'IT IS ABOUT 15.0 FEET NORTH WEST OF CENTER OF NEVADA AVENUE AG0409'N.E., 142 FEET SOUTHEAST OF A 14 INCH PALM TREE, 9.7 FEET SOUTHWEST AG0409'OF A 24 INCH PALM TREE. AG0409' AG0409'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER. AG0409 AG0409 STATION RECOVERY (1975) AG0409 AG0409'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0409'AT ST PETERSBURG. AG0409'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0409'686) AND 4TH STREET N (S.R. 687), RUN SOUTHERLY ON 4TH STREET N. AG0409'FOR 2.55 MILE TO THE INTERSECTION OF 62ND AVE. N. AND RUN EASTERLY AG0409'FOR 1.85 MILE TO THE INTERSECTION OF BAYOU GRANDE BLVD., TURN RIGHT AG0409'ON BAYOU GRANDE BLVD. AND RUN SOUTHERLY FOR 0.6 MILE TO THE AG0409'INTERSECTION OF VENETIAN BLVD., TURN LEFT AND CONTINUE EASTERLY AG0409'AND SOUTHERLY ON BAYOU GRANDE BLVD. FOR 0.3 MILE TO THE INTERSECTION AG0409'OF NEBRASKA AVE., CONTINUE EASTERLY ON NEBRASKA AVE. FOR 0.15 MILE AG0409'TO THE T JUNCTION OF BAYOU GRANDE BLVD., TURN RIGHT ON BAYOU GRANDE AG0409'BLVD. AND RUN SOUTHEASTERLY FOR 0.05 MILE TO THE INTERSECTION OF AG0409'NEVADA AVE. NE. STATION ON RIGHT, AT THE SOUTH SIDE OF TRAFFIC AG0409'ISLAND, 41.2 FT. SW OF THE CENTERLINE OF BAYOU GRANDE BLVD., 15.7 AG0409'FT. NORTH OF THE CENTERLINE OF NEVADA AVE. NE, 25.0 FT. S/SE OF A AG0409'GUY POLE, NUMBER 1A-36023, 15.0 FT. SOUTH OF AN 8 INCH PALM TREE AG0409'10.6 FT.W/SW OF A 24 INCH PALM TREE, 3.0 FT. NORTH OF BACK OF AG0409'CURB. SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. AG0409'SECTION 4, T 31S, R 17E AG0409 AG0409 STATION RECOVERY (1988) AG0409 AG0409'RECOVERY NOTE BY US POWER SQUADRON 1988 (ACD) AG0409'RECOVERED IN GOOD CONDITION. AG0409 AG0409 STATION RECOVERY (2003) AG0409 AG0409'RECOVERY NOTE BY US POWER SQUADRON 2003 (TFK) AG0409'41.2 FEET SW OF CENTERLINE OF BAYOU GRAND BOULEVARD ON TRAFFIC ISLAND 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7366 *********************************************************************** AG7366 DESIGNATION - BRIGHTWATER H RESET AG7366 PID - AG7366 AG7366 STATE/COUNTY- FL/PINELLAS AG7366 USGS QUAD - PORT TAMPA (1983) AG7366 AG7366 *CURRENT SURVEY CONTROL AG7366 ___________________________________________________________________ AG7366* NAD 83(1986)- 27 49 25. (N) 082 36 29. (W) SCALED AG7366* NAVD 88 - 0.66 (+/-2cm) 2.2 (feet) VERTCON AG7366 ___________________________________________________________________ AG7366 GEOID HEIGHT- -24.53 (meters) GEOID99 AG7366 AG7366 VERT ORDER - THIRD (See Below) AG7366 AG7366.The horizontal coordinates were scaled from a topographic map and have AG7366.an estimated accuracy of +/- 6 seconds. AG7366 AG7366.The NAVD 88 height was computed by applying the VERTCON shift value to AG7366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7366.The vertical order pertains to the superseded datum. AG7366 AG7366.The geoid height was determined by GEOID99. AG7366 AG7366; North East Units Estimated Accuracy AG7366;SPC FL W - 386,810. 140,100. MT (+/- 180 meters Scaled) AG7366 AG7366 SUPERSEDED SURVEY CONTROL AG7366 AG7366 NGVD 29 - 0.93 (m) 3.1 (f) RESET 3 AG7366 AG7366.Superseded values are not recommended for survey control. AG7366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7366.See file dsdata.txt to determine how the superseded data were derived. AG7366 AG7366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL416787(NAD 83) AG7366_MARKER: DB = BENCH MARK DISK AG7366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7366_STAMPING: BRIGHTWATER H AG7366_MARK LOGO: FL-103 AG7366_PROJECTION: RECESSED 5 CENTIMETERS AG7366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7366+STABILITY: SURFACE MOTION AG7366 AG7366 HISTORY - Date Condition Report By AG7366 HISTORY - 1978 MONUMENTED FL-103 AG7366 HISTORY - 1983 GOOD USPSQD AG7366 HISTORY - 1988 GOOD USPSQD AG7366 AG7366 STATION DESCRIPTION AG7366 AG7366'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978 AG7366'IN ST PETERSBURG. AG7366'2.55 MILES SOUTHERLY ALONG 4TH STREET NORTH FROM THE INTERSECTION AG7366'OF ROOSEVELT BLVD (STATE ROUTE 686) AND 4TH STREET NORTH (STATE AG7366'ROUTE 687) TO THE INTERSECTION OF 62ND AVENUE NORTH, THENCE LEFT AG7366'ON 62ND AVENUE NORTH AND GO EASTERLY FOR 1.88 MILES TO THE AG7366'INTERSECTION OF BAYOU GRANDE BLVD, THENCE RIGHT ON BAYOU AG7366'GRANDE BLVD AND GO SOUTHERLY FOR 0.35 MILE, 12.6 FEET WEST AG7366'OF THE CENTERLINE OF BAYOU GRANDE BLVD, 92.0 FEET EAST OF THE AG7366'NORTHEAST CORNER OF HOUSE NO 5800 BAYOU GRANDE BLVD, 14.0 FEET AG7366'SOUTHEAST OF POWER LIGHT POLE NO 1-84534, 11.0 FEET SOUTH-SOUTHWEST AG7366'OF CENTER OF DROP INLET, 10.4 FEET WEST OF THE BACK OF CURB, AND AG7366'7.6 FEET NORTH OF THE NORTH EDGE OF ASPHALT DRIVEWAY. AG7366 AG7366 STATION RECOVERY (1983) AG7366 AG7366'RECOVERY NOTE BY US POWER SQUADRON 1983 AG7366'RECOVERED IN GOOD CONDITION. AG7366 AG7366 STATION RECOVERY (1988) AG7366 AG7366'RECOVERY NOTE BY US POWER SQUADRON 1988 (ACD) AG7366'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0404 *********************************************************************** AG0404 DESIGNATION - BRIGHTWATER J AG0404 PID - AG0404 AG0404 STATE/COUNTY- FL/PINELLAS AG0404 USGS QUAD - PORT TAMPA (1983) AG0404 AG0404 *CURRENT SURVEY CONTROL AG0404 ___________________________________________________________________ AG0404* NAD 83(1990)- 27 49 47.20989(N) 082 36 35.94307(W) ADJUSTED AG0404* NAVD 88 - 0.736 (meters) 2.41 (feet) ADJUSTED AG0404 ___________________________________________________________________ AG0404 LAPLACE CORR- -1.85 (seconds) DEFLEC99 AG0404 GEOID HEIGHT- -24.54 (meters) GEOID99 AG0404 DYNAMIC HT - 0.735 (meters) 2.41 (feet) COMP AG0404 MODELED GRAV- 979,178.0 (mgal) NAVD 88 AG0404 AG0404 HORZ ORDER - SECOND AG0404 VERT ORDER - SECOND CLASS II AG0404 AG0404.The horizontal coordinates were established by classical geodetic methods AG0404.and adjusted by the National Geodetic Survey in May 1991. AG0404 AG0404.The orthometric height was determined by differential leveling AG0404.and adjusted by the National Geodetic Survey in June 1991. AG0404 AG0404.The Laplace correction was computed from DEFLEC99 derived deflections. AG0404 AG0404.The geoid height was determined by GEOID99. AG0404 AG0404.The dynamic height is computed by dividing the NAVD 88 AG0404.geopotential number by the normal gravity value computed on the AG0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0404.degrees latitude (g = 980.6199 gals.). AG0404 AG0404.The modeled gravity was interpolated from observed gravity values. AG0404 AG0404; North East Units Scale Converg. AG0404;SPC FL W - 387,496.033 139,909.688 MT 0.99998573 -0 17 05.2 AG0404;UTM 17 - 3,079,386.690 341,442.387 MT 0.99991031 -0 45 06.4 AG0404 AG0404: Primary Azimuth Mark Grid Az AG0404:SPC FL W - BRIGHTWATER K 270 02 57.7 AG0404:UTM 17 - BRIGHTWATER K 270 30 58.9 AG0404 AG0404|---------------------------------------------------------------------| AG0404| PID Reference Object Distance Geod. Az | AG0404| dddmmss.s | AG0404| AG0405 BRIGHTWATER H APPROX. 0.6 KM 1514338.6 | AG0404| AG0403 BRIGHTWATER K 404.437 METERS 2694552.5 | AG0404|---------------------------------------------------------------------| AG0404 AG0404 SUPERSEDED SURVEY CONTROL AG0404 AG0404 NAD 83(1986)- 27 49 47.21502(N) 082 36 35.95517(W) AD( ) 2 AG0404 NAD 27 - 27 49 46.12396(N) 082 36 36.60388(W) AD( ) 2 AG0404 NGVD 29 - 0.998 (m) 3.27 (f) ADJ UNCH 2 2 AG0404 AG0404.Superseded values are not recommended for survey control. AG0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0404.See file dsdata.txt to determine how the superseded data were derived. AG0404 AG0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4144279387(NAD 83) AG0404_MARKER: DD = SURVEY DISK AG0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0404_STAMPING: BRIGHTWATER J AG0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0404+STABILITY: SURFACE MOTION AG0404 AG0404 HISTORY - Date Condition Report By AG0404 HISTORY - UNK MONUMENTED FL-103 AG0404 HISTORY - 1978 SEE DESCRIPTION FL-103 AG0404 HISTORY - 1975 GOOD FLDT AG0404 HISTORY - 1983 GOOD USPSQD AG0404 HISTORY - 1988 MARK NOT FOUND USPSQD AG0404 HISTORY - 19990209 MARK NOT FOUND USPSQD AG0404 HISTORY - 20010331 MARK NOT FOUND NGS AG0404 AG0404 STATION DESCRIPTION AG0404 AG0404'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978 (DF) AG0404'THE STATION IS LOCATED IN THE NORTHEASTERN PORTION OF THE CITY OF AG0404'ST. PETERSBURG, 300 FEET WEST OF PAPYS BAYOU, IN SECTION 33, AG0404'TOWNSHIP 30 SOUTH, RANGE 17 EAST. AG0404' AG0404'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 92 (4TH ST. NORTH) AG0404'AND 62ND AVE. NORTH, GO EAST ON 62ND AVE. FOR 1.9 MILES TO THE AG0404'INTERSECTION OF BAYOU GRANDE BOULEVARD. STATION IS ON THE SOUTH AG0404'SIDE OF 62ND AVE. BETWEEN THE DRIVEWAY OF HOUSE RESIDENCE AG0404'NO. 1946 AS DESCRIBED. AG0404' AG0404'BRONZE DISK STAMPED BRIGHTWATER J SET IN TOP OF A 12-INCH DIAMETER AG0404'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0404' AG0404'IT IS ABOUT 42.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A AG0404'GARAGE AT HOUSE RESIDENCE NO. 1946, 27.7 FEET EAST OF A FIRE AG0404'HYDRANT, 12.3 FEET NORTHWEST OF P.I. OF DRIVEWAY AND FRONT OF AG0404'SIDEWALK, AND 5.7 FEET SOUTH OF P.I. OF DRIVEWAY AND BACK OF CURB. AG0404' AG0404'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER. AG0404 AG0404 STATION RECOVERY (1975) AG0404 AG0404'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0404'AT ST PETERSBURG. AG0404'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. AG0404'(S.R. 686) AND 4TH STREET N. (S.R. 687), RUN SOUTHERLY ON 4TH AG0404'STREET N. FOR 2.55 MILE TO THE INTERSECTION OF 62ND AVENUE N., AG0404'TURN LEFT ON 62ND AVENUE N. AND RUN EASTERLY FOR 1.8 MILE. AG0404'STATION ON RIGHT, 18.0 FT. SOUTH OF THE CENTERLINE OF 62ND AG0404'AVENUE N., 115.0 FT. WEST OF THE CENTERLINE OF BAYOU GRANDE BLVD., AG0404'83.7 FT. E/NE OF POWER POLE, NUMBER 1-89980, 91.5 FT W/NW OF POWER AG0404'POLE, NUMBER 1-87573, 1.8 FT. SOUTH OF THE BACK OF THE CURB. AG0404'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. AG0404'SECTION 33, T 30S, R 17E. AG0404 AG0404 STATION RECOVERY (1983) AG0404 AG0404'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0404'RECOVERED IN GOOD CONDITION. AG0404 AG0404 STATION RECOVERY (1988) AG0404 AG0404'RECOVERY NOTE BY US POWER SQUADRON 1988 (ACD) AG0404'IT IS ABOUT 62.7 FEET EAST OF A POWER POLE NO. 1-91384, 40.4 AG0404'FEET NORTHWEST OF A 24-INCH PINE TREE, 33.8 FEET NORTHWEST OF A AG0404'POWER POLE NO. 99599, AND 37.7 FEET SOUTH OF THE CENTER OF A AG0404'MANHOLE COVER ON 62ND AVE. NORTH. AG0404' AG0404'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER. AG0404 AG0404 STATION RECOVERY (1999) AG0404 AG0404'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0404'MARK NOT FOUND. AG0404 AG0404 STATION RECOVERY (2001) AG0404 AG0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0404'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7367 *********************************************************************** AG7367 DESIGNATION - BRIGHTWATER J RESET AG7367 PID - AG7367 AG7367 STATE/COUNTY- FL/PINELLAS AG7367 USGS QUAD - PORT TAMPA (1983) AG7367 AG7367 *CURRENT SURVEY CONTROL AG7367 ___________________________________________________________________ AG7367* NAD 83(1986)- 27 49 47. (N) 082 36 35. (W) SCALED AG7367* NAVD 88 - 0.94 (+/-2cm) 3.1 (feet) VERTCON AG7367 ___________________________________________________________________ AG7367 GEOID HEIGHT- -24.54 (meters) GEOID99 AG7367 AG7367 VERT ORDER - THIRD (See Below) AG7367 AG7367.The horizontal coordinates were scaled from a topographic map and have AG7367.an estimated accuracy of +/- 6 seconds. AG7367 AG7367.The NAVD 88 height was computed by applying the VERTCON shift value to AG7367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7367.The vertical order pertains to the superseded datum. AG7367 AG7367.The geoid height was determined by GEOID99. AG7367 AG7367; North East Units Estimated Accuracy AG7367;SPC FL W - 387,490. 139,940. MT (+/- 180 meters Scaled) AG7367 AG7367 SUPERSEDED SURVEY CONTROL AG7367 AG7367 NGVD 29 - 1.20 (m) 3.9 (f) RESET 3 AG7367 AG7367.Superseded values are not recommended for survey control. AG7367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7367.See file dsdata.txt to determine how the superseded data were derived. AG7367 AG7367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL414793(NAD 83) AG7367_MARKER: DD = SURVEY DISK AG7367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7367_STAMPING: BRIGHTWATER J AG7367_MARK LOGO: FL-103 AG7367_PROJECTION: FLUSH AG7367_MAGNETIC: N = NO MAGNETIC MATERIAL AG7367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7367+STABILITY: SURFACE MOTION AG7367 AG7367 HISTORY - Date Condition Report By AG7367 HISTORY - 1978 MONUMENTED FL-103 AG7367 HISTORY - 19780401 GOOD FL-103 AG7367 HISTORY - 19970328 MARK NOT FOUND USPSQD AG7367 HISTORY - 20030308 MARK NOT FOUND USPSQD AG7367 AG7367 STATION DESCRIPTION AG7367 AG7367'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978 AG7367'IN ST PETERSBURG. AG7367'2.55 MILES SOUTHERLY ALONG 4TH STREET NORTH FROM THE INTERSECTION AG7367'OF ROOSEVELT BLVD (STATE ROUTE 686) TO THE INTERSECTION OF 62ND AG7367'AVENUE NORTH, THENCE LEFT ON 62ND AVENUE NORTH AND GO EASTERLY AG7367'FOR 1.8 MILES, 32.4 FEET SOUTH OF THE CENTERLINE OF 62ND AVENUE AG7367'NORTH, 111.0 FEET WEST OF THE CENTERLINE OF BAYOU GRANDE BLVD, AG7367'67.0 FEET WEST OF POWERPOLE NO 1-87573, 59.7 FEET NORTHEAST OF AG7367'THE NORTHWEST CORNER OF HOUSE NO 1946 ON 62ND AVENUE NORTH, 46.5 AG7367'FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF HOUSE NO 1946 AG7367'ON 62ND AVENUE NORTH, AND 6.2 FEET SOUTH OF BACK CURB. AG7367 AG7367 STATION RECOVERY (1978) AG7367 AG7367'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978 (CG) AG7367'RECOVERED IN GOOD CONDITION. AG7367 AG7367 STATION RECOVERY (1997) AG7367 AG7367'RECOVERY NOTE BY US POWER SQUADRON 1997 AG7367'MARK NOT FOUND. AG7367 AG7367 STATION RECOVERY (2003) AG7367 AG7367'RECOVERY NOTE BY US POWER SQUADRON 2003 (JA) AG7367'BLACKTOP DRIVEWAY EXTENSION AT POSSIBLE MARK LOCATION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7368 *********************************************************************** AG7368 DESIGNATION - BRIGHTWATER K RESET AG7368 PID - AG7368 AG7368 STATE/COUNTY- FL/PINELLAS AG7368 USGS QUAD - PORT TAMPA (1983) AG7368 AG7368 *CURRENT SURVEY CONTROL AG7368 ___________________________________________________________________ AG7368* NAD 83(1986)- 27 49 47. (N) 082 36 50. (W) SCALED AG7368* NAVD 88 - 1.22 (+/-2cm) 4.0 (feet) VERTCON AG7368 ___________________________________________________________________ AG7368 GEOID HEIGHT- -24.53 (meters) GEOID99 AG7368 AG7368 VERT ORDER - THIRD (See Below) AG7368 AG7368.The horizontal coordinates were scaled from a topographic map and have AG7368.an estimated accuracy of +/- 6 seconds. AG7368 AG7368.The NAVD 88 height was computed by applying the VERTCON shift value to AG7368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7368.The vertical order pertains to the superseded datum. AG7368 AG7368.The geoid height was determined by GEOID99. AG7368 AG7368; North East Units Estimated Accuracy AG7368;SPC FL W - 387,490. 139,530. MT (+/- 180 meters Scaled) AG7368 AG7368 SUPERSEDED SURVEY CONTROL AG7368 AG7368 NGVD 29 - 1.48 (m) 4.9 (f) RESET 3 AG7368 AG7368.Superseded values are not recommended for survey control. AG7368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7368.See file dsdata.txt to determine how the superseded data were derived. AG7368 AG7368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL410793(NAD 83) AG7368_MARKER: DD = SURVEY DISK AG7368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7368_STAMPING: BRIGHTWATER K AG7368_MARK LOGO: FL-103 AG7368_PROJECTION: FLUSH AG7368_MAGNETIC: N = NO MAGNETIC MATERIAL AG7368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7368+STABILITY: SURFACE MOTION AG7368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG7368+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003 AG7368 AG7368 HISTORY - Date Condition Report By AG7368 HISTORY - 1978 MONUMENTED FL-103 AG7368 HISTORY - 19780401 GOOD FL-103 AG7368 HISTORY - 19970328 GOOD USPSQD AG7368 HISTORY - 20030621 GOOD USPSQD AG7368 AG7368 STATION DESCRIPTION AG7368 AG7368'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978 AG7368'IN ST PETERSBURG. AG7368'2.55 MILES SOUTHERLY ALONG 4TH STREET NORTH FROM THE INTERSECTION AG7368'OF ROOSEVELT BLVD (STATE ROUTE 686) TO THE INTERSECTION OF 62ND AG7368'AVENUE NORTH, THENCE LEFT AND GO EASTERLY ALONG 62ND STREET NORTH AG7368'FOR 1.55 MILES TO THE T-JUNCTION OF 16TH STREET NORTHEAST, 40.6 FEET AG7368'NORTH-NORTHWEST OF AN 18-INCH PINE TREE, 34.4 FEET WEST-NORTHWEST AG7368'OF A POWERPOLE NO 99599, 32.9 FEET SOUTH OF THE CENTERLINE OF AG7368'62ND AVENUE NORTHEAST, 5.8 FEET SOUTH OF THE BACK OF CURB, 3.0 FEET AG7368'NORTH OF THE FACE OF A CONCRETE SIDEWALK, AND 1.0 FOOT EAST OF AG7368'EXTENDED CENTERLINE OF 16TH STREET NORTHEAST. AG7368 AG7368 STATION RECOVERY (1978) AG7368 AG7368'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978 (CG) AG7368'RECOVERED IN GOOD CONDITION. AG7368 AG7368 STATION RECOVERY (1997) AG7368 AG7368'RECOVERY NOTE BY US POWER SQUADRON 1997 AG7368'RECOVERED IN GOOD CONDITION. AG7368 AG7368 STATION RECOVERY (2003) AG7368 AG7368'RECOVERY NOTE BY US POWER SQUADRON 2003 (WJE) AG7368'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0402 *********************************************************************** AG0402 DESIGNATION - BRIGHTWATER L AG0402 PID - AG0402 AG0402 STATE/COUNTY- FL/PINELLAS AG0402 USGS QUAD - PORT TAMPA (1983) AG0402 AG0402 *CURRENT SURVEY CONTROL AG0402 ___________________________________________________________________ AG0402* NAD 83(1990)- 27 50 08.98396(N) 082 36 50.54899(W) ADJUSTED AG0402* NAVD 88 - 1.740 (meters) 5.71 (feet) ADJUSTED AG0402 ___________________________________________________________________ AG0402 LAPLACE CORR- -1.84 (seconds) DEFLEC99 AG0402 GEOID HEIGHT- -24.54 (meters) GEOID99 AG0402 DYNAMIC HT - 1.738 (meters) 5.70 (feet) COMP AG0402 MODELED GRAV- 979,178.7 (mgal) NAVD 88 AG0402 AG0402 HORZ ORDER - SECOND AG0402 VERT ORDER - SECOND CLASS II AG0402 AG0402.The horizontal coordinates were established by classical geodetic methods AG0402.and adjusted by the National Geodetic Survey in May 1991. AG0402 AG0402.The orthometric height was determined by differential leveling AG0402.and adjusted by the National Geodetic Survey in June 1991. AG0402 AG0402.The Laplace correction was computed from DEFLEC99 derived deflections. AG0402 AG0402.The geoid height was determined by GEOID99. AG0402 AG0402.The dynamic height is computed by dividing the NAVD 88 AG0402.geopotential number by the normal gravity value computed on the AG0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0402.degrees latitude (g = 980.6199 gals.). AG0402 AG0402.The modeled gravity was interpolated from observed gravity values. AG0402 AG0402; North East Units Scale Converg. AG0402;SPC FL W - 388,168.267 139,513.354 MT 0.99998632 -0 17 12.2 AG0402;UTM 17 - 3,080,062.082 341,051.574 MT 0.99991185 -0 45 13.7 AG0402 AG0402: Primary Azimuth Mark Grid Az AG0402:SPC FL W - GANDY P 359 26 54.6 AG0402:UTM 17 - GANDY P 359 54 56.1 AG0402 AG0402|---------------------------------------------------------------------| AG0402| PID Reference Object Distance Geod. Az | AG0402| dddmmss.s | AG0402| AG0545 GANDY P APPROX. 0.7 KM 3590942.4 | AG0402|---------------------------------------------------------------------| AG0402 AG0402 SUPERSEDED SURVEY CONTROL AG0402 AG0402 NAD 83(1986)- 27 50 08.98916(N) 082 36 50.56108(W) AD( ) 2 AG0402 NAD 27 - 27 50 07.89898(N) 082 36 51.20951(W) AD( ) 2 AG0402 NGVD 29 - 2.003 (m) 6.57 (f) ADJ UNCH 2 2 AG0402 AG0402.Superseded values are not recommended for survey control. AG0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0402.See file dsdata.txt to determine how the superseded data were derived. AG0402 AG0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4105280062(NAD 83) AG0402_MARKER: DD = SURVEY DISK AG0402_SETTING: 30 = CURB AG0402_STAMPING: BRIGHTWATER L AG0402_MARK LOGO: FL-103 AG0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0402 AG0402 HISTORY - Date Condition Report By AG0402 HISTORY - 1975 MONUMENTED FL-103 AG0402 HISTORY - 1975 GOOD FLDT AG0402 HISTORY - 1988 GOOD USPSQD AG0402 HISTORY - 20030316 GOOD USPSQD AG0402 AG0402 STATION DESCRIPTION AG0402 AG0402'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0402'THE STATION IS LOCATED IN THE NORTHEASTERN PORTION OF THE CITY OF AG0402'ST. PETERSBURG, .50 MILE SOUTH OF RIVIERA BAY (PAPYS BAYOU), IN AG0402'SECTION 33, TOWNSHIP 30 SOUTH, RANGE 17 EAST. AG0402' AG0402'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 92 (4TH STREET, NORTH) AG0402'AND 62ND AVENUE NORTH, GO EAST ON 62ND AVENUE NORTH FOR 1.6 MILES AG0402'TO THE INTERSECTION OF 16TH STREET N.E. ON THE LEFT. TURN LEFT AG0402'AND GO .50 MILE TO THE STATION ON THE RIGHT AS DESCRIBED. AG0402' AG0402'BRONZE DISK STAMPED BRIGHTWATER L GROUTED INTO TOP OF A CURVE AG0402'ON THE EAST SIDE OF 16TH STREET N.E. AG0402' AG0402'IT IS ABOUT 24.0 FEET EAST OF CENTER OF 16TH STREET N.E., 20.5 AG0402'FEET SOUTHWEST OF A GUY WIRE, AND 7.5 FEET WEST OF A POWER POLE AG0402'NUMBER 104962. AG0402' AG0402'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0402 AG0402 STATION RECOVERY (1975) AG0402 AG0402'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0402'AT ST PETERSBURG. AG0402'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. AG0402'(S.R. 686) AND 4TH STREET N. (S.R. 687), RUN SOUTHERLY ON 4TH AG0402'STREET N. FOR 2.55 MILE TO THE INTERSECTION OF 62ND AVENUE AG0402'N., TURN LEFT AND RUN EASTERLY ON 62ND AVENUE N. FOR 1.55 MILE AG0402'TO THE T JUNCTION OF 16TH STREET NE, TURN LEFT AND RUN NORTHERLY AG0402'FOR 0.45 MILE. STATION ON RIGHT, 26.3 FT. EAST OF THE AG0402'CENTERLINE OF 16TH STREET NE, 198.5 FT. SOUTH OF THE CENTERLINE AG0402'OF 72ND AVE. NE, 8.0 FT. WEST OF A POWER AND LIGHT POLE, NUMBER AG0402'104962. SET IN TOP OF THE EAST CURB. SECTION 28, T 30S, R 17E. AG0402 AG0402 STATION RECOVERY (1988) AG0402 AG0402'RECOVERY NOTE BY US POWER SQUADRON 1988 (ACD) AG0402'RECOVERED IN GOOD CONDITION. AG0402 AG0402 STATION RECOVERY (2003) AG0402 AG0402'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF) AG0402'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0415 *********************************************************************** AG0415 DESIGNATION - BRIGHTWATER M AG0415 PID - AG0415 AG0415 STATE/COUNTY- FL/PINELLAS AG0415 USGS QUAD - ST PETERSBURG (1987) AG0415 AG0415 *CURRENT SURVEY CONTROL AG0415 ___________________________________________________________________ AG0415* NAD 83(1990)- 27 48 30.50983(N) 082 37 34.95180(W) ADJUSTED AG0415* NAVD 88 - 1.309 (meters) 4.29 (feet) ADJUSTED AG0415 ___________________________________________________________________ AG0415 LAPLACE CORR- -1.97 (seconds) DEFLEC99 AG0415 GEOID HEIGHT- -24.48 (meters) GEOID99 AG0415 DYNAMIC HT - 1.307 (meters) 4.29 (feet) COMP AG0415 MODELED GRAV- 979,176.8 (mgal) NAVD 88 AG0415 AG0415 HORZ ORDER - SECOND AG0415 VERT ORDER - SECOND CLASS II AG0415 AG0415.The horizontal coordinates were established by classical geodetic methods AG0415.and adjusted by the National Geodetic Survey in May 1991. AG0415 AG0415.The orthometric height was determined by differential leveling AG0415.and adjusted by the National Geodetic Survey in June 1991. AG0415 AG0415.The Laplace correction was computed from DEFLEC99 derived deflections. AG0415 AG0415.The geoid height was determined by GEOID99. AG0415 AG0415.The dynamic height is computed by dividing the NAVD 88 AG0415.geopotential number by the normal gravity value computed on the AG0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0415.degrees latitude (g = 980.6199 gals.). AG0415 AG0415.The modeled gravity was interpolated from observed gravity values. AG0415 AG0415; North East Units Scale Converg. AG0415;SPC FL W - 385,143.216 138,282.877 MT 0.99998817 -0 17 32.0 AG0415;UTM 17 - 3,077,047.377 339,796.581 MT 0.99991679 -0 45 32.0 AG0415 AG0415: Primary Azimuth Mark Grid Az AG0415:SPC FL W - BRIGHTWATER N 271 15 07.3 AG0415:UTM 17 - BRIGHTWATER N 271 43 07.3 AG0415 AG0415|---------------------------------------------------------------------| AG0415| PID Reference Object Distance Geod. Az | AG0415| dddmmss.s | AG0415| AG0416 BRIGHTWATER N APPROX. 0.8 KM 2705735.3 | AG0415|---------------------------------------------------------------------| AG0415 AG0415 SUPERSEDED SURVEY CONTROL AG0415 AG0415 NAD 83(1986)- 27 48 30.51492(N) 082 37 34.96391(W) AD( ) 2 AG0415 NAD 27 - 27 48 29.42029(N) 082 37 35.61078(W) AD( ) 2 AG0415 NGVD 29 - 1.573 (m) 5.16 (f) ADJ UNCH 2 2 AG0415 AG0415.Superseded values are not recommended for survey control. AG0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0415.See file dsdata.txt to determine how the superseded data were derived. AG0415 AG0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3979777047(NAD 83) AG0415_MARKER: DD = SURVEY DISK AG0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0415_STAMPING: BRIGHTWATER M AG0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0415+STABILITY: SURFACE MOTION AG0415 AG0415 HISTORY - Date Condition Report By AG0415 HISTORY - 1975 MONUMENTED FL-103 AG0415 HISTORY - 1975 GOOD FLDT AG0415 HISTORY - 1983 GOOD USPSQD AG0415 HISTORY - 1988 GOOD USPSQD AG0415 HISTORY - 20030223 MARK NOT FOUND USPSQD AG0415 AG0415 STATION DESCRIPTION AG0415 AG0415'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0415'THE STATION IS IN THE NORTHEASTERN PORTION OF THE CITY OF AG0415'ST. PETERSBURG, ABOUT .50 MILE WEST OF SMACKS BAYOU IN SECTION 5, AG0415'TOWNSHIP 31 SOUTH, RANGE 17 EAST. AG0415' AG0415'TO REACH FROM THE JUNCTION OF 4TH STREET NORTH (SR 687) AND 38TH AG0415'AVENUE NORTH IN ST. PETERSBURG, GO EASTWARDLY ALONG 38TH AVENUE AG0415'NORTH FOR .25 MILE TO THE INTERSECTION OF 1ST STREET NORTH AND AG0415'40TH AVENUE NORTH. CONTINUE EAST ON 40TH AVENUE NORTH FOR 1.10 AG0415'MILES TO THE INTERSECTION OF WALNUT STREET N.E. STATION IS IN AG0415'THE SOUTHWEST CORNER OF THE INTERSECTION AS DESCRIBED. AG0415' AG0415'BRONZE DISK STAMPED BRIGHTWATER M SET IN TOP OF A 12 INCH AG0415'DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF AG0415'THE GROUND. AG0415' AG0415'IT IS ABOUT 30.0 FEET WEST OF CENTER OF WALNUT STREET N.E., 29.6 AG0415'FEET NORTHEAST OF A 10 IN PALM TREE, 28.2 FEET SOUTH OF CENTER AG0415'OF 40TH AVENUE NORTH. AG0415' AG0415'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0415 AG0415 STATION RECOVERY (1975) AG0415 AG0415'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0415'AT ST PETERSBURG. AG0415'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0415'686) AND 4TH STREET N. (S.R. 687), RUN SOUTHERLY ON 4TH STREET AG0415'N. FOR 4.05 MILE TO THE INTERSECTION OF 38TH AVE. N., TURN LEFT ON AG0415'38TH AVE. N. AND RUN NORTHEASTERLY FOR 0.35 MILE TO THE INTERSECTION AG0415'OF 1ST STREET N. AND 40TH AVE. N., CONTINUE EASTERLY ON 40TH AG0415'AVE. N. FOR 0.5 MILE TO THE INTERSECTION OF WALNUT STREET NE. AG0415'STATION ON RIGHT, IN THE SW CORNER, 28.5 FT. SOUTH OF THE CENTERLINE AG0415'OF 40TH AVE. N., 29.2 FT. WEST OF THE CENTERLINE OF WALNUT STREET, AG0415'49.7 FT. WEST OF A POWER AND LIGHT POLE, NUMBER 1A-43830, 30.2 AG0415'FT. NE OF A 10 INCH PALM TREE, 6.8 FT. SE OF THE EDGE OF PAVEMENT. AG0415'SET IN TOP OF CONCRETE POST THAT IS FLUSH WITH GROUND. SECTION AG0415'5, T 31S, R 17E AG0415 AG0415 STATION RECOVERY (1983) AG0415 AG0415'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0415'RECOVERED IN GOOD CONDITION. AG0415 AG0415 STATION RECOVERY (1988) AG0415 AG0415'RECOVERY NOTE BY US POWER SQUADRON 1988 (ACD) AG0415'RECOVERED IN GOOD CONDITION. AG0415 AG0415 STATION RECOVERY (2003) AG0415 AG0415'RECOVERY NOTE BY US POWER SQUADRON 2003 (TFK) AG0415'NEW SEWERS AND SIDEWALKS HAVE BEEN INSTALLED - AREA OF MARK APPEARS TO AG0415'BE UNDER NEW SIDEWALK/HANDICP RAMP/SEWER DRAIN - NO POWER POLE NUMBERS AG0415'MATCH THOSE IN DESCRIPTION 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0416 *********************************************************************** AG0416 DESIGNATION - BRIGHTWATER N AG0416 PID - AG0416 AG0416 STATE/COUNTY- FL/PINELLAS AG0416 USGS QUAD - ST PETERSBURG (1987) AG0416 AG0416 *CURRENT SURVEY CONTROL AG0416 ___________________________________________________________________ AG0416* NAD 83(1990)- 27 48 30.95237(N) 082 38 04.71892(W) ADJUSTED AG0416* NAVD 88 - 1.782 (meters) 5.85 (feet) ADJUSTED AG0416 ___________________________________________________________________ AG0416 LAPLACE CORR- -1.98 (seconds) DEFLEC99 AG0416 GEOID HEIGHT- -24.46 (meters) GEOID99 AG0416 DYNAMIC HT - 1.779 (meters) 5.84 (feet) COMP AG0416 MODELED GRAV- 979,177.0 (mgal) NAVD 88 AG0416 AG0416 HORZ ORDER - SECOND AG0416 VERT ORDER - SECOND CLASS II AG0416 AG0416.The horizontal coordinates were established by classical geodetic methods AG0416.and adjusted by the National Geodetic Survey in May 1991. AG0416 AG0416.The orthometric height was determined by differential leveling AG0416.and adjusted by the National Geodetic Survey in June 1991. AG0416 AG0416.The Laplace correction was computed from DEFLEC99 derived deflections. AG0416 AG0416.The geoid height was determined by GEOID99. AG0416 AG0416.The dynamic height is computed by dividing the NAVD 88 AG0416.geopotential number by the normal gravity value computed on the AG0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0416.degrees latitude (g = 980.6199 gals.). AG0416 AG0416.The modeled gravity was interpolated from observed gravity values. AG0416 AG0416; North East Units Scale Converg. AG0416;SPC FL W - 385,161.020 137,468.215 MT 0.99998942 -0 17 45.9 AG0416;UTM 17 - 3,077,071.815 338,982.148 MT 0.99992002 -0 45 45.9 AG0416 AG0416: Primary Azimuth Mark Grid Az AG0416:SPC FL W - BRIGHTWATER M 091 15 07.3 AG0416:UTM 17 - BRIGHTWATER M 091 43 07.3 AG0416 AG0416|---------------------------------------------------------------------| AG0416| PID Reference Object Distance Geod. Az | AG0416| dddmmss.s | AG0416| AG0415 BRIGHTWATER M APPROX. 0.8 KM 0905721.4 | AG0416| AG0417 BRIGHTWATER O 260.751 METERS 17339 | AG0416| AG0860 RIO M 461.026 METERS 2410623.4 | AG0416|---------------------------------------------------------------------| AG0416 AG0416 SUPERSEDED SURVEY CONTROL AG0416 AG0416 NAD 83(1986)- 27 48 30.95754(N) 082 38 04.73108(W) AD( ) 2 AG0416 NAD 27 - 27 48 29.86295(N) 082 38 05.37732(W) AD( ) 2 AG0416 NGVD 29 - 2.046 (m) 6.71 (f) ADJ UNCH 2 2 AG0416 AG0416.Superseded values are not recommended for survey control. AG0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0416.See file dsdata.txt to determine how the superseded data were derived. AG0416 AG0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3898277072(NAD 83) AG0416_MARKER: DD = SURVEY DISK AG0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0416_STAMPING: BRIGHTWATER N AG0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0416+STABILITY: SURFACE MOTION AG0416 AG0416 HISTORY - Date Condition Report By AG0416 HISTORY - 1975 MONUMENTED FL-103 AG0416 HISTORY - 1975 GOOD FLDT AG0416 HISTORY - 1983 GOOD USPSQD AG0416 HISTORY - 1988 GOOD USPSQD AG0416 HISTORY - 1990 GOOD USPSQD AG0416 HISTORY - 20030316 GOOD USPSQD AG0416 AG0416 STATION DESCRIPTION AG0416 AG0416'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0416'THE STATION IS IN THE NORTHEASTERN PORTION OF THE CITY OF AG0416'ST. PETERSBURG, 1.0 MILE WEST OF SMACKS BAYOU, IN SECTION 6, AG0416'TOWNSHIP 31 SOUTH, RANGE 17 EAST. AG0416' AG0416'TO REACH FROM THE JUNCTION OF 4TH STREET NORTH (SR 687) AND 38TH AG0416'AVENUE NORTH IN ST. PETERSBURG, GO EASTWARDLY ALONG 38TH AVENUE AG0416'NORTH FOR .25 MILE TO THE INTERSECTION OF 1ST STREET NORTH AND AG0416'40TH AVENUE NORTH AND THE STATION IN THE NORTHWEST CORNER AS AG0416'DESCRIBED. AG0416' AG0416'BRONZE DISK STAMPED BRIGHTWATER N SET IN TOP OF A 12 INCH AG0416'DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF AG0416'THE GROUND. AG0416' AG0416'IT IS ABOUT 41.2 FEET SOUTHWEST OF A CONCRETE LIGHT POLE, 31.9 AG0416'FEET SOUTH OF A MOBIL SERVICE STATION SIGN, 28.6 FEET NORTH OF AG0416'CENTER OF 38TH AVENUE NORTH. AG0416' AG0416'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0416 AG0416 STATION RECOVERY (1975) AG0416 AG0416'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0416'AT ST PETERSBURG. AG0416'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0416'686) AND 4TH STREET N. (S.R. 687), RUN SOUTHERLY ON 4TH STREET AG0416'N. FOR 4.05 MILE TO THE INTERSECTION OF 38TH AVE. N., TURN LEFT AG0416'ON 38TH AVE. N. AND RUN NORTHEASTERLY FOR 0.35 MILE TO THE AG0416'INTERSECTION OF 1ST STREET N. AND 40TH AVE. N. STATION ON LEFT, AG0416'IN THE NW CORNER, 29.6 FT. NORTH OF THE CENTERLINE OF 40TH AVE. AG0416'N., 56.2 FT. WEST OF THE CENTERLINE OF 1ST STREET N., 41.5 FT. AG0416'SW OF SIGNAL LIGHT POLE, NO NUMBER, 20.4 FT. SOUTH OF THE EDGE AG0416'OF SIDEWALK, 2.3 FT. NORTH OF THE BACK OF THE CURB. SET IN TOP OF AG0416'A CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 6, T 31S, AG0416'R 17E AG0416 AG0416 STATION RECOVERY (1983) AG0416 AG0416'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0416'RECOVERED IN GOOD CONDITION. AG0416 AG0416 STATION RECOVERY (1988) AG0416 AG0416'RECOVERY NOTE BY US POWER SQUADRON 1988 (ACD) AG0416'RECOVERED IN GOOD CONDITION. AG0416 AG0416 STATION RECOVERY (1990) AG0416 AG0416'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJD) AG0416'RECOVERED IN GOOD CONDITION. AG0416 AG0416 STATION RECOVERY (2003) AG0416 AG0416'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF) AG0416'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0417 *********************************************************************** AG0417 DESIGNATION - BRIGHTWATER O AG0417 PID - AG0417 AG0417 STATE/COUNTY- FL/PINELLAS AG0417 USGS QUAD - ST PETERSBURG (1987) AG0417 AG0417 *CURRENT SURVEY CONTROL AG0417 ___________________________________________________________________ AG0417* NAD 83(1990)- 27 48 22.53357(N) 082 38 03.66502(W) ADJUSTED AG0417* NAVD 88 - 2.068 (meters) 6.78 (feet) ADJUSTED AG0417 ___________________________________________________________________ AG0417 LAPLACE CORR- -1.99 (seconds) DEFLEC99 AG0417 GEOID HEIGHT- -24.46 (meters) GEOID99 AG0417 DYNAMIC HT - 2.065 (meters) 6.77 (feet) COMP AG0417 MODELED GRAV- 979,176.9 (mgal) NAVD 88 AG0417 AG0417 HORZ ORDER - SECOND AG0417 VERT ORDER - SECOND CLASS II AG0417 AG0417.The horizontal coordinates were established by classical geodetic methods AG0417.and adjusted by the National Geodetic Survey in May 1991. AG0417 AG0417.The orthometric height was determined by differential leveling AG0417.and adjusted by the National Geodetic Survey in June 1991. AG0417 AG0417.The Laplace correction was computed from DEFLEC99 derived deflections. AG0417 AG0417.The geoid height was determined by GEOID99. AG0417 AG0417.The dynamic height is computed by dividing the NAVD 88 AG0417.geopotential number by the normal gravity value computed on the AG0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0417.degrees latitude (g = 980.6199 gals.). AG0417 AG0417.The modeled gravity was interpolated from observed gravity values. AG0417 AG0417; North East Units Scale Converg. AG0417;SPC FL W - 384,901.727 137,495.722 MT 0.99998938 -0 17 45.3 AG0417;UTM 17 - 3,076,812.325 339,007.540 MT 0.99991992 -0 45 45.2 AG0417 AG0417: Primary Azimuth Mark Grid Az AG0417:SPC FL W - BRIGHTWATER P 181 47 01.7 AG0417:UTM 17 - BRIGHTWATER P 182 15 01.6 AG0417 AG0417|---------------------------------------------------------------------| AG0417| PID Reference Object Distance Geod. Az | AG0417| dddmmss.s | AG0417| AG0418 BRIGHTWATER P APPROX. 0.6 KM 1812916.4 | AG0417| AG0416 BRIGHTWATER N 260.751 METERS 35339 | AG0417|---------------------------------------------------------------------| AG0417 AG0417 SUPERSEDED SURVEY CONTROL AG0417 AG0417 NAD 83(1986)- 27 48 22.53870(N) 082 38 03.67719(W) AD( ) 2 AG0417 NAD 27 - 27 48 21.44395(N) 082 38 04.32347(W) AD( ) 2 AG0417 NGVD 29 - 2.333 (m) 7.65 (f) ADJ UNCH 2 2 AG0417 AG0417.Superseded values are not recommended for survey control. AG0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0417.See file dsdata.txt to determine how the superseded data were derived. AG0417 AG0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3900876812(NAD 83) AG0417_MARKER: DD = SURVEY DISK AG0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0417_STAMPING: BRIGHTWATER O AG0417_MARK LOGO: FL-103 AG0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0417+STABILITY: SURFACE MOTION AG0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0417+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003 AG0417 AG0417 HISTORY - Date Condition Report By AG0417 HISTORY - 1975 MONUMENTED FL-103 AG0417 HISTORY - 1975 GOOD FLDT AG0417 HISTORY - 1988 GOOD USPSQD AG0417 HISTORY - 20030308 GOOD USPSQD AG0417 AG0417 STATION DESCRIPTION AG0417 AG0417'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0417'THE STATION IS LOCATED IN THE NORTHEASTERN PORTION OF THE CITY OF AG0417'ST. PETERSBURG, IN SECTION 7, TOWNSHIP 31 SOUTH, RANGE 17 EAST. AG0417' AG0417'TO REACH FROM THE INTERSECTION OF 4TH STREET NORTH (STATE ROUTE AG0417'687) AND 38TH AVENUE NORTH, GO EASTWARDLY ALONG 38TH AVENUE NORTH AG0417'FOR .25 MILE TO THE INTERSECTION OF 1ST STREET NORTH AND 40TH AG0417'AVENUE NORTH. TURN RIGHT AND GO SOUTH FOR .20 MILE TO THE AG0417'DRIVEWAY ON THE LEFT TO THE NORTHEAST PARK BAPTIST CHURCH AND THE AG0417'STATION AS DESCRIBED. AG0417' AG0417'BRONZE DISK STAMPED BRIGHTWATER O SET IN TOP OF A 12-INCH DIAMETER AG0417'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0417' AG0417'IT IS ABOUT 36.2 FEET EAST OF CENTER OF 1ST STREET NORTH, AND AG0417'20.5 FEET SOUTH OF CENTER OF DRIVEWAY. AG0417' AG0417'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0417 AG0417 STATION RECOVERY (1975) AG0417 AG0417'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0417'AT ST PETERSBURG. AG0417'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0417'686) AND 4TH STREET N. (S.R. 687), RUN SOUTHERLY ON 4TH STREET N. AG0417'FOR 4.05 MILE TO THE INTERSECTION OF 38TH AVENUE N., TURN LEFT ON AG0417'38TH AVE. N. AND RUN NORTHEASTERLY FOR 0.35 MILE TO THE INTERSECTION AG0417'OF 1ST STREET N. AND 40TH AVE. N. TURN RIGHT ON 1ST STREET N. AG0417'AND RUN SOUTHERLY FOR 0.15 MILE. STATION ON LEFT, 39.0 FT. EAST AG0417'OF THE CENTERLINE OF 1ST ST. N., 169.6 FT. NORTH OF THE CENTERLINE AG0417'OF 37TH AVE. N., 50.5 FT. SW OF AN 8 INCH PALM TREE, 9.1 FT. EAST AG0417'OF THE EDGE OF SIDEWALK, 5.2 FT. SOUTH OF THE EDGE OF CHURCH AG0417'DRIVEWAY. SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE AG0417'GROUND. SECTION 7, T 31S, R 17E AG0417 AG0417 STATION RECOVERY (1988) AG0417 AG0417'RECOVERY NOTE BY US POWER SQUADRON 1988 (ACD) AG0417'RECOVERED IN GOOD CONDITION. AG0417 AG0417 STATION RECOVERY (2003) AG0417 AG0417'RECOVERY NOTE BY US POWER SQUADRON 2003 (JA) AG0417'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0418 *********************************************************************** AG0418 DESIGNATION - BRIGHTWATER P AG0418 PID - AG0418 AG0418 STATE/COUNTY- FL/PINELLAS AG0418 USGS QUAD - ST PETERSBURG (1987) AG0418 AG0418 *CURRENT SURVEY CONTROL AG0418 ___________________________________________________________________ AG0418* NAD 83(1990)- 27 48 01.59898(N) 082 38 04.27651(W) ADJUSTED AG0418* NAVD 88 - 1.563 (meters) 5.13 (feet) ADJUSTED AG0418 ___________________________________________________________________ AG0418 LAPLACE CORR- -2.00 (seconds) DEFLEC99 AG0418 GEOID HEIGHT- -24.45 (meters) GEOID99 AG0418 DYNAMIC HT - 1.561 (meters) 5.12 (feet) COMP AG0418 MODELED GRAV- 979,176.3 (mgal) NAVD 88 AG0418 AG0418 HORZ ORDER - SECOND AG0418 VERT ORDER - SECOND CLASS II AG0418 AG0418.The horizontal coordinates were established by classical geodetic methods AG0418.and adjusted by the National Geodetic Survey in May 1991. AG0418 AG0418.The orthometric height was determined by differential leveling AG0418.and adjusted by the National Geodetic Survey in June 1991. AG0418 AG0418.The Laplace correction was computed from DEFLEC99 derived deflections. AG0418 AG0418.The geoid height was determined by GEOID99. AG0418 AG0418.The dynamic height is computed by dividing the NAVD 88 AG0418.geopotential number by the normal gravity value computed on the AG0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0418.degrees latitude (g = 980.6199 gals.). AG0418 AG0418.The modeled gravity was interpolated from observed gravity values. AG0418 AG0418; North East Units Scale Converg. AG0418;SPC FL W - 384,257.414 137,475.656 MT 0.99998941 -0 17 45.4 AG0418;UTM 17 - 3,076,168.241 338,982.230 MT 0.99992002 -0 45 45.0 AG0418 AG0418: Primary Azimuth Mark Grid Az AG0418:SPC FL W - FEDERAL G 179 26 58.6 AG0418:UTM 17 - FEDERAL G 179 54 58.2 AG0418 AG0418|---------------------------------------------------------------------| AG0418| PID Reference Object Distance Geod. Az | AG0418| dddmmss.s | AG0418| AG0511 FEDERAL G APPROX. 1.1 KM 1790913.2 | AG0418|---------------------------------------------------------------------| AG0418 AG0418 SUPERSEDED SURVEY CONTROL AG0418 AG0418 NAD 83(1986)- 27 48 01.60409(N) 082 38 04.28875(W) AD( ) 2 AG0418 NAD 27 - 27 48 00.50873(N) 082 38 04.93495(W) AD( ) 2 AG0418 NGVD 29 - 1.828 (m) 6.00 (f) ADJ UNCH 2 2 AG0418 AG0418.Superseded values are not recommended for survey control. AG0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0418.See file dsdata.txt to determine how the superseded data were derived. AG0418 AG0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3898276168(NAD 83) AG0418_MARKER: DD = SURVEY DISK AG0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0418_STAMPING: BRIGHTWATER P AG0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0418+STABILITY: SURFACE MOTION AG0418 AG0418 HISTORY - Date Condition Report By AG0418 HISTORY - 1975 MONUMENTED FL-103 AG0418 HISTORY - 1975 GOOD FLDT AG0418 HISTORY - 20030316 GOOD USPSQD AG0418 AG0418 STATION DESCRIPTION AG0418 AG0418'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0418'THE STATION IS LOCATED IN THE NORTHEASTERN PORTION OF THE CITY OF AG0418'ST. PETERSBURG, IN SECTION 7, TOWNSHIP 31 SOUTH, RANGE 17 EAST. AG0418' AG0418'TO REACH FROM THE INTERSECTION OF 4TH STREET NORTH (STATE ROUTE AG0418'687) AND 38TH AVENUE NORTH, GO EASTWARDLY ALONG 38TH AVENUE NORTH AG0418'FOR .25 MILE TO THE INTERSECTION OF 1ST STREET NORTH AND 40TH AG0418'AVENUE NORTH. TURN RIGHT AND GO SOUTH ON 1ST STREET NORTH FOR AG0418'.60 MILE TO THE INTERSECTION OF 31ST AVENUE NORTH ON THE AG0418'RIGHT. STATION IS IN THE NORTHWEST CORNER OF INTERSECTION AS AG0418'DESCRIBED. AG0418' AG0418'BRONZE DISK STAMPED BRIGHTWATER P SET IN TOP OF A 12-INCH AG0418'DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF AG0418'THE GROUND. AG0418' AG0418'IT IS ABOUT 42.2 FEET NORTH OF CENTER OF 31ST AVENUE NORTH, AG0418'22.2 FEET WEST OF CENTER OF 1ST STREET NORTH, AND 13.4 FEET SOUTH AG0418'OF CENTER OF DRIVEWAY. AG0418' AG0418'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0418 AG0418 STATION RECOVERY (1975) AG0418 AG0418'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0418'AT ST PETERSBURG. AG0418'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0418'686) AND 4TH STREET N. (S.R. 687), RUN SOUTHERLY ON 4TH STREET N. AG0418'FOR 4.05 MILE TO THE INTERSECTION OF 38TH AVE. N., TURN LEFT ON AG0418'38TH AVE. N. AND RUN NORTHEASTERLY FOR 0.35 MILE TO THE INTERSECTION AG0418'OF 1ST STREET N. AND 40TH AVE. N., TURN RIGHT ON 1ST STREET N. AND AG0418'RUN SOUTHERLY FOR 0.55 MI. TO THE T JUNCTION OF 31ST AVE. N. AG0418'STATION ON RIGHT, IN THE NW CORNER, 22.6 FT. WEST OF THE CENTERLINE AG0418'OF 1ST STREET N., 40.8 FT. NORTH OF THE CENTERLINE OF 31ST AVE. AG0418'N., 25.0 FT. E/NE OF A 12 INCH OAK TREE, 3.2 FT. EAST OF THE EDGE AG0418'OF SIDEWALK, 1.7 FT. WEST OF THE BACK OF CURB. SET IN TOP OF A AG0418'CONCRETE POST THAT IS FLSUH WITH THE GROUND. SECTION 7, T 31S, AG0418'R 17E AG0418 AG0418 STATION RECOVERY (2003) AG0418 AG0418'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF) AG0418'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7369 *********************************************************************** AG7369 DESIGNATION - BRIGHTWATER R RESET AG7369 PID - AG7369 AG7369 STATE/COUNTY- FL/PINELLAS AG7369 USGS QUAD - PORT TAMPA (1983) AG7369 AG7369 *CURRENT SURVEY CONTROL AG7369 ___________________________________________________________________ AG7369* NAD 83(1986)- 27 49 55. (N) 082 36 47. (W) SCALED AG7369* NAVD 88 - 1.69 (+/-2cm) 5.5 (feet) VERTCON AG7369 ___________________________________________________________________ AG7369 GEOID HEIGHT- -24.53 (meters) GEOID99 AG7369 AG7369 VERT ORDER - THIRD (See Below) AG7369 AG7369.The horizontal coordinates were scaled from a topographic map and have AG7369.an estimated accuracy of +/- 6 seconds. AG7369 AG7369.The NAVD 88 height was computed by applying the VERTCON shift value to AG7369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7369.The vertical order pertains to the superseded datum. AG7369 AG7369.The geoid height was determined by GEOID99. AG7369 AG7369; North East Units Estimated Accuracy AG7369;SPC FL W - 387,740. 139,610. MT (+/- 180 meters Scaled) AG7369 AG7369 SUPERSEDED SURVEY CONTROL AG7369 AG7369 NGVD 29 - 1.96 (m) 6.4 (f) RESET 3 AG7369 AG7369.Superseded values are not recommended for survey control. AG7369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7369.See file dsdata.txt to determine how the superseded data were derived. AG7369 AG7369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL411796(NAD 83) AG7369_MARKER: DB = BENCH MARK DISK AG7369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7369_STAMPING: BRIGHTWATER R AG7369_PROJECTION: FLUSH AG7369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7369+STABILITY: SURFACE MOTION AG7369 AG7369 HISTORY - Date Condition Report By AG7369 HISTORY - 1979 MONUMENTED FL-103 AG7369 HISTORY - 1976 GOOD FL-103 AG7369 AG7369 STATION DESCRIPTION AG7369 AG7369'DESCRIBED BY PINELLAS COUNTY FLORIDA 1979 AG7369'IN ST PETERSBURG. AG7369'2.50 MILES SOUTHERLY ALONG 4TH STREET NORTH FROM THE INTERSECTION AG7369'OF STATE ROUTE 686 (ROOSEVELT BLVD) TO THE INTERSECTION OF 62ND AG7369'AVENUE NORTH, THENCE EAST ALONG 62ND STREET NORTH FOR 1.50 MILES AG7369'TO STATION ON LEFT, 24.4 FEET NORTHWEST OF THE CENTERLINE OF 62ND AG7369'AVENUE NORTH, 13.5 FEET SOUTHEAST OF A TELEPHONE POLE WITH GUY AG7369'WIRE, AND 13.4 FEET NORTHWEST OF A TELEPHONE POLE NO ML-2264. AG7369 AG7369 STATION RECOVERY (1976) AG7369 AG7369'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1976 (DF) AG7369'THE STATION IS LOCATED IN THE NORTHEASTERN PORTION OF THE CITY OF AG7369'ST. PETERSBURG, ABOUT .45 MILE WEST OF PAPYS BAYOU, IN SECTION AG7369'32, TOWNSHIP 30 SOUTH, RANGE 17 EAST. AG7369' AG7369'TO REACH FROM THE JUNCTION OF STATE ROUTE 687 (4TH STREET N.), AG7369'STATE ROUTE 686 (ROOSEVELT BOULEVARD), AND STATE ROUTE 600 (GANDY AG7369'BOULEVARD), GO SOUTH ON 4TH STREET NORTH FOR 2.50 MILES TO THE AG7369'INTERSECTION OF 62ND AVENUE N. TURN LEFT AND GO EAST ON 62ND AG7369'AVENUE N. FOR 1.40 MILES TO A CURVE TO THE LEFT, CONTINUE THROUGH AG7369'THE CURVE FOR .15 MILE TO A CURVE TO THE RIGHT. STATION IS ON AG7369'THE NORTH SIDE OF THE ROAD AS DESCRIBED. AG7369' AG7369'BRONZE DISK STAMPED BRIGHTWATER R SET IN TOP OF A 12 INCH AG7369'DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF AG7369'THE GROUND. AG7369' AG7369'IT IS 24.4 FEET NORTHWEST OF CENTER OF 62ND AVENUE N., 4.2 FEET AG7369'SOUTHEAST OF A TELEPHONE POLE GUY WIRE, 3.5 FEET NORTHWEST OF A AG7369'TELEPHONE POLE NUMBER ML-2264. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0419 *********************************************************************** AG0419 DESIGNATION - BRIGHTWATER RM 1 AG0419 PID - AG0419 AG0419 STATE/COUNTY- FL/PINELLAS AG0419 USGS QUAD - PORT TAMPA (1983) AG0419 AG0419 *CURRENT SURVEY CONTROL AG0419 ___________________________________________________________________ AG0419* NAD 83(1986)- 27 48 07. (N) 082 36 35. (W) SCALED AG0419* NAVD 88 - 1.449 (meters) 4.75 (feet) ADJUSTED AG0419 ___________________________________________________________________ AG0419 GEOID HEIGHT- -24.50 (meters) GEOID99 AG0419 DYNAMIC HT - 1.447 (meters) 4.75 (feet) COMP AG0419 MODELED GRAV- 979,175.7 (mgal) NAVD 88 AG0419 AG0419 VERT ORDER - SECOND CLASS II AG0419 AG0419.The horizontal coordinates were scaled from a topographic map and have AG0419.an estimated accuracy of +/- 6 seconds. AG0419 AG0419.The orthometric height was determined by differential leveling AG0419.and adjusted by the National Geodetic Survey in June 1991. AG0419 AG0419.The geoid height was determined by GEOID99. AG0419 AG0419.The dynamic height is computed by dividing the NAVD 88 AG0419.geopotential number by the normal gravity value computed on the AG0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0419.degrees latitude (g = 980.6199 gals.). AG0419 AG0419.The modeled gravity was interpolated from observed gravity values. AG0419 AG0419; North East Units Estimated Accuracy AG0419;SPC FL W - 384,410. 139,920. MT (+/- 180 meters Scaled) AG0419 AG0419 SUPERSEDED SURVEY CONTROL AG0419 AG0419 NGVD 29 - 1.713 (m) 5.62 (f) ADJ UNCH 2 2 AG0419 AG0419.Superseded values are not recommended for survey control. AG0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0419.See file dsdata.txt to determine how the superseded data were derived. AG0419 AG0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL414763(NAD 83) AG0419_MARKER: DR = REFERENCE MARK DISK AG0419_SETTING: 30 = SIDEWALK AG0419_STAMPING: BRIGHTWATER NO 1 1973 AG0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0419+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2003 AG0419 AG0419 HISTORY - Date Condition Report By AG0419 HISTORY - 1973 MONUMENTED NGS AG0419 HISTORY - 1975 GOOD FLDT AG0419 HISTORY - 1988 GOOD USPSQD AG0419 HISTORY - 20030226 GOOD USPSQD AG0419 AG0419 STATION DESCRIPTION AG0419 AG0419'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0419'AT ST PETERSBURG. AG0419'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0419'686) AND 4TH STREET N. (S.R. 687), RUN SOUTHERLY ON 4TH STREET AG0419'N. FOR 5.1 MILE TO THE INTERSECTION OF 22ND AVE. N., TURN LEFT AG0419'ON 22ND AVE. N. AND RUN EASTERLY FOR 0.65 MILE TO THE T JUNCTION AG0419'OF COFFEE POT BLVD., TURN RIGHT ON COFFEE POT BLVD. AND RUN AG0419'SOUTHERLY FOR 0.1 MILE TO THE INTERSECTION OF 21ST AVE. N. AG0419'(SNELL ISLE BLVD.), TURN LEFT ON SNELL ISLE BLVD. AND RUN EASTERLY AG0419'FOR 1.45 MILE TO THE T JUNCTION OF RAFAEL BLVD. STATION ON LEFT, AG0419'IN THE NW CORNER, 40.0 FT. WEST OF THE CENTERLINE OF SNELL ISLE AG0419'BLVD., 44.0 FT. NORTH OF THE CENTERLINE OF RAFAEL BLVD., 39.3 FT. AG0419'NE OF A POWER AND LIGHT POLE, NUMBER 1-88710, 23.9 FT. NW OF THE AG0419'BACK OF CURB, 22.4 FT. NW OF POWER POLE, NO NUMBER. SET IN TOP AG0419'OF THE CONCRETE SIDEWALK. SECTION 9, T 31S, R 17E AG0419 AG0419 STATION RECOVERY (1988) AG0419 AG0419'RECOVERY NOTE BY US POWER SQUADRON 1988 (ACD) AG0419'RECOVERED IN GOOD CONDITION. AG0419 AG0419 STATION RECOVERY (2003) AG0419 AG0419'RECOVERY NOTE BY US POWER SQUADRON 2003 (SIT) AG0419'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. 686) AG0419'AND 4TH STREET N. (S.R. 687), RUN SOUTHERLY ON 4TH STREET N. FOR 5.1 AG0419'MILES TO THE INTERSECTION OF 22ND AVENUE. N., TURN LEFT ON 22ND AVE. AG0419'N. AND RUN EASTERLY FOR 0.65 MILE TO THE T JUNCTION OF COFFEE POT AG0419'BLVD., AG0419'TURN RIGHT ON COFFEE POT BLVD. AND RUN SOUTHERLY FOR 0.1 MILE TO THE AG0419'INTERSECTION OF 21ST AVE. N. (SNELL ISLE BLVD.), TURN LEFT ON SNELL AG0419'ISLE BLVD. AND RUN EASTERLY FOR 1.45 MILE TO THE T JUNCTION OF RAFAEL AG0419'BLVD. AG0419'STATION ON LEFT IN THE NW CORNER, 40.0 FT. WEST OF THE CENTERLINE OF AG0419'SNELL ISLE BLVD., 44.0 FT. NORTH OF THE CENTERLINE OF RAFAEL BLVD., 34 AG0419'FT. NNE (38 DEGREES) FROM POWER POLE FPC-B20950 AG0419'(YELLOW STRIP 264320), 23.9 FT. NW OF THE BACK OF CURB, 22.3 FT. WNW AG0419'(298 DEGREES) FROM LIGHT POLE 153391, 56.5 FT. SSW (205 DEGREES) FROM AG0419'FIRE HYDRANT (YELLOW AND GREEN). AG0419'SET IN TOP OF THE CONCRETE SIDEWALK. AG0419' 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0399 *********************************************************************** AG0399 DESIGNATION - BRIGHTWATER S AG0399 PID - AG0399 AG0399 STATE/COUNTY- FL/PINELLAS AG0399 USGS QUAD - PORT TAMPA (1983) AG0399 AG0399 *CURRENT SURVEY CONTROL AG0399 ___________________________________________________________________ AG0399* NAD 83(1990)- 27 49 42.75077(N) 082 37 01.83693(W) ADJUSTED AG0399* NAVD 88 - 1.822 (meters) 5.98 (feet) ADJUSTED AG0399 ___________________________________________________________________ AG0399 LAPLACE CORR- -1.88 (seconds) DEFLEC99 AG0399 GEOID HEIGHT- -24.52 (meters) GEOID99 AG0399 DYNAMIC HT - 1.819 (meters) 5.97 (feet) COMP AG0399 MODELED GRAV- 979,178.2 (mgal) NAVD 88 AG0399 AG0399 HORZ ORDER - SECOND AG0399 VERT ORDER - SECOND CLASS II AG0399 AG0399.The horizontal coordinates were established by classical geodetic methods AG0399.and adjusted by the National Geodetic Survey in May 1991. AG0399 AG0399.The orthometric height was determined by differential leveling AG0399.and adjusted by the National Geodetic Survey in June 1991. AG0399 AG0399.The Laplace correction was computed from DEFLEC99 derived deflections. AG0399 AG0399.The geoid height was determined by GEOID99. AG0399 AG0399.The dynamic height is computed by dividing the NAVD 88 AG0399.geopotential number by the normal gravity value computed on the AG0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0399.degrees latitude (g = 980.6199 gals.). AG0399 AG0399.The modeled gravity was interpolated from observed gravity values. AG0399 AG0399; North East Units Scale Converg. AG0399;SPC FL W - 387,362.317 139,200.417 MT 0.99998679 -0 17 17.2 AG0399;UTM 17 - 3,079,258.769 340,732.102 MT 0.99991310 -0 45 18.4 AG0399 AG0399: Primary Azimuth Mark Grid Az AG0399:SPC FL W - BRIGHTWATER T 269 32 03.5 AG0399:UTM 17 - BRIGHTWATER T 270 00 04.7 AG0399 AG0399|---------------------------------------------------------------------| AG0399| PID Reference Object Distance Geod. Az | AG0399| dddmmss.s | AG0399| AG0400 BRIGHTWATER R 224.435 METERS 05912 | AG0399| AG0398 BRIGHTWATER T APPROX. 0.6 KM 2691446.3 | AG0399|---------------------------------------------------------------------| AG0399 AG0399 SUPERSEDED SURVEY CONTROL AG0399 AG0399 NAD 83(1986)- 27 49 42.75596(N) 082 37 01.84905(W) AD( ) 2 AG0399 NAD 27 - 27 49 41.66476(N) 082 37 02.49724(W) AD( ) 2 AG0399 NGVD 29 - 2.084 (m) 6.84 (f) ADJ UNCH 2 2 AG0399 AG0399.Superseded values are not recommended for survey control. AG0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0399.See file dsdata.txt to determine how the superseded data were derived. AG0399 AG0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4073279259(NAD 83) AG0399_MARKER: DD = SURVEY DISK AG0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0399_STAMPING: BRIGHTWATER S AG0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0399+STABILITY: SURFACE MOTION AG0399 AG0399 HISTORY - Date Condition Report By AG0399 HISTORY - 1976 MONUMENTED FL-103 AG0399 HISTORY - 1976 GOOD NGS AG0399 HISTORY - 1983 MARK NOT FOUND USPSQD AG0399 HISTORY - 1990 MARK NOT FOUND USPSQD AG0399 HISTORY - 20030223 MARK NOT FOUND USPSQD AG0399 AG0399 STATION DESCRIPTION AG0399 AG0399'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0399'THE STATION IS LOCATED IN THE NORTHEASTERN PORTION OF THE CITY OF AG0399'ST. PETERSBURG, ABOUT .55 MILE WEST OF PAPYS BAYOU, IN SECTION AG0399'32, TOWNSHIP 30 SOUTH, RANGE 17 EAST. AG0399' AG0399'TO REACH FROM THE JUNCTION OF STATE ROUTE 687 (4TH STREET N.), AG0399'STATE ROUTE 686 (ROOSEVELT BOULEVARD), AND STATE ROUTE 600 (GANDY AG0399'BOULEVARD), GO SOUTH ON 4TH STREET N. FOR 2.50 MILES TO THE AG0399'INTERSECTION OF 62ND AVENUE N. TURN LEFT AND GO EAST ON 62ND AG0399'AVENUE N. FOR 1.40 MILES TO A CURVE TO THE LEFT, AND THE END AG0399'OF A 6 FOOT HIGH CHAIN LINK FENCE AROUND THE CITY OF ST. AG0399'PETERSBURG GAS DEPARTMENT LAND ON THE SOUTH SIDE OF THE ROAD AND AG0399'THE STATION AS DESCRIBED. AG0399' AG0399'BRONZE DISK STAMPED BRIGHTWATER S SET IN TOP OF A 12 INCH AG0399'DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF AG0399'THE GROUND. AG0399' AG0399'IT IS 33.3 FEET NORTHEAST OF THE NORTHEAST FENCE CORNER AROUND AG0399'THE ST. PETERSBURG GAS DEPARTMENT, 26.0 FEET SOUTH OF CENTER OF AG0399'62ND AVENUE N., 6.6 FEET NORTH OF A POWER POLE NUMBER 11-85353. AG0399' AG0399'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0399 AG0399 STATION RECOVERY (1976) AG0399 AG0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0399'IN ST PETERSBURG. AG0399'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0399'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH ST. FOR 2.50 AG0399'MILES TO THE INTERSECTION OF 62ND AVE. N., TURN LEFT AND RUN EASTERLY AG0399'ON 62ND AVE. N. FOR 1.35 MILES. STATION ON RIGHT, 20.7 FT. SOUTH OF AG0399'THE CENTERLINE OF 62ND AVE. N., 49.9 FT. S.S.E. OF A LIGHT POLE AG0399'(NUMBER 1-88621), 33.6 FT. N.N.E. OF THE N.E. CORNER OF A 6 FT. HIGH AG0399'CHAIN LINK FENCE THAT SURROUNDS SEWAGE TREATMENT PLANT, 6.6 FT. NORTH AG0399'OF A POWER POLE (NUMBER 1-85353), 4.6 FT. SOUTH OF THE BACK OF CURB, AG0399'1.0 FT. NORTH OF THE FACE OF SIDEWALK. SET IN THE TOP OF A CONCRETE AG0399'POST THAT IS FLUSH WITH THE GROUND. SECTION 32, T 30, R 17. AG0399 AG0399 STATION RECOVERY (1983) AG0399 AG0399'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0399'MARK NOT FOUND. AG0399 AG0399 STATION RECOVERY (1990) AG0399 AG0399'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJD) AG0399'MARK NOT FOUND. AG0399 AG0399 STATION RECOVERY (2003) AG0399 AG0399'RECOVERY NOTE BY US POWER SQUADRON 2003 (TFK) AG0399'STREET HAS BEEN WIDENED WITH NEW SIDEWALKS AND POLES/CHAIN LINK FENCE AG0399'NOT HELPFUL AS IT HAS BEEN REPLACED AND LENGHTENED 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0398 *********************************************************************** AG0398 DESIGNATION - BRIGHTWATER T AG0398 PID - AG0398 AG0398 STATE/COUNTY- FL/PINELLAS AG0398 USGS QUAD - PORT TAMPA (1983) AG0398 AG0398 *CURRENT SURVEY CONTROL AG0398 ___________________________________________________________________ AG0398* NAD 83(1990)- 27 49 42.48964(N) 082 37 24.11883(W) ADJUSTED AG0398* NAVD 88 - 1.242 (meters) 4.07 (feet) ADJUSTED AG0398 ___________________________________________________________________ AG0398 LAPLACE CORR- -1.90 (seconds) DEFLEC99 AG0398 GEOID HEIGHT- -24.51 (meters) GEOID99 AG0398 DYNAMIC HT - 1.240 (meters) 4.07 (feet) COMP AG0398 MODELED GRAV- 979,178.3 (mgal) NAVD 88 AG0398 AG0398 HORZ ORDER - SECOND AG0398 VERT ORDER - SECOND CLASS II AG0398 AG0398.The horizontal coordinates were established by classical geodetic methods AG0398.and adjusted by the National Geodetic Survey in May 1991. AG0398 AG0398.The orthometric height was determined by differential leveling AG0398.and adjusted by the National Geodetic Survey in June 1991. AG0398 AG0398.The Laplace correction was computed from DEFLEC99 derived deflections. AG0398 AG0398.The geoid height was determined by GEOID99. AG0398 AG0398.The dynamic height is computed by dividing the NAVD 88 AG0398.geopotential number by the normal gravity value computed on the AG0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0398.degrees latitude (g = 980.6199 gals.). AG0398 AG0398.The modeled gravity was interpolated from observed gravity values. AG0398 AG0398; North East Units Scale Converg. AG0398;SPC FL W - 387,357.360 138,590.628 MT 0.99998771 -0 17 27.6 AG0398;UTM 17 - 3,079,258.782 340,122.338 MT 0.99991550 -0 45 28.8 AG0398 AG0398: Primary Azimuth Mark Grid Az AG0398:SPC FL W - RIO H 271 18 58.8 AG0398:UTM 17 - RIO H 271 47 00.0 AG0398 AG0398|---------------------------------------------------------------------| AG0398| PID Reference Object Distance Geod. Az | AG0398| dddmmss.s | AG0398| AG0857 RIO H APPROX. 0.7 KM 2710131.2 | AG0398|---------------------------------------------------------------------| AG0398 AG0398 SUPERSEDED SURVEY CONTROL AG0398 AG0398 NAD 83(1986)- 27 49 42.49488(N) 082 37 24.13095(W) AD( ) 2 AG0398 NAD 27 - 27 49 41.40366(N) 082 37 24.77858(W) AD( ) 2 AG0398 NGVD 29 - 1.504 (m) 4.93 (f) ADJ UNCH 2 2 AG0398 AG0398.Superseded values are not recommended for survey control. AG0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0398.See file dsdata.txt to determine how the superseded data were derived. AG0398 AG0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4012279259(NAD 83) AG0398_MARKER: DD = SURVEY DISK AG0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0398_STAMPING: BRIGHTWATER T AG0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0398+STABILITY: SURFACE MOTION AG0398 AG0398 HISTORY - Date Condition Report By AG0398 HISTORY - 1976 MONUMENTED FL-103 AG0398 HISTORY - 1976 GOOD NGS AG0398 HISTORY - 1983 GOOD USPSQD AG0398 HISTORY - 1988 MARK NOT FOUND USPSQD AG0398 HISTORY - 20030316 MARK NOT FOUND USPSQD AG0398 AG0398 STATION DESCRIPTION AG0398 AG0398'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0398'THE STATION IS LOCATED IN THE NORTHEASTERN PORTION OF THE CITY OF AG0398'ST. PETERSBURG, ABOUT 1.0 MILE WEST OF PAPYS BAYOU, IN SECTION AG0398'32, TOWNSHIP 30 SOUTH, RANGE 17 EAST. AG0398' AG0398'TO REACH FROM THE JUNCTION OF STATE ROUTE 687 (4TH STREET N.), AG0398'STATE ROUTE 686 (ROOSEVELT BOULEVARD), AND STATE ROUTE 600 (GANDY AG0398'BOULEVARD), GO SOUTH ON 4TH STREET N. FOR 2.50 MILES TO THE AG0398'INTERSECTION OF 62ND AVENUE N. TURN LEFT AND GO EAST ON 62ND AG0398'AVENUE N. FOR 1.00 MILE TO THE INTERSECTION OF FOCH ST. NE ON AG0398'THE RIGHT AND THE STATION IN THE NORTHEAST CORNER AS DESCRIBED. AG0398' AG0398'BRONZE DISK STAMPED BRIGHTWATER T SET IN TOP OF A 12 INCH AG0398'DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF AG0398'THE GROUND. AG0398' AG0398'IT IS 41.9 FEET EAST OF CENTER OF FOCH ST. NE, 31.4 FEET SOUTH AG0398'OF CENTER OF 62ND AVENUE N., 13.7 FEET NORTH OF THE NORTH EDGE OF AG0398'THE SIDEWALK. AG0398' AG0398'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0398 AG0398 STATION RECOVERY (1976) AG0398 AG0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0398'IN ST PETERSBURG. AG0398'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0398'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH ST. FOR 2.50 AG0398'MILES TO THE INTERSECTION OF 62ND AVE. N., TURN LEFT AND RUN EASTERLY AG0398'ON 62ND AVE. N. FOR 0.95 MILES TO THE INTERSECTION OF FOCH ST. N.E. AG0398'STATION ON RIGHT, S.E. CORNER, 32.4 FT. SOUTH OF THE CENTERLINE OF AG0398'62ND AVE. N., 41.1 FT. EAST OF THE CENTERLINE OF FOCH ST. N.E. 105.0 AG0398'FT. N.E. OF THE N.E. CORNER OF A SINGLE STORY CONCRETE BLOCK HOUSE AG0398'(848 62ND AVE. N.), 108.2 FT. W.N.W. OF A POWER POLE (NUMBER 1-91378), AG0398'13.8 FT. NORTH OF THE FACE OF SIDEWALK, 5.6 FT. SOUTH OF THE BACK OF AG0398'CURB. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE AG0398'GROUND. SECTION 32, T 30, R 17. AG0398 AG0398 STATION RECOVERY (1983) AG0398 AG0398'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0398'RECOVERED IN GOOD CONDITION. AG0398 AG0398 STATION RECOVERY (1988) AG0398 AG0398'RECOVERY NOTE BY US POWER SQUADRON 1988 (ACD) AG0398'MARK NOT FOUND. AG0398 AG0398 STATION RECOVERY (2003) AG0398 AG0398'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF) AG0398'ST PETERSBURG CITY ENGINEERING DEPT LISTS MARK AS DESTROYED. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5325 *********************************************************************** AG5325 DESIGNATION - C AG5325 PID - AG5325 AG5325 STATE/COUNTY- FL/PINELLAS AG5325 USGS QUAD - ST PETERSBURG (1987) AG5325 AG5325 *CURRENT SURVEY CONTROL AG5325 ___________________________________________________________________ AG5325* NAD 83(1986)- 27 50 37. (N) 082 38 19. (W) SCALED AG5325* NAVD 88 - 1.499 (meters) 4.92 (feet) ADJUSTED AG5325 ___________________________________________________________________ AG5325 GEOID HEIGHT- -24.51 (meters) GEOID99 AG5325 DYNAMIC HT - 1.497 (meters) 4.91 (feet) COMP AG5325 MODELED GRAV- 979,179.9 (mgal) NAVD 88 AG5325 AG5325 VERT ORDER - FIRST CLASS I AG5325 AG5325.The horizontal coordinates were scaled from a topographic map and have AG5325.an estimated accuracy of +/- 6 seconds. AG5325 AG5325.The orthometric height was determined by differential leveling AG5325.and adjusted by the National Geodetic Survey in June 1991. AG5325 AG5325.The geoid height was determined by GEOID99. AG5325 AG5325.The dynamic height is computed by dividing the NAVD 88 AG5325.geopotential number by the normal gravity value computed on the AG5325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5325.degrees latitude (g = 980.6199 gals.). AG5325 AG5325.The modeled gravity was interpolated from observed gravity values. AG5325 AG5325; North East Units Estimated Accuracy AG5325;SPC FL W - 389,040. 137,100. MT (+/- 180 meters Scaled) AG5325 AG5325 SUPERSEDED SURVEY CONTROL AG5325 AG5325 NGVD 29 - 1.761 (m) 5.78 (f) ADJ UNCH 1 1 AG5325 AG5325.Superseded values are not recommended for survey control. AG5325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5325.See file dsdata.txt to determine how the superseded data were derived. AG5325 AG5325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386809(NAD 83) AG5325_MARKER: DD = SURVEY DISK AG5325_SETTING: 30 = CULVERT AG5325_STAMPING: C AG5325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG5325 AG5325 HISTORY - Date Condition Report By AG5325 HISTORY - UNK MONUMENTED FLHD AG5325 HISTORY - 1966 GOOD NGS AG5325 HISTORY - 19990216 GOOD USPSQD AG5325 HISTORY - 20010331 GOOD NGS AG5325 AG5325 STATION DESCRIPTION AG5325 AG5325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG5325'4.9 MI N FROM ST PETERSBURG. AG5325'ABOUT 4.9 MILES NORTH ALONG N. 4TH STREET FROM THE POST OFFICE AG5325'AT ST. PETERSBURG, ABOUT 55 YARDS NORTHWEST OF THE CENTER OF THE AG5325'JUNCTION OF 77TH AVENUE N., 11.7 FEET WEST OF THE WEST CURB OF AG5325'THE STREET, ABOUT 2 FEET BELOW THE LEVEL OF THE STREET AND IN THE AG5325'TOP 3.7 FEET SOUTH OF THE NORTH END OF THE WEST CONCRETE HEAD AG5325'WALL FOR A TRIPLE BOX CULVERT UNDER THE STREET. AG5325 AG5325 STATION RECOVERY (1999) AG5325 AG5325'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5325'RECOVERED IN GOOD CONDITION. AG5325 AG5325 STATION RECOVERY (2001) AG5325 AG5325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5325'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7376 *********************************************************************** AG7376 DESIGNATION - CAMPUS H RESET AG7376 PID - AG7376 AG7376 STATE/COUNTY- FL/PINELLAS AG7376 USGS QUAD - SAFETY HARBOR (1956) AG7376 AG7376 *CURRENT SURVEY CONTROL AG7376 ___________________________________________________________________ AG7376* NAD 83(1986)- 27 59 19. (N) 082 43 47. (W) SCALED AG7376* NAVD 88 - 24.82 (+/-2cm) 81.4 (feet) VERTCON AG7376 ___________________________________________________________________ AG7376 GEOID HEIGHT- -24.65 (meters) GEOID99 AG7376 AG7376 VERT ORDER - THIRD (See Below) AG7376 AG7376.The horizontal coordinates were scaled from a topographic map and have AG7376.an estimated accuracy of +/- 6 seconds. AG7376 AG7376.The NAVD 88 height was computed by applying the VERTCON shift value to AG7376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7376.The vertical order pertains to the superseded datum. AG7376 AG7376.The geoid height was determined by GEOID99. AG7376 AG7376; North East Units Estimated Accuracy AG7376;SPC FL W - 405,160. 128,220. MT (+/- 180 meters Scaled) AG7376 AG7376 SUPERSEDED SURVEY CONTROL AG7376 AG7376 NGVD 29 - 25.08 (m) 82.3 (f) RESET 3 AG7376 AG7376.Superseded values are not recommended for survey control. AG7376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7376.See file dsdata.txt to determine how the superseded data were derived. AG7376 AG7376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298971(NAD 83) AG7376_MARKER: DD = SURVEY DISK AG7376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7376_STAMPING: CAMPUS H AG7376_PROJECTION: FLUSH AG7376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7376+STABILITY: SURFACE MOTION AG7376 AG7376 HISTORY - Date Condition Report By AG7376 HISTORY - 1978 MONUMENTED FL-103 AG7376 HISTORY - 1985 GOOD USPSQD AG7376 AG7376 STATION DESCRIPTION AG7376 AG7376'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978 AG7376'IN CLEARWATER. AG7376'2.20 MILES SOUTHERLY ALONG U.S. HIGHWAY 19 FROM THE INTERSECTION AG7376'OF U.S. HIGHWAY 19 AND STATE ROUTE 580 TO SUNSET POINT DRIVE AG7376'(STATE ROUTE 588), IN THE SOUTHEAST CORNER, 93.0 FEET EAST OF THE AG7376'CENTERLINE OF U.S. HIGHWAY 19, 35.9 FEET SOUTH OF THE CENTERLINE AG7376'OF SUNSET POINT DRIVE, 137.3 FEET NORTHWEST OF THE NORTHWEST AG7376'CORNER OF A 1-STORY BRICK BUILDING NO 1921 U.S.19, 21.6 FEET AG7376'NORTH-NORTHWEST OF A POWER POLE NO 2-24481, 18.8 FEET NORTHWEST AG7376'OF CENTERLINE OF GENERAL TELEPHONE MANHOLE, 14.3 FEET NORTHWEST AG7376'OF CENTERLINE OF GENERAL TELEPHONE MANHOLE, AND 7.5 FEET SOUTHEAST AG7376'OF EDGE OF PAVEMENT. AG7376 AG7376 STATION RECOVERY (1985) AG7376 AG7376'RECOVERY NOTE BY US POWER SQUADRON 1985 (FWB) AG7376'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7357 *********************************************************************** AG7357 DESIGNATION - CAMPUS V RESET AG7357 PID - AG7357 AG7357 STATE/COUNTY- FL/PINELLAS AG7357 USGS QUAD - CLEARWATER (1987) AG7357 AG7357 *CURRENT SURVEY CONTROL AG7357 ___________________________________________________________________ AG7357* NAD 83(1986)- 27 58 04. (N) 082 45 14. (W) SCALED AG7357* NAVD 88 - 21.22 (+/-2cm) 69.6 (feet) VERTCON AG7357 ___________________________________________________________________ AG7357 GEOID HEIGHT- -24.57 (meters) GEOID99 AG7357 AG7357 VERT ORDER - THIRD (See Below) AG7357 AG7357.The horizontal coordinates were scaled from a topographic map and have AG7357.an estimated accuracy of +/- 6 seconds. AG7357 AG7357.The NAVD 88 height was computed by applying the VERTCON shift value to AG7357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7357.The vertical order pertains to the superseded datum. AG7357 AG7357.The geoid height was determined by GEOID99. AG7357 AG7357; North East Units Estimated Accuracy AG7357;SPC FL W - 402,870. 125,830. MT (+/- 180 meters Scaled) AG7357 AG7357 SUPERSEDED SURVEY CONTROL AG7357 AG7357 NGVD 29 - 21.48 (m) 70.5 (f) RESET 3 AG7357 AG7357.Superseded values are not recommended for survey control. AG7357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7357.See file dsdata.txt to determine how the superseded data were derived. AG7357 AG7357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL274948(NAD 83) AG7357_MARKER: DB = BENCH MARK DISK AG7357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7357_STAMPING: CAMPUS V AG7357_PROJECTION: FLUSH AG7357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7357+STABILITY: SURFACE MOTION AG7357 AG7357 HISTORY - Date Condition Report By AG7357 HISTORY - 1978 MONUMENTED FL-103 AG7357 HISTORY - 1985 MARK NOT FOUND USPSQD AG7357 HISTORY - 1987 GOOD USPSQD AG7357 HISTORY - 19870507 GOOD USPSQD AG7357 AG7357 STATION DESCRIPTION AG7357 AG7357'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978 AG7357'IN CLEARWATER. AG7357'2.85 MILES EASTERLY ALONG STATE ROUTE 590 FROM THE INTERSECTION AG7357'OF U.S. ALT. HIGHWAY 19 (STATE ROUTE 595 AND NORTH FT HARRISON AG7357'AVENUE) AND STATE ROUTE 590 (DREW STREET) TO HERCULES AVENUE, AG7357'41.5 FEET SOUTH OF THE CENTERLINE OF DREW STREET, 48.0 FEET EAST AG7357'OF THE CENTERLINE OF HERCULES AVENUE, 3.1 FEET NORTH-NORTHWEST AG7357'OF POWER AND LIGHTPOLE NO 2-29725, 2.5 FEET SOUTHEAST OF THE AG7357'BACK OF CURB, AND 3.9 FEET NORTH OF THE FACE OF SIDEWALK. AG7357 AG7357 STATION RECOVERY (1985) AG7357 AG7357'RECOVERY NOTE BY US POWER SQUADRON 1985 (FWB) AG7357'MARK NOT FOUND. AG7357 AG7357 STATION RECOVERY (1987) AG7357 AG7357'RECOVERY NOTE BY US POWER SQUADRON 1987 (MRE) AG7357'RECOVERED IN GOOD CONDITION. AG7357 AG7357 STATION RECOVERY (1987) AG7357 AG7357'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB) AG7357'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG2181 *********************************************************************** AG2181 DESIGNATION - CENTRAL AG2181 PID - AG2181 AG2181 STATE/COUNTY- FL/PINELLAS AG2181 USGS QUAD - ST PETERSBURG (1987) AG2181 AG2181 *CURRENT SURVEY CONTROL AG2181 ___________________________________________________________________ AG2181* NAD 83(1990)- 27 46 17.65777(N) 082 38 17.70852(W) ADJUSTED AG2181* NAVD 88 - 50. (meters) 164. (feet) SCALED AG2181 ___________________________________________________________________ AG2181 LAPLACE CORR- -1.99 (seconds) DEFLEC99 AG2181 GEOID HEIGHT- -24.40 (meters) GEOID99 AG2181 AG2181 HORZ ORDER - SECOND AG2181 AG2181.The horizontal coordinates were established by classical geodetic methods AG2181.and adjusted by the National Geodetic Survey in May 1991. AG2181 AG2181.The orthometric height was scaled from a topographic map. AG2181 AG2181.The Laplace correction was computed from DEFLEC99 derived deflections. AG2181 AG2181.The geoid height was determined by GEOID99. AG2181 AG2181; North East Units Scale Converg. AG2181;SPC FL W - 381,059.853 137,091.376 MT 0.99999001 -0 17 50.6 AG2181;UTM 17 - 3,072,974.133 338,571.967 MT 0.99992166 -0 45 48.6 AG2181 AG2181|---------------------------------------------------------------------| AG2181| PID Reference Object Distance Geod. Az | AG2181| dddmmss.s | AG2181| CW6995 CENTRAL RM 1 3.441 METERS 00242 | AG2181| AG2199 ST PETERSBURG FIRST UN METH CH 254.711 METERS 02114 | AG2181| AG2183 ST PETERSBURG FIRST METH CH 254.649 METERS 02115 | AG2181| AG2137 SNELL ISLE COUNTRY CLUB TANK APPROX. 3.3 KM 0311849.0 | AG2181| AG2136 SNELL ISLE COUNTRY CLUB TWR APPROX. 3.3 KM 0311942.3 | AG2181| AG2189 ST PETERSBURG VINOY PARK HOTEL APPROX. 1.1 KM 0463234.0 | AG2181| AG2139 ST PETERSBURG MUN PIER FLAG APPROX. 1.6 KM 0820543.2 | AG2181| AG2175 ST PETERSBURG WHITE STACK ICE 395.883 METERS 11455 | AG2181| CW6996 CENTRAL RM 2 3.014 METERS 12427 | AG2181| AG2185 ST PETERSBURG FLA PWR W STACK APPROX. 1.5 KM 1740545.7 | AG2181| AG2224 ST PETERSBURG ST MARYS CATH CH APPROX. 0.7 KM 1844327.2 | AG2181| AG2487 ST PETERSBURG LAKEWOOD TANK APPROX. 5.8 KM 2084718.3 | AG2181| AG2502 PASS A GRILLE BCH DON CESAR TK APPROX.11.7 KM 2324716.5 | AG2181| AG2200 CENTRAL 2 2.110 METERS 23904 | AG2181| AG2477 GULFPORT MUN TANK APPROX. 7.2 KM 2472925.1 | AG2181| AG2180 ST PETERSBURG MUN GAS STACK APPROX. 1.3 KM 2511023.2 | AG2181| AG2177 GULFPORT STETSON UNIV CUPOLA APPROX. 8.1 KM 2580038.1 | AG2181| AG2194 ST PETERSBURG FLA MIL ACAD TK APPROX. 8.1 KM 2645151.8 | AG2181| AG2172 ST PETERSBURG BLACK MUN TANK APPROX. 9.7 KM 2703305.2 | AG2181| AG2179 ST PETERSBURG 9TH AVE MUN TANK APPROX. 2.2 KM 2972050.0 | AG2181| AG2191 ST PETERSBURG SE BASE APPROX. 4.1 KM 3154441.0 | AG2181| AG2190 PINELLAS PARK SILVER MUN TANK APPROX.10.5 KM 3155208.2 | AG2181| AG2188 ST PETERSBURG ST PETER EPIS CH 200.563 METERS 34713 | AG2181| AG2176 ST PETERSBURG 13TH AVE MUN TK APPROX. 1.5 KM 3514453.9 | AG2181|---------------------------------------------------------------------| AG2181 AG2181 SUPERSEDED SURVEY CONTROL AG2181 AG2181 NAD 83(1986)- 27 46 17.66262(N) 082 38 17.72118(W) AD( ) 2 AG2181 NAD 27 - 27 46 16.56412(N) 082 38 18.36621(W) AD( ) 2 AG2181 AG2181.Superseded values are not recommended for survey control. AG2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2181.See file dsdata.txt to determine how the superseded data were derived. AG2181 AG2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3857272974(NAD 83) AG2181_MARKER: DS = TRIANGULATION STATION DISK AG2181_SETTING: 0 = UNSPECIFIED SETTING AG2181 AG2181 HISTORY - Date Condition Report By AG2181 HISTORY - 1934 MONUMENTED CGS AG2181 HISTORY - 1941 GOOD CGS AG2181 HISTORY - 1958 SEE DESCRIPTION CGS AG2181 HISTORY - 20030316 MARK NOT FOUND USPSQD AG2181 AG2181 STATION DESCRIPTION AG2181 AG2181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA) AG2181'THIS STATION IS LOCATED ON THE ROOF OF THE ELEVATOR SHAFT ON AG2181'THE EQUITABLE BUILDING WHICH IS AT 4TH STREET AND CENTRAL AG2181'AVENUE IN ST. PETERSBURG. THE MARK IS A REGULATION COAST AND AG2181'GEODETIC SURVEY BRONZE TABLET SET IN THE ROOF OF THE ELEVATOR AG2181'SHAFT. IT IS ABOUT 6 FEET FROM THE S EDGE OF THE SHAFT AND AG2181'7 FEET FROM ITS W EDGE. AG2181' AG2181'REFERENCE MARK NO.1 IS ALSO SET IN THE ROOF OF THE ELEVATOR AG2181'SHAFT 11.29 FEET N OF THE STATION AND 1.5 FEET S OF THE N AG2181'PARAPET. AG2181' AG2181'REFERENCE MARK NO.2 IS ALSO SET IN THE ROOF OF THE ELEVATOR AG2181'SHAFT (NEAR SE CORNER), 2 FEET FROM BOTH THE S AND E EDGES, AG2181'AND 9.89 FEET ESE OF THE STATION. REFERENCE MARKS ARE STANDARD AG2181'DISKS. AG2181' AG2181'NO AZIMUTH MARK WAS SET, BUT ANY OF THE LISTED OBJECTS AG2181'ARE SUITABLE FOR AZIMUTHS. AG2181 AG2181 STATION RECOVERY (1941) AG2181 AG2181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KGC) AG2181'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE AG2181'1934 DESCRIPTION. AG2181' AG2181'1. THE BUILDING IS NOW THE FIRST FEDERAL BUILDING INSTEAD AG2181'OF EQUITABLE BUILDING. AG2181' AG2181'2. IT IS 6.6 FEET N OF S EDGE OF ROOF INSTEAD OF 6 FEET. AG2181' AG2181'3. IT IS 7.8 FEET E OF W EDGE OF ROOF INSTEAD OF 7 FEET. AG2181' AG2181'4. REFERENCE MARK NO.2 IS ONE FOOT FROM THE S AND E EDGES OF AG2181'ROOF INSTEAD OF 2 FEET. AG2181' AG2181'IT IS 9.85 FEET ESE FROM STATION INSTEAD OF 9.89 FEET. AG2181' AG2181'NOTE--THE ELEVATOR SHAFT HAS BEEN RE-COVERED WITH TAR AND AG2181'SLAG, BUT ALL MARKS ARE COVERED BY 3 INCHES OF LOOSE SLAG. AG2181' AG2181'THE REVISED DESCRIPTION FOLLOWS--THE STATION IS LOCATED ON THE AG2181'ROOF OF THE ELEVATOR SHAFT OF THE FIRST FEDERAL BUILDING, WHICH AG2181'IS AT THE NE CORNER OF INTERSECTION OF FOURTH STREET AND AG2181'CENTRAL AVENUE, 6.6 FEET N OF S EDGE OF ROOF AND 7.8 FEET W OF AG2181'E EDGE OF ROOF. AG2181' AG2181'STATION MARK IS A STANDARD DISK, STAMPED CENTRAL 1934, SET AG2181'FLUSH IN THE ELEVATOR SHAFT ROOF. AG2181' AG2181'REFERENCE MARK NO.1 IS A STANDARD DISK, STAMPED CENTRAL NO.1 AG2181'1934, SET FLUSH IN THE ROOF OF ELEVATOR SHAFT. IT IS LOCATED AG2181'11.29 FEET N 13 DEG E (MAGNETIC AZIMUTH COMPASS) FROM THE STATION, AG2181'AND 1.5 FEET S OF N PARAPET. AG2181' AG2181'REFERENCE MARK NO.2 IS A STANDARD DISK, STAMPED CENTRAL NO.2 AG2181'1934, SET FLUSH IN THE ROOF OF THE ELEVATOR SHAFT. IT IS AG2181'LOCATED 9.85 FEET S 53 DEG E (MAGNETIC AZIMUTH COMPASS) FROM THE AG2181'STATION, IN THE SE CORNER OF THE ROOF AND ONE FOOT FROM EACH EDGE. AG2181 AG2181 STATION RECOVERY (1958) AG2181 AG2181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW) AG2181'THIS STATION, REFERENCE MARKS 1 AND 2 WOULD HAVE BEEN DESTROYED AG2181'BY ROOF CONSTRUCTION IN THE NEAR FUTURE. IT WAS RESET IN AG2181'NOVEMBER 1958. AG2181 AG2181 STATION RECOVERY (2003) AG2181 AG2181'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF) AG2181'ST PETERSBURG CITY ENGINEERING DEPT LISTS MARK AS DESTROYED. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5324 *********************************************************************** AG5324 DESIGNATION - D AG5324 PID - AG5324 AG5324 STATE/COUNTY- FL/PINELLAS AG5324 USGS QUAD - ST PETERSBURG (1987) AG5324 AG5324 *CURRENT SURVEY CONTROL AG5324 ___________________________________________________________________ AG5324* NAD 83(1986)- 27 50 09. (N) 082 38 18. (W) SCALED AG5324* NAVD 88 - 1.085 (meters) 3.56 (feet) ADJUSTED AG5324 ___________________________________________________________________ AG5324 GEOID HEIGHT- -24.50 (meters) GEOID99 AG5324 DYNAMIC HT - 1.083 (meters) 3.55 (feet) COMP AG5324 MODELED GRAV- 979,179.3 (mgal) NAVD 88 AG5324 AG5324 VERT ORDER - FIRST CLASS I AG5324 AG5324.The horizontal coordinates were scaled from a topographic map and have AG5324.an estimated accuracy of +/- 6 seconds. AG5324 AG5324.The orthometric height was determined by differential leveling AG5324.and adjusted by the National Geodetic Survey in June 1991. AG5324 AG5324.The geoid height was determined by GEOID99. AG5324 AG5324.The dynamic height is computed by dividing the NAVD 88 AG5324.geopotential number by the normal gravity value computed on the AG5324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5324.degrees latitude (g = 980.6199 gals.). AG5324 AG5324.The modeled gravity was interpolated from observed gravity values. AG5324 AG5324; North East Units Estimated Accuracy AG5324;SPC FL W - 388,180. 137,120. MT (+/- 180 meters Scaled) AG5324 AG5324 SUPERSEDED SURVEY CONTROL AG5324 AG5324 NGVD 29 - 1.347 (m) 4.42 (f) ADJ UNCH 1 1 AG5324 AG5324.Superseded values are not recommended for survey control. AG5324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5324.See file dsdata.txt to determine how the superseded data were derived. AG5324 AG5324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386800(NAD 83) AG5324_MARKER: DD = SURVEY DISK AG5324_SETTING: 30 = CULVERT AG5324_STAMPING: D AG5324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG5324 AG5324 HISTORY - Date Condition Report By AG5324 HISTORY - UNK MONUMENTED FLHD AG5324 HISTORY - 1966 GOOD NGS AG5324 HISTORY - 19990209 GOOD USPSQD AG5324 HISTORY - 20010331 GOOD NGS AG5324 AG5324 STATION DESCRIPTION AG5324 AG5324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG5324'AT ST PETERSBURG. AG5324'AT ST. PETERSBURG, ABOUT 4.4 MILES NORTH ALONG N. 4TH STREET FROM AG5324'THE POST OFFICE, NEAR THE JUNCTION OF 70TH AVENUE N., 11.5 FEET AG5324'EAST OF THE EAST CURB OF THE STREET, ABOUT 2 FEET BELOW THE LEVEL AG5324'OF THE STREET AND IN THE TOP NEAR THE CENTER OF THE EAST CONCRETE AG5324'HEAD WALL FOR A 8-FOOT BOX CULVERT UNDER THE STREET. AG5324 AG5324 STATION RECOVERY (1999) AG5324 AG5324'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5324'RECOVERED IN GOOD CONDITION. AG5324 AG5324 STATION RECOVERY (2001) AG5324 AG5324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5324'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6305 *********************************************************************** AL6305 DESIGNATION - D 21 RESET 1950 AL6305 PID - AL6305 AL6305 STATE/COUNTY- FL/PINELLAS AL6305 USGS QUAD - OLDSMAR (1987) AL6305 AL6305 *CURRENT SURVEY CONTROL AL6305 ___________________________________________________________________ AL6305* NAD 83(1986)- 28 02 26. (N) 082 40 06. (W) SCALED AL6305* NAVD 88 - 2.94 (meters) 9.6 (feet) RESET AL6305 ___________________________________________________________________ AL6305 GEOID HEIGHT- -24.85 (meters) GEOID99 AL6305 AL6305 VERT ORDER - THIRD AL6305 AL6305.The horizontal coordinates were scaled from a topographic map and have AL6305.an estimated accuracy of +/- 6 seconds. AL6305 AL6305.The orthometric height was computed from unverified reset data. AL6305.No vertical observational check was made to the station. AL6305 AL6305.The geoid height was determined by GEOID99. AL6305 AL6305; North East Units Estimated Accuracy AL6305;SPC FL W - 410,880. 134,290. MT (+/- 180 meters Scaled) AL6305 AL6305 SUPERSEDED SURVEY CONTROL AL6305 AL6305 NGVD 29 - 3.20 (m) 10.5 (f) RESET 3 AL6305 AL6305.Superseded values are not recommended for survey control. AL6305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6305.See file dsdata.txt to determine how the superseded data were derived. AL6305 AL6305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM360028(NAD 83) AL6305_MARKER: DE = TRAVERSE STATION DISK AL6305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6305_STAMPING: D 21 1934 RESET 1950 AL6305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6305+STABILITY: SURFACE MOTION AL6305 AL6305 HISTORY - Date Condition Report By AL6305 HISTORY - 1950 MONUMENTED CGS AL6305 HISTORY - 1959 GOOD NGS AL6305 HISTORY - 1983 MARK NOT FOUND USPSQD AL6305 AL6305 STATION DESCRIPTION AL6305 AL6305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 AL6305'AT OLDSMAR. AL6305'THE DIRT ROAD HAS BEEN CHANGES. A NEW DESCRIPTION FOLLOWS. AL6305'AT OLDSMAR, 0.15 MILE NORTHWEST OF THE SEABOARD AIR LINE RAILROAD AL6305'STATION, 188 FT. WEST OF THE CENTER OF THE JUNCTION OF BAYVIEW AL6305'BOULEVARD AND STATE HIGHWAY 584, 48 FT. NORTH OF THE CENTER LINE AL6305'OF THE HIGHWAY, 56 YARDS SOUTHEAST OF A SMALL WHITE FRAME CHURCH AL6305'74 FT. EAST OF TELEPHONE POLE 554, 9 FT. WEST OF THE CENTER LINE AL6305'OF A DIRT ROAD LEADING NORTH, 8 FT. NORTH OF THE WEST END OF A AL6305'TWIN 30 INCH CONCRETE PIPE CULVERT, 2.9 FT. EAST OF A STEEL WITNESS AL6305'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE AL6305'GROUND. AL6305 AL6305 STATION RECOVERY (1983) AL6305 AL6305'RECOVERY NOTE BY US POWER SQUADRON 1983 AL6305'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0484 *********************************************************************** AG0484 DESIGNATION - DESOTO AG0484 PID - AG0484 AG0484 STATE/COUNTY- FL/PINELLAS AG0484 USGS QUAD - ANNA MARIA (1981) AG0484 AG0484 *CURRENT SURVEY CONTROL AG0484 ___________________________________________________________________ AG0484* NAD 83(1999)- 27 37 24.22011(N) 082 42 50.93230(W) ADJUSTED AG0484* NAVD 88 - 1.289 (meters) 4.23 (feet) ADJUSTED AG0484 ___________________________________________________________________ AG0484 X - 717,187.002 (meters) COMP AG0484 Y - -5,609,510.171 (meters) COMP AG0484 Z - 2,939,581.475 (meters) COMP AG0484 LAPLACE CORR- -1.71 (seconds) DEFLEC99 AG0484 ELLIP HEIGHT- -23.02 (meters) (06/12/02) GPS OBS AG0484 GEOID HEIGHT- -24.20 (meters) GEOID99 AG0484 DYNAMIC HT - 1.287 (meters) 4.22 (feet) COMP AG0484 MODELED GRAV- 979,159.4 (mgal) NAVD 88 AG0484 AG0484 HORZ ORDER - THIRD AG0484 VERT ORDER - SECOND CLASS II AG0484 ELLP ORDER - FOURTH CLASS I AG0484 AG0484.The horizontal coordinates were established by classical geodetic methods AG0484.and adjusted by the National Geodetic Survey in June 2002. AG0484 AG0484.The orthometric height was determined by differential leveling AG0484.and adjusted by the National Geodetic Survey in June 1991. AG0484 AG0484.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG0484 AG0484.The Laplace correction was computed from DEFLEC99 derived deflections. AG0484 AG0484.The ellipsoidal height was determined by GPS observations AG0484.and is referenced to NAD 83. AG0484 AG0484.The geoid height was determined by GEOID99. AG0484 AG0484.The dynamic height is computed by dividing the NAVD 88 AG0484.geopotential number by the normal gravity value computed on the AG0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0484.degrees latitude (g = 980.6199 gals.). AG0484 AG0484.The modeled gravity was interpolated from observed gravity values. AG0484 AG0484; North East Units Scale Converg. AG0484;SPC FL W - 364,681.040 129,515.481 MT 1.00000248 -0 19 52.1 AG0484;UTM 17 - 3,056,658.300 330,863.858 MT 0.99995312 -0 47 41.9 AG0484 AG0484: Primary Azimuth Mark Grid Az AG0484:SPC FL W - DESOTO RM 3 333 46 32.0 AG0484:UTM 17 - DESOTO RM 3 334 14 21.8 AG0484 AG0484|---------------------------------------------------------------------| AG0484| PID Reference Object Distance Geod. Az | AG0484| dddmmss.s | AG0484| AG0491 DESOTO RM 1 21.840 METERS 07939 | AG0484| AG0492 DESOTO RM 2 22.979 METERS 30328 | AG0484| AG0490 DESOTO RM 3 3332639.9 | AG0484| AG2513 FORT DESOTO PARK COUNTY TANK APPROX. 1.1 KM 3350500.2 | AG0484|---------------------------------------------------------------------| AG0484 AG0484 SUPERSEDED SURVEY CONTROL AG0484 AG0484 NAD 83(1990)- 27 37 24.21841(N) 082 42 50.93136(W) AD( ) 2 AG0484 ELLIP HT - -22.89 (m) (05/01/91) GP( ) 4 1 AG0484 NAD 83(1986)- 27 37 24.22242(N) 082 42 50.94368(W) AD( ) 2 AG0484 NAD 27 - 27 37 23.10534(N) 082 42 51.58403(W) AD( ) 2 AG0484 NGVD 29 - 1.579 (m) 5.18 (f) ADJ UNCH 2 2 AG0484 AG0484.Superseded values are not recommended for survey control. AG0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0484.See file dsdata.txt to determine how the superseded data were derived. AG0484 AG0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3086456658(NAD 83) AG0484_MARKER: DD = SURVEY DISK AG0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0484_STAMPING: DESOTO 1973 AG0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0484+STABILITY: SURFACE MOTION AG0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0484+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1987 AG0484 AG0484 HISTORY - Date Condition Report By AG0484 HISTORY - 1973 MONUMENTED FLDT AG0484 HISTORY - 1976 GOOD NGS AG0484 HISTORY - 1977 GOOD NGS AG0484 HISTORY - 19870603 GOOD AG0484 HISTORY - 19910426 GOOD USPSQD AG0484 HISTORY - 19940214 GOOD USPSQD AG0484 HISTORY - 19940214 GOOD USPSQD AG0484 HISTORY - 19971031 MARK NOT FOUND USPSQD AG0484 HISTORY - 19991129 GOOD USPSQD AG0484 HISTORY - 20000130 GOOD USPSQD AG0484 HISTORY - 20010331 GOOD NGS AG0484 AG0484 STATION DESCRIPTION AG0484 AG0484'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973 (JDS) AG0484'THE STATION IS LOCATED ON MULLETT KEY, IN FORT DE SOTO PARK, AG0484'ABOUT 12 MILES SOUTHWEST OF ST. PETERSBURG, IN THE FRONT LAWN AG0484'OF THE FORT DE SOTO PARK ADMINISTRATIVE BUILDING AND ON AG0484'PROPERTY OWNED BY PINELLAS COUNTY. AG0484' AG0484'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AG0484'AND STATE HIGHWAY A19A (PINELLAS BAYWAY) IN THE SOUTH EDGE OF AG0484'ST. PETERSBURG, GO WEST ON HIGHWAY A19A FOR 0.3 MILE TO A TOLL AG0484'BOOTH. CONTINUE WEST ON STATE HIGHWAY A19A FOR 1.4 MILES TO A AG0484'SIDE ROAD LEFT. TURN LEFT AND GO SOUTH ON A PAVED ROAD AS PER AG0484'SIGN FT. DESOTO PARK FOR 0.8 MILE TO A SECOND TOLL BOOTH. AG0484'CONTINUE SOUTH ON THE PAVED ROAD FOR 3.6 MILES TO THE LAST TOLL AG0484'BOOTH. CONTINUE SOUTH ON THE PAVED ROAD FOR 1.7 MILES TO AG0484'REFERENCE MARK 3 ON THE LEFT. CONTINUE SOUTH ON THE PAVED ROAD AG0484'FOR 0.3 MILE TO A T-INTERSECTION AND THE STATION. AG0484' AG0484'STATION MARKS ARE STANDARD DISKS STAMPED DESOTO 1973. THE AG0484'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL AG0484'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE. IT IS 106 FEET AG0484'SOUTH OF THE CENTER OF THE T-INTERSECTION, 38 FEET NORTH OF A AG0484'FLAGPOLE AND 61 FEET SOUTHEAST OF A FIRE HYDRANT. THE AG0484'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF AG0484'CONCRETE 46 INCHES BELOW THE GROUND SURFACE. AG0484' AG0484'REFERENCE MARK 1, A STANDARD DISK STAMPED DESOTO NO 1 1973, AG0484'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AG0484'FLUSH WITH THE GROUND SURFACE. IT IS 125 FEET SOUTH OF THE AG0484'CENTER OF THE PAVED ROAD, 47 FEET SOUTH OF A WATER MAIN AND AG0484'69.5 FEET EAST OF THE FLAGPOLE. AG0484' AG0484'REFERENCE MARK 2, A STANDARD DISK STAMPED DESOTO NO 2 1973, AG0484'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AG0484'FLUSH WITH THE GROUND SURFACE. IT IS 51 FEET SOUTHWEST OF THE AG0484'CENTER OF THE T-INTERSECTION, 44 FEET SOUTH OF THE CENTER OF THE AG0484'PAVED ROAD, 40 FEET NORTHEAST OF A ROAD RIGHT-OF-WAY MARKER AND AG0484'28 FEET NORTH OF THE FIRE HYDRANT. AG0484' AG0484'REFERENCE MARK 3, A STANDARD DISK STAMPED DESOTO NO 3 1973, AG0484'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AG0484'FLUSH WITH THE GROUND SURFACE. IT IS 35 FEET EAST OF THE AG0484'CENTER OF THE PAVED ROAD, 11 FEET WEST OF A 5-INCH TREE AND AG0484'3 FEET NORTH OF A METAL WITNESS POST. AG0484' AG0484'HEIGHT OF LIGHT ABOVE STATION MARK 18.2 METERS. AG0484 AG0484 STATION RECOVERY (1976) AG0484 AG0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0484'IN ST PETERSBURG. AG0484'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S. AG0484'ALT. HWY. 19A (PINELLAS BAYWAY, SR 682). RUN WESTERLY ON PINELLAS AG0484'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF SR 693 (PAVED SIDE ROAD AG0484'LEADING SOUTH TO FORT DESOTO PARK). TURN LEFT ON SR 693 AND RUN AG0484'SOUTHERLY FOR 6.85 MILES TO THE INTERSECTION OF SR 699. STATION TO AG0484'THE SOUTH, 108.8 FT. SOUTH OF THE CENTERLINE OF SR 699, 0.5 FT. WEST AG0484'OF THE EXTENDED CENTERLINE OF SR 693, 61.8 FT. S.E. OF A FIRE HYDRANT, AG0484'38.5 FT. NORTH OF AN ALUMINUM FLAG POLE. SET IN TOP OF A CONCRETE AG0484'POST THAT IS FLUSH WITH THE GROUND. AG0484 AG0484 STATION RECOVERY (1977) AG0484 AG0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RRW) AG0484'STATION, RM NO 1 AND RM 2 AND AZIMUTH MARK ALL RECOVERED AS AG0484'DESCRIBED IN GOOD CONDITION. THE AZIMUTH MARK (RM NO. 3) AG0484'IS 11 FEET WEST OF A 5-INCH LIVE OAK TREE IN A GROUP OF OAK AG0484'TREES NEAREST ROAD. AG0484 AG0484 STATION RECOVERY (1987) AG0484 AG0484'RECOVERED 1987 AG0484'RECOVERED IN GOOD CONDITION. AG0484 AG0484 STATION RECOVERY (1991) AG0484 AG0484'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG0484'RECOVERED IN GOOD CONDITION. AG0484 AG0484 STATION RECOVERY (1994) AG0484 AG0484'RECOVERY NOTE BY US POWER SQUADRON 1994 AG0484'RECOVERED IN GOOD CONDITION. AG0484 AG0484 STATION RECOVERY (1994) AG0484 AG0484'RECOVERY NOTE BY US POWER SQUADRON 1994 AG0484'RECOVERED IN GOOD CONDITION. AG0484 AG0484 STATION RECOVERY (1997) AG0484 AG0484'RECOVERY NOTE BY US POWER SQUADRON 1997 AG0484'MARK NOT FOUND. AG0484 AG0484 STATION RECOVERY (1999) AG0484 AG0484'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0484'RECOVERED IN GOOD CONDITION. AG0484 AG0484 STATION RECOVERY (2000) AG0484 AG0484'RECOVERY NOTE BY US POWER SQUADRON 2000 AG0484'RECOVERED IN GOOD CONDITION. AG0484 AG0484 STATION RECOVERY (2001) AG0484 AG0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0484'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0487 *********************************************************************** AG0487 DESIGNATION - DESOTO B AG0487 PID - AG0487 AG0487 STATE/COUNTY- FL/PINELLAS AG0487 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0487 AG0487 *CURRENT SURVEY CONTROL AG0487 ___________________________________________________________________ AG0487* NAD 83(1999)- 27 38 13.07109(N) 082 41 56.64575(W) ADJUSTED AG0487* NAVD 88 - 1.989 (meters) 6.53 (feet) ADJUSTED AG0487 ___________________________________________________________________ AG0487 X - 718,574.785 (meters) COMP AG0487 Y - -5,608,630.059 (meters) COMP AG0487 Z - 2,940,913.982 (meters) COMP AG0487 LAPLACE CORR- -1.72 (seconds) DEFLEC99 AG0487 ELLIP HEIGHT- -22.40 (meters) (05/29/03) GPS OBS AG0487 GEOID HEIGHT- -24.23 (meters) GEOID99 AG0487 DYNAMIC HT - 1.986 (meters) 6.52 (feet) COMP AG0487 MODELED GRAV- 979,160.5 (mgal) NAVD 88 AG0487 AG0487 HORZ ORDER - FIRST AG0487 VERT ORDER - SECOND CLASS II AG0487 ELLP ORDER - FOURTH CLASS II AG0487 AG0487.The horizontal coordinates were established by GPS observations AG0487.and adjusted by the National Geodetic Survey in May 2003. AG0487 AG0487.The orthometric height was determined by differential leveling AG0487.and adjusted by the National Geodetic Survey in June 1991. AG0487 AG0487.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG0487 AG0487.The Laplace correction was computed from DEFLEC99 derived deflections. AG0487 AG0487.The ellipsoidal height was determined by GPS observations AG0487.and is referenced to NAD 83. AG0487 AG0487.The geoid height was determined by GEOID99. AG0487 AG0487.The dynamic height is computed by dividing the NAVD 88 AG0487.geopotential number by the normal gravity value computed on the AG0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0487.degrees latitude (g = 980.6199 gals.). AG0487 AG0487.The modeled gravity was interpolated from observed gravity values. AG0487 AG0487; North East Units Scale Converg. AG0487;SPC FL W - 366,176.213 131,012.349 MT 0.99999990 -0 19 27.4 AG0487;UTM 17 - 3,058,141.227 332,372.707 MT 0.99994684 -0 47 18.0 AG0487 AG0487: Primary Azimuth Mark Grid Az AG0487:SPC FL W - DESOTO 225 01 59.1 AG0487:UTM 17 - DESOTO 225 29 49.7 AG0487 AG0487|---------------------------------------------------------------------| AG0487| PID Reference Object Distance Geod. Az | AG0487| dddmmss.s | AG0487| AG0484 DESOTO APPROX. 2.1 KM 2244231.7 | AG0487| AG0488 DESOTO B AZ MK 1 68.222 METERS 23756 | AG0487| AG2513 FORT DESOTO PARK COUNTY TANK APPROX. 2.0 KM 2543901.4 | AG0487|---------------------------------------------------------------------| AG0487 AG0487 SUPERSEDED SURVEY CONTROL AG0487 AG0487 NAD 83(1990)- 27 38 13.06872(N) 082 41 56.64416(W) AD( ) 1 AG0487 NAD 83(1986)- 27 38 13.07299(N) 082 41 56.65655(W) AD( ) 1 AG0487 NAD 27 - 27 38 11.95779(N) 082 41 57.29786(W) AD( ) 1 AG0487 NGVD 29 - 2.280 (m) 7.48 (f) ADJ UNCH 2 2 AG0487 AG0487.Superseded values are not recommended for survey control. AG0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0487.See file dsdata.txt to determine how the superseded data were derived. AG0487 AG0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3237358141(NAD 83) AG0487_MARKER: DD = SURVEY DISK AG0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0487_STAMPING: DESOTO B AG0487_MARK LOGO: FL-103 AG0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0487+STABILITY: SURFACE MOTION AG0487 AG0487 HISTORY - Date Condition Report By AG0487 HISTORY - 1973 MONUMENTED FL-103 AG0487 HISTORY - 1976 GOOD NGS AG0487 HISTORY - 1990 GOOD USPSQD AG0487 HISTORY - 19910426 GOOD USPSQD AG0487 HISTORY - 19940214 GOOD USPSQD AG0487 HISTORY - 19991129 GOOD USPSQD AG0487 HISTORY - 20010331 GOOD NGS AG0487 AG0487 STATION DESCRIPTION AG0487 AG0487'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG0487'LOCATED AT THE NORTHEAST END OF FORT DE SOTO PARK. AG0487' AG0487'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND CENTRAL AG0487'AVENUE IN ST. PETERSBURG, GO SOUTH ON U.S. HIGHWAY 19 FOR AG0487'3.5 MILES TO THE JUNCTION OF THE BAYWAY ON THE RIGHT. TURN RIGHT AG0487'AS PER SIGN FT. DE SOTO PARK AND GO WEST FOR 0.7 MILE TO A AG0487'TOLL BOOTH. CONTINUE WESTWARDLY FOR 1.35 MILES TO A SIDE ROAD AG0487'LEFT. TURN LEFT AND GO SOUTHWARDLY AS PER SIGN FORT DE SOTO AG0487'PARK FOR 0.65 MILE TO A TOLL BOOTH. CONTINUE SOUTHWARDLY FOR AG0487'3.8 MILES TO LAST TOLL BOOTH. CONTINUE SOUTHWARDLY FOR 2.3 AG0487'MILES TO A T-ROAD JUNCTION AND TRIANGULATION STATION DESOTO AG0487'JUST NORTH OF THE DE SOTO PARK HEADQUARTERS FLAG POLE. TURN AG0487'LEFT AND GO NORTHEASTWARDLY FOR 1.4 MILES TO STATION ON THE AG0487'LEFT SIDE OF PAVING AT THE MOST EASTERLY APEX OF CURB IN AG0487'THE PARKWAY SOUTHWEST OF THE TURN AROUND CIRCLE AS AG0487'DESCRIBED. AG0487' AG0487'BRONZE DISK STAMPED DESOTO-B SET IN THE TOP OF A 12 INCH AG0487'DIAMETER ROUND CONCRETE MONUMENT THAT IS 2 INCHES ABOVE THE AG0487'GROUND. THE UNDERGROUND DISK IS SET IN A IRREGULAR MASS OF AG0487'CONCRETE 48 INCHES BELOW THE GROUND SURFACE. IT IS ABOUT 6 AG0487'FEET WEST OF THE EASTERLY APEX OF A CONCRETE CURBING, 3 FEET AG0487'NORTH OF A CONCRETE CURBING AND 3 FEET SOUTH OF A CONCRETE AG0487'CURBING. AG0487' AG0487'AZIMUTH MARK 1, JUST SOUTHWEST OF STATION IS AT THE AG0487'SOUTHWESTERLY APEX OF CURB IN THE CENTER PARKWAY AS DESCRIBED. AG0487' AG0487'BRONZE DISK STAMPED DESOTO-B AZ, 1 SET IN THE TOP OF A 12 AG0487'INCH DIAMETER ROUND CONCRETE MONUMENT THAT IS 2 INCHES ABOVE AG0487'THE GROUND. AG0487' AG0487'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0487 AG0487 STATION RECOVERY (1976) AG0487 AG0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0487'IN ST PETERSBURG. AG0487'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S. AG0487'ALT. HWY. 19A (PINELLAS BAYWAY, S.R. 682). RUN WESTERLY ON PINELLAS AG0487'BAYWAY FOR 2.3 MILES TO THE INTERSECTION S.R. 693 (PAVED SIDE ROAD AG0487'LEADING SOUTH TO FORT DESOTO PARK). TURN LEFT ON S.R. 693 AND RUN AG0487'SOUTHERLY FOR 6.85 MILES TO THE INTERSECTION OF S.R. 699. TURN LEFT AG0487'AND RUN EASTERLY AND NORTHERLY ON S.R. 699 FOR 1.45 MILES. STATION ON AG0487'LEFT AT THE S.E. END OF GRASS TRINAGLE LANE DIVIDEN, 7.1 FT. WEST OF AG0487'THE BACK OF CURB, 4.0 FT. SOUTH OF THE BACK OF CURB, 3.0 FT. NORTH OF AG0487'THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH AG0487'WITH THE GROUND. AG0487 AG0487 STATION RECOVERY (1990) AG0487 AG0487'RECOVERY NOTE BY US POWER SQUADRON 1990 (ACD) AG0487'RECOVERED IN GOOD CONDITION. AG0487 AG0487 STATION RECOVERY (1991) AG0487 AG0487'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG0487'RECOVERED IN GOOD CONDITION. AG0487 AG0487 STATION RECOVERY (1994) AG0487 AG0487'RECOVERY NOTE BY US POWER SQUADRON 1994 AG0487'RECOVERED IN GOOD CONDITION. AG0487 AG0487 STATION RECOVERY (1999) AG0487 AG0487'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0487'RECOVERED IN GOOD CONDITION. AG0487 AG0487 STATION RECOVERY (2001) AG0487 AG0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0487'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0488 *********************************************************************** AG0488 DESIGNATION - DESOTO B AZ MK 1 AG0488 PID - AG0488 AG0488 STATE/COUNTY- FL/PINELLAS AG0488 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0488 AG0488 *CURRENT SURVEY CONTROL AG0488 ___________________________________________________________________ AG0488* NAD 83(1990)- 27 38 11.89218(N) 082 41 58.75317(W) ADJUSTED AG0488* NAVD 88 - 1.995 (meters) 6.55 (feet) ADJUSTED AG0488 ___________________________________________________________________ AG0488 LAPLACE CORR- -1.72 (seconds) DEFLEC99 AG0488 GEOID HEIGHT- -24.23 (meters) GEOID99 AG0488 DYNAMIC HT - 1.992 (meters) 6.54 (feet) COMP AG0488 MODELED GRAV- 979,160.5 (mgal) NAVD 88 AG0488 AG0488 HORZ ORDER - SECOND AG0488 VERT ORDER - SECOND CLASS II AG0488 AG0488.The horizontal coordinates were established by classical geodetic methods AG0488.and adjusted by the National Geodetic Survey in May 1991. AG0488 AG0488.The orthometric height was determined by differential leveling AG0488.and adjusted by the National Geodetic Survey in June 1991. AG0488 AG0488.The Laplace correction was computed from DEFLEC99 derived deflections. AG0488 AG0488.The geoid height was determined by GEOID99. AG0488 AG0488.The dynamic height is computed by dividing the NAVD 88 AG0488.geopotential number by the normal gravity value computed on the AG0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0488.degrees latitude (g = 980.6199 gals.). AG0488 AG0488.The modeled gravity was interpolated from observed gravity values. AG0488 AG0488; North East Units Scale Converg. AG0488;SPC FL W - 366,140.252 130,954.372 MT 1.00000000 -0 19 28.4 AG0488;UTM 17 - 3,058,105.739 332,314.444 MT 0.99994709 -0 47 18.9 AG0488 AG0488 SUPERSEDED SURVEY CONTROL AG0488 AG0488 NAD 83(1986)- 27 38 11.89645(N) 082 41 58.76556(W) AD( ) 2 AG0488 NAD 27 - 27 38 10.78120(N) 082 41 59.40681(W) AD( ) 2 AG0488 NGVD 29 - 2.285 (m) 7.50 (f) ADJ UNCH 2 2 AG0488 AG0488.Superseded values are not recommended for survey control. AG0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0488.See file dsdata.txt to determine how the superseded data were derived. AG0488 AG0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3231458106(NAD 83) AG0488_MARKER: DD = SURVEY DISK AG0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0488_STAMPING: DESOTO B AZ-1 AG0488_MARK LOGO: FL-103 AG0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0488+STABILITY: SURFACE MOTION AG0488 AG0488 HISTORY - Date Condition Report By AG0488 HISTORY - 1973 MONUMENTED FL-103 AG0488 HISTORY - 1976 GOOD NGS AG0488 HISTORY - 1986 GOOD USPSQD AG0488 HISTORY - 1990 GOOD USPSQD AG0488 HISTORY - 19910426 GOOD USPSQD AG0488 HISTORY - 19940214 GOOD USPSQD AG0488 HISTORY - 19991129 GOOD USPSQD AG0488 HISTORY - 20010331 GOOD NGS AG0488 AG0488 STATION DESCRIPTION AG0488 AG0488'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 AG0488'SEE STATION DESOTO B AG0488 AG0488 STATION RECOVERY (1976) AG0488 AG0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0488'IN ST PETERSBURG. AG0488'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S. AG0488'ALT HWY. 19A (PINELLAS BAYWAY, S.R. 682). RUN WESTERLY ON PINELLAS AG0488'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF S.R. 693 (PAVED SIDE ROAD AG0488'LEADING SOUTH TO FORT DESOTO PARK). TURN LEFT ON S.R. 693 AND RUN AG0488'SOUTHERLY FOR 6.85 MILES TO THE INTERSECTION OF S.R. 699. TURN LEFT A AG0488'RUN EASTERLY AND NORTHERLY ON SR 699 FOR 1.40 MILES. STATION ON LEFT, AG0488'AT THE SOUTHWEST END OF GRASS TRIANGLE LANE DIVIDER, 101.7 FT. N.N.E. AG0488'OF A LONE 12 INCH PALM TREE, 1.5 FT. NW OF THE BACK OF CURB, 1.1 FT. AG0488'S.E OF BACK OF CURB, 1.4 FT. N.N.E. OF BACK OF CURB. SET IN THE AG0488'TOP OF A CONCRETE POST THAT IS 3 INCHES ABOVE THE GROUND. AG0488'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. AG0488 AG0488 STATION RECOVERY (1986) AG0488 AG0488'RECOVERY NOTE BY US POWER SQUADRON 1986 (PC) AG0488'RECOVERED IN GOOD CONDITION. AG0488 AG0488 STATION RECOVERY (1990) AG0488 AG0488'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAR) AG0488'RECOVERED IN GOOD CONDITION. AG0488 AG0488 STATION RECOVERY (1991) AG0488 AG0488'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG0488'RECOVERED IN GOOD CONDITION. AG0488 AG0488 STATION RECOVERY (1994) AG0488 AG0488'RECOVERY NOTE BY US POWER SQUADRON 1994 AG0488'RECOVERED IN GOOD CONDITION. AG0488 AG0488 STATION RECOVERY (1999) AG0488 AG0488'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0488'RECOVERED IN GOOD CONDITION. AG0488 AG0488 STATION RECOVERY (2001) AG0488 AG0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0488'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0494 *********************************************************************** AG0494 DESIGNATION - DUMP C AG0494 PID - AG0494 AG0494 STATE/COUNTY- FL/PINELLAS AG0494 USGS QUAD - ST PETERSBURG (1987) AG0494 AG0494 *CURRENT SURVEY CONTROL AG0494 ___________________________________________________________________ AG0494* NAD 83(1990)- 27 52 14.09647(N) 082 42 20.44664(W) ADJUSTED AG0494* NAVD 88 - 4.325 (meters) 14.19 (feet) ADJUSTED AG0494 ___________________________________________________________________ AG0494 LAPLACE CORR- -1.66 (seconds) DEFLEC99 AG0494 GEOID HEIGHT- -24.45 (meters) GEOID99 AG0494 DYNAMIC HT - 4.318 (meters) 14.17 (feet) COMP AG0494 MODELED GRAV- 979,182.7 (mgal) NAVD 88 AG0494 AG0494 HORZ ORDER - SECOND AG0494 VERT ORDER - SECOND CLASS II AG0494 AG0494.The horizontal coordinates were established by classical geodetic methods AG0494.and adjusted by the National Geodetic Survey in May 1991. AG0494 AG0494.The orthometric height was determined by differential leveling AG0494.and adjusted by the National Geodetic Survey in June 1991. AG0494 AG0494.The Laplace correction was computed from DEFLEC99 derived deflections. AG0494 AG0494.The geoid height was determined by GEOID99. AG0494 AG0494.The dynamic height is computed by dividing the NAVD 88 AG0494.geopotential number by the normal gravity value computed on the AG0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0494.degrees latitude (g = 980.6199 gals.). AG0494 AG0494.The modeled gravity was interpolated from observed gravity values. AG0494 AG0494; North East Units Scale Converg. AG0494;SPC FL W - 392,068.032 130,508.374 MT 1.00000076 -0 19 47.6 AG0494;UTM 17 - 3,084,034.919 332,079.276 MT 0.99994804 -0 47 51.2 AG0494 AG0494: Primary Azimuth Mark Grid Az AG0494:SPC FL W - DUMP B 150 21 47.9 AG0494:UTM 17 - DUMP B 150 49 51.5 AG0494 AG0494|---------------------------------------------------------------------| AG0494| PID Reference Object Distance Geod. Az | AG0494| dddmmss.s | AG0494| AG0493 DUMP B APPROX. 1.1 KM 1500200.3 | AG0494|---------------------------------------------------------------------| AG0494 AG0494 SUPERSEDED SURVEY CONTROL AG0494 AG0494 NAD 83(1986)- 27 52 14.10236(N) 082 42 20.45863(W) AD( ) 2 AG0494 NAD 27 - 27 52 13.01736(N) 082 42 21.09863(W) AD( ) 2 AG0494 NGVD 29 - 4.587 (m) 15.05 (f) ADJ UNCH 2 2 AG0494 AG0494.Superseded values are not recommended for survey control. AG0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0494.See file dsdata.txt to determine how the superseded data were derived. AG0494 AG0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3207984035(NAD 83) AG0494_MARKER: DD = SURVEY DISK AG0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0494_STAMPING: DUMP C AG0494_MARK LOGO: FL-103 AG0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0494+STABILITY: SURFACE MOTION AG0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0494+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003 AG0494 AG0494 HISTORY - Date Condition Report By AG0494 HISTORY - 1976 MONUMENTED FL-103 AG0494 HISTORY - 1976 GOOD FLDT AG0494 HISTORY - 20030308 GOOD USPSQD AG0494 AG0494 STATION DESCRIPTION AG0494 AG0494'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0494'THE STATION IS LOCATED ABOUT .50 MILE NORTH OF THE CITY OF AG0494'PINELLAS PARK, ON THE EAST SIDE OF U.S. HIGHWAY 19, IN SECTION 16, AG0494'TOWNSHIP 30 SOUTH, RANGE 16 EAST. AG0494' AG0494'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE ROUTE 688 AG0494'(ULMERTON ROAD), GO SOUTHEASTWARDLY ALONG U.S. HIGHWAY 19 FOR 1.8 AG0494'MILES TO THE SAWMILL SHOP ON THE EAST SIDE OF THE ROAD AND THE AG0494'STATION AS DESCRIBED. AG0494' AG0494'BRONZE DISK STAMPED DUMP C SET IN TOP OF A 12 INCH DIAMETER ROUND AG0494'CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0494' AG0494'IT IS 62.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SAWMILL AG0494'SHOP, 61.5 FEET NORTHEAST OF CENTER OF THE NORTHBOUND LANES OF AG0494'U.S. HIGHWAY 19, 39.1 FEET SOUTH OF CENTER OF ASPHALT DRIVE, 5.0 AG0494'FEET NORTH OF A POWER POLE NUMBER A-31963R. AG0494' AG0494'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0494 AG0494 STATION RECOVERY (1976) AG0494 AG0494'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0494'0.2 MI N FROM PINELLAS PARK. AG0494'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AG0494'ULMERTON RD. (SR 688). RUN SOUTHERLY ON U.S. HWY. 19 FOR 2.0 AG0494'MILES. STATION ON LEFT, 95.0 FT. N.E. OF THE CENTERLINE OF U.S. AG0494'HWY. 19, 51.5 FT. W.N.W. OF THE S.W. CORNER OF 1 STORY BLOCK AG0494'BUILDING (10855 COCOA INDUSTRIAL PARK, U.S. HWY. 19) 20.0 FT. AG0494'SOUTH OF THE BACK OF CONCRETE CURB, 4.8 FT. N.W. OF POWER POLE, AG0494'NUMBER 1A-31963 R. SET IN THE TOP OF A CONCRETE POST THAT IS AG0494'FLUSH WITH THE GROUND. SECTION 16, T 30, R 16. AG0494 AG0494 STATION RECOVERY (2003) AG0494 AG0494'RECOVERY NOTE BY US POWER SQUADRON 2003 (JA) AG0494'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0495 *********************************************************************** AG0495 DESIGNATION - DUMP D AG0495 PID - AG0495 AG0495 STATE/COUNTY- FL/PINELLAS AG0495 USGS QUAD - ST PETERSBURG (1987) AG0495 AG0495 *CURRENT SURVEY CONTROL AG0495 ___________________________________________________________________ AG0495* NAD 83(1990)- 27 51 21.42900(N) 082 41 43.30268(W) ADJUSTED AG0495* NAVD 88 - 4.117 (meters) 13.51 (feet) ADJUSTED AG0495 ___________________________________________________________________ AG0495 LAPLACE CORR- -1.73 (seconds) DEFLEC99 AG0495 GEOID HEIGHT- -24.44 (meters) GEOID99 AG0495 DYNAMIC HT - 4.111 (meters) 13.49 (feet) COMP AG0495 MODELED GRAV- 979,181.6 (mgal) NAVD 88 AG0495 AG0495 HORZ ORDER - SECOND AG0495 VERT ORDER - SECOND CLASS II AG0495 AG0495.The horizontal coordinates were established by classical geodetic methods AG0495.and adjusted by the National Geodetic Survey in May 1991. AG0495 AG0495.The orthometric height was determined by differential leveling AG0495.and adjusted by the National Geodetic Survey in June 1991. AG0495 AG0495.The Laplace correction was computed from DEFLEC99 derived deflections. AG0495 AG0495.The geoid height was determined by GEOID99. AG0495 AG0495.The dynamic height is computed by dividing the NAVD 88 AG0495.geopotential number by the normal gravity value computed on the AG0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0495.degrees latitude (g = 980.6199 gals.). AG0495 AG0495.The modeled gravity was interpolated from observed gravity values. AG0495 AG0495; North East Units Scale Converg. AG0495;SPC FL W - 390,441.012 131,515.246 MT 0.99999905 -0 19 29.7 AG0495;UTM 17 - 3,082,399.825 333,072.784 MT 0.99994394 -0 47 32.4 AG0495 AG0495: Primary Azimuth Mark Grid Az AG0495:SPC FL W - DUMP E 151 40 05.8 AG0495:UTM 17 - DUMP E 152 08 08.5 AG0495 AG0495|---------------------------------------------------------------------| AG0495| PID Reference Object Distance Geod. Az | AG0495| dddmmss.s | AG0495| AG0496 DUMP E APPROX. 0.7 KM 1512036.1 | AG0495|---------------------------------------------------------------------| AG0495 AG0495 SUPERSEDED SURVEY CONTROL AG0495 AG0495 NAD 83(1986)- 27 51 21.43478(N) 082 41 43.31480(W) AD( ) 2 AG0495 NAD 27 - 27 51 20.34805(N) 082 41 43.95606(W) AD( ) 2 AG0495 NGVD 29 - 4.380 (m) 14.37 (f) ADJ UNCH 2 2 AG0495 AG0495.Superseded values are not recommended for survey control. AG0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0495.See file dsdata.txt to determine how the superseded data were derived. AG0495 AG0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3307382400(NAD 83) AG0495_MARKER: DD = SURVEY DISK AG0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0495_STAMPING: DUMP D AG0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0495+STABILITY: SURFACE MOTION AG0495 AG0495 HISTORY - Date Condition Report By AG0495 HISTORY - 1976 MONUMENTED FL-103 AG0495 HISTORY - 1976 GOOD FLDT AG0495 HISTORY - 1983 GOOD USPSQD AG0495 HISTORY - 20030226 MARK NOT FOUND USPSQD AG0495 AG0495 STATION DESCRIPTION AG0495 AG0495'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0495'THE STATION IS LOCATED IN THE NORTHEASTERN SECTION OF THE TOWN OF AG0495'PINELLAS PARK, ON THE EAST SIDE OF U.S. HIGHWAY 19 AT THE DAYS AG0495'INN, IN SECTION 22, TOWNSHIP 30 SOUTH, RANGE 16 EAST. AG0495' AG0495'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19, AND STATE ROUTE AG0495'694 (PARK BOULEVARD, 74TH AVENUE N.) IN PINELLAS PARK, GO AG0495'NORTHWESTWARDLY ALONG U.S. HIGHWAY 19 FOR 1.45 MILES TO THE AG0495'DAYS INN ON THE RIGHT AND THE STATION AS DESCRIBED. AG0495' AG0495'BRONZE DISK STAMPED DUMP D SET IN TOP OF A 12 INCH DIAMETER AG0495'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0495' AG0495'IT IS ABOUT 48.2 FEET NORTHWEST OF NORTH EDGE OF SOUTH AG0495'DRIVEWAY, 40.9 FEET NORTHEAST OF CENTER OF THE NORTHBOUND LANES AG0495'OF U.S. HIGHWAY 19, 27.0 FEET SOUTHEAST OF SOUTH EDGE OF NORTH AG0495'DRIVEWAY, 3.8 FEET SOUTHWEST OF A POWER POLE NUMBER 1-90918. AG0495' AG0495'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0495 AG0495 STATION RECOVERY (1976) AG0495 AG0495'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0495'AT PINELLAS PARK. AG0495'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AG0495'49TH ST. (SR 691). RUN SOUTHERLY ON U.S. HWY. 19 FOR 0.55 MILE. AG0495'STATION ON LEFT 73.5 FT. N.E. OF THE CENTERLINE OF U.S. HWY. AG0495'19, 29.6 FT. S.W. OF THE EDGE OF ASPHALT OF GAS PUMP AREA, 27.0 AG0495'FT. SOUTH OF THE SOUTH EDGE OF PAVEMENT OF THE NORTH DRIVEWAY, AG0495'48.5 FT. NORTH OF THE NORTH EDGE OF PAVEMENT OF THE SOUTH AG0495'DRIVEWAY, (DAYS INN MOTEL), 3.5 FT. S.W. OF LIGHT POLE, NUMBER AG0495'1-90918. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH AG0495'THE GROUND. SECTION 22, T 30, R 16. AG0495 AG0495 STATION RECOVERY (1983) AG0495 AG0495'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0495'RECOVERED IN GOOD CONDITION. AG0495 AG0495 STATION RECOVERY (2003) AG0495 AG0495'RECOVERY NOTE BY US POWER SQUADRON 2003 (SIT) AG0495'REFERENCE POINTS HAVE ALL CHANGED. US-19 WIDENED, GAS PUMP AREA NO AG0495'LONGER AT DAYS IN MOTEL, LIGHT POLES HAVE BEEN CHANGED, DRIVEWAYS HAVE AG0495'BEEN WIDENED. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0498 *********************************************************************** AG0498 DESIGNATION - DUMP G AG0498 PID - AG0498 AG0498 STATE/COUNTY- FL/PINELLAS AG0498 USGS QUAD - ST PETERSBURG (1987) AG0498 AG0498 *CURRENT SURVEY CONTROL AG0498 ___________________________________________________________________ AG0498* NAD 83(1990)- 27 50 20.69754(N) 082 41 02.09441(W) ADJUSTED AG0498* NAVD 88 - 5.124 (meters) 16.81 (feet) ADJUSTED AG0498 ___________________________________________________________________ AG0498 LAPLACE CORR- -1.81 (seconds) DEFLEC99 AG0498 GEOID HEIGHT- -24.43 (meters) GEOID99 AG0498 DYNAMIC HT - 5.116 (meters) 16.78 (feet) COMP AG0498 MODELED GRAV- 979,180.3 (mgal) NAVD 88 AG0498 AG0498 HORZ ORDER - SECOND AG0498 VERT ORDER - SECOND CLASS II AG0498 AG0498.The horizontal coordinates were established by classical geodetic methods AG0498.and adjusted by the National Geodetic Survey in May 1991. AG0498 AG0498.The orthometric height was determined by differential leveling AG0498.and adjusted by the National Geodetic Survey in June 1991. AG0498 AG0498.The Laplace correction was computed from DEFLEC99 derived deflections. AG0498 AG0498.The geoid height was determined by GEOID99. AG0498 AG0498.The dynamic height is computed by dividing the NAVD 88 AG0498.geopotential number by the normal gravity value computed on the AG0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0498.degrees latitude (g = 980.6199 gals.). AG0498 AG0498.The modeled gravity was interpolated from observed gravity values. AG0498 AG0498; North East Units Scale Converg. AG0498;SPC FL W - 388,565.240 132,632.219 MT 0.99999717 -0 19 09.8 AG0498;UTM 17 - 3,080,515.112 334,174.359 MT 0.99993942 -0 47 11.6 AG0498 AG0498|---------------------------------------------------------------------| AG0498| PID Reference Object Distance Geod. Az | AG0498| dddmmss.s | AG0498| AG2281 DUMP L 354.896 METERS 04953 | AG0498| AG0655 LEALMAN C AZ MK 1 APPROX. 0.6 KM 1465722.6 | AG0498| AG7363 DUMP K 301.432 METERS 26904 | AG0498|---------------------------------------------------------------------| AG0498 AG0498 SUPERSEDED SURVEY CONTROL AG0498 AG0498 NAD 83(1986)- 27 50 20.70322(N) 082 41 02.10666(W) AD( ) 2 AG0498 NAD 27 - 27 50 19.61453(N) 082 41 02.74905(W) AD( ) 2 AG0498 NGVD 29 - 5.386 (m) 17.67 (f) ADJ UNCH 2 2 AG0498 AG0498.Superseded values are not recommended for survey control. AG0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0498.See file dsdata.txt to determine how the superseded data were derived. AG0498 AG0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3417480515(NAD 83) AG0498_MARKER: DD = SURVEY DISK AG0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0498_STAMPING: DUMP G AG0498_MARK LOGO: FL-103 AG0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0498+STABILITY: SURFACE MOTION AG0498 AG0498 HISTORY - Date Condition Report By AG0498 HISTORY - 1976 MONUMENTED FL-103 AG0498 HISTORY - 1976 GOOD FLDT AG0498 HISTORY - 1976 GOOD NGS AG0498 HISTORY - 1978 GOOD FL-103 AG0498 HISTORY - 20030217 MARK NOT FOUND USPSQD AG0498 AG0498 STATION DESCRIPTION AG0498 AG0498'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0498'STATION IS LOCATED AT THE SOUTHWEST CORNER OF THE JUNCTION OF AG0498'U.S. HIGHWAY 19 AND STATE ROUTE 694 (ALSO KNOWN AS PARK BOULEVARD AG0498'OR 74TH AVENUE N.) IN PINELLAS PARK AS DESCRIBED. AG0498' AG0498'BRONZE DISK STAMPED DUMP G SET IN TOP OF A 12 INCH DIAMETER AG0498'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0498' AG0498'IT IS 88.2 FEET SOUTH OF CENTER OF THE EAST BOUND LANES OF PARK AG0498'BOULEVARD, 54.9 FEET SOUTHWEST OF CENTER OF THE SOUTHBOUND LANES AG0498'OF U.S. HIGHWAY 19, 29.8 FEET SOUTHWEST OF A POWER POLE NUMBER AG0498'2A-3493, 1.0 FOOT EAST OF THE CONCRETE CURBING. AG0498' AG0498'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0498 AG0498 STATION RECOVERY (1976) AG0498 AG0498'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0498'AT PINELLAS PARK. AG0498'THE STATION IS AT THE INTERSECTION OF U.S. HWY. 19 AND PARK AG0498'BLVD. (SR 694, 74 AVE). STATION IN THE S.W. CORNER, 68.8 FT. AG0498'S.W. OF THE CENTERLINE OF U.S. HWY. 19, 98.0 FT. S.S.E. OF THE AG0498'CENTERLINE OF PARK BLVD., 30.5 FT. SOUTH OF POWER LIGHT POLE, AG0498'NUMBER 2A-3493, 1.5 FT. NORTH OF THE BACK OF CURB. SET IN THE AG0498'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION AG0498'27, T 30, R 16. AG0498 AG0498 STATION RECOVERY (1976) AG0498 AG0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DF) AG0498'RECOVERED AS DESCRIBED. AG0498' AG0498'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0498 AG0498 STATION RECOVERY (1978) AG0498 AG0498'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978 AG0498'RECOVERED IN GOOD CONDITION. AG0498 AG0498 STATION RECOVERY (2003) AG0498 AG0498'RECOVERY NOTE BY US POWER SQUADRON 2003 AG0498'NEW CONSTRUCTION, BRIDGE BUILT AND ROAD WIDENED 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7363 *********************************************************************** AG7363 DESIGNATION - DUMP K AG7363 PID - AG7363 AG7363 STATE/COUNTY- FL/PINELLAS AG7363 USGS QUAD - ST PETERSBURG (1987) AG7363 AG7363 *CURRENT SURVEY CONTROL AG7363 ___________________________________________________________________ AG7363* NAD 83(1990)- 27 50 20.53909(N) 082 41 13.10891(W) ADJUSTED AG7363* NAVD 88 - 6.68 (+/-2cm) 21.9 (feet) VERTCON AG7363 ___________________________________________________________________ AG7363 LAPLACE CORR- -1.80 (seconds) DEFLEC99 AG7363 GEOID HEIGHT- -24.42 (meters) GEOID99 AG7363 AG7363 HORZ ORDER - SECOND AG7363 VERT ORDER - THIRD (See Below) AG7363 AG7363.The horizontal coordinates were established by classical geodetic methods AG7363.and adjusted by the National Geodetic Survey in May 1991. AG7363 AG7363.The NAVD 88 height was computed by applying the VERTCON shift value to AG7363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7363.The vertical order pertains to the superseded datum. AG7363 AG7363.The Laplace correction was computed from DEFLEC99 derived deflections. AG7363 AG7363.The geoid height was determined by GEOID99. AG7363 AG7363; North East Units Scale Converg. AG7363;SPC FL W - 388,562.046 132,330.805 MT 0.99999768 -0 19 15.0 AG7363;UTM 17 - 3,080,514.376 333,872.947 MT 0.99994065 -0 47 16.7 AG7363 AG7363: Primary Azimuth Mark Grid Az AG7363:SPC FL W - DUMP J 274 46 46.6 AG7363:UTM 17 - DUMP J 275 14 48.3 AG7363 AG7363|---------------------------------------------------------------------| AG7363| PID Reference Object Distance Geod. Az | AG7363| dddmmss.s | AG7363| AG0498 DUMP G 301.432 METERS 08904 | AG7363| AG0499 DUMP J 471.195 METERS 2742731.6 | AG7363|---------------------------------------------------------------------| AG7363 AG7363 SUPERSEDED SURVEY CONTROL AG7363 AG7363 NAD 83(1986)- 27 50 20.54479(N) 082 41 13.12118(W) AD( ) 2 AG7363 NAD 27 - 27 50 19.45608(N) 082 41 13.76327(W) AD( ) 2 AG7363 NGVD 29 - 6.95 (m) 22.8 (f) RESET 3 AG7363 AG7363.Superseded values are not recommended for survey control. AG7363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7363.See file dsdata.txt to determine how the superseded data were derived. AG7363 AG7363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3387380514(NAD 83) AG7363_MARKER: DB = BENCH MARK DISK AG7363_SETTING: 31 = CURB AG7363_STAMPING: DUMP K AG7363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7363 AG7363 HISTORY - Date Condition Report By AG7363 HISTORY - 1978 MONUMENTED FL-103 AG7363 HISTORY - 1978 SEE DESCRIPTION FL-103 AG7363 HISTORY - 1989 MARK NOT FOUND USPSQD AG7363 HISTORY - 20030316 GOOD USPSQD AG7363 AG7363 STATION DESCRIPTION AG7363 AG7363'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978 AG7363'IN PINELLAS PARK. AG7363'0.20 MILE WESTERLY ALONG ACCESS ROAD TO 74TH AVENUE NORTH FROM AG7363'THE INTERSECTION OF U.S. HIGHWAY 19 AND 74TH AVENUE NORTH AG7363'(STATE ROUTE 694 AND PARK BLVD) TO THE ENTRANCE TO THE PINELLAS AG7363'SQUARE SHOPPING MALL ON LEFT, THENCE LEFT AND GO SOUTHERLY AG7363'FOR 0.02 MILE TO PAVED ROAD ON LEFT, THENCE LEFT AND GO AG7363'SOUTHEASTERLY ON PAVED ROAD TO A PARKING AREA, BENCH MARK AG7363'LOCATED IN THE NORTHWEST CORNER OF A 6-INCH VERTICAL CURB OF AG7363'PARKING AREA, 990.0 FEET M O L WEST OF STATION DUMP G, 30.4 AG7363'FEET SOUTHWEST OF AN ALUMINUM LIGHT POLE, 31.6 FEET NORTHEAST AG7363'OF A 4-INCH OAK TREE, AND 9.3 FEET SOUTH OF A BOTTLE-BRUSH TREE. AG7363'SET IN TOP OF AN CONCRETE CURB. AG7363 AG7363 STATION RECOVERY (1978) AG7363 AG7363'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978 (DF) AG7363'THE STATION IS LOCATED IN THE EAST CENTRAL PORTION OF PINELLAS AG7363'PARK, IN SECTION 27, TOWNSHIP 30 SOUTH,, RANGE 16 EAST, IN TOP OF AG7363'THE NORTHWEST CORNER OF A PARKING AREA CURBING. AG7363' AG7363'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND THE 74TH AG7363'AVE. NORTH OVERPASS, GO WEST ON THE ACCESS ROAD TO 74TH AVE. NORTH AG7363'FOR .20 MILE TO THE ENTRANCE TO THE PINELLAS SQUARE SHOPPING AG7363'MALL ON THE LEFT (SAMBOS RESTAURANT ON THE RIGHT), TURN LEFT AND AG7363'GO .02 MILE TO A PAVED ROAD TO THE LEFT, TURN LEFT AND FOLLOW AG7363'PAVED ROAD BEARING TO THE LEFT TO A PARKING AREA AND THE STATION AG7363'ON THE LEFT AS DESCRIBED. AG7363' AG7363'BRONZE DISK STAMPED DUMP K GROUTED FLUSH WITH THE TOP OF THE AG7363'PARKING AREA CURBING IN THE NORTHWEST CORNER. AG7363' AG7363'IT IS 31.6 FEET NORTHEAST OF A 4-INCH OAK TREE, 30.4 FEET AG7363'SOUTHWEST OF AN ALUMINUM LIGHT POLE, AND 9.3 FEET SOUTH OF A AG7363'BOTTLE-BRUSH TREE. AG7363' AG7363'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER. AG7363 AG7363 STATION RECOVERY (1989) AG7363 AG7363'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW) AG7363'MARK NOT FOUND. AG7363 AG7363 STATION RECOVERY (2003) AG7363 AG7363'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF) AG7363'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5249 *********************************************************************** AG5249 DESIGNATION - E 103 AG5249 PID - AG5249 AG5249 STATE/COUNTY- FL/PINELLAS AG5249 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG5249 AG5249 *CURRENT SURVEY CONTROL AG5249 ___________________________________________________________________ AG5249* NAD 83(1986)- 27 42 21. (N) 082 44 10. (W) SCALED AG5249* NAVD 88 - 1.237 (meters) 4.06 (feet) ADJUSTED AG5249 ___________________________________________________________________ AG5249 GEOID HEIGHT- -24.20 (meters) GEOID99 AG5249 DYNAMIC HT - 1.235 (meters) 4.05 (feet) COMP AG5249 MODELED GRAV- 979,170.0 (mgal) NAVD 88 AG5249 AG5249 VERT ORDER - SECOND CLASS 0 AG5249 AG5249.The horizontal coordinates were scaled from a topographic map and have AG5249.an estimated accuracy of +/- 6 seconds. AG5249 AG5249.The orthometric height was determined by differential leveling AG5249.and adjusted by the National Geodetic Survey in June 1991. AG5249 AG5249.The geoid height was determined by GEOID99. AG5249 AG5249.The dynamic height is computed by dividing the NAVD 88 AG5249.geopotential number by the normal gravity value computed on the AG5249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5249.degrees latitude (g = 980.6199 gals.). AG5249 AG5249.The modeled gravity was interpolated from observed gravity values. AG5249 AG5249; North East Units Estimated Accuracy AG5249;SPC FL W - 373,830. 127,400. MT (+/- 180 meters Scaled) AG5249 AG5249 SUPERSEDED SURVEY CONTROL AG5249 AG5249 NGVD 29 - 1.516 (m) 4.97 (f) ADJ UNCH 2 0 AG5249 AG5249.Superseded values are not recommended for survey control. AG5249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5249.See file dsdata.txt to determine how the superseded data were derived. AG5249 AG5249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL288658(NAD 83) AG5249_MARKER: DB = BENCH MARK DISK AG5249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG5249_STAMPING: E 103 1942 4.862 AG5249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5249+STABILITY: SURFACE MOTION AG5249 AG5249 HISTORY - Date Condition Report By AG5249 HISTORY - 1942 MONUMENTED CGS AG5249 HISTORY - 1958 GOOD NGS AG5249 HISTORY - 19940416 MARK NOT FOUND USPSQD AG5249 HISTORY - 19990202 MARK NOT FOUND USPSQD AG5249 HISTORY - 20000202 MARK NOT FOUND USPSQD AG5249 HISTORY - 20010216 MARK NOT FOUND USPSQD AG5249 HISTORY - 20010331 MARK NOT FOUND NGS AG5249 AG5249 STATION DESCRIPTION AG5249 AG5249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AG5249'AT PASS-A-GRILLE BEACH. AG5249'AT PASS-A-GRILLE BEACH, AT THE JUNCTION OF 32ND AVENUE AND GULF AG5249'BOULEVARD, 48 FT. SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF THE AG5249'RELLIM HOTEL, 26 FT. EAST OF THE CENTER LINE OF GULF BOULEVARD, AG5249'1 FT. NORTH OF THE EXTENDED CENTER LINE OF 32ND AVENUE 26.1 FT. AG5249'EAST OF THE JUNCTION OF THE CENTER LINE OF GULF BOULEVARD AND AG5249'32ND AVENUE, 10.8 FT. NORTH OF AN 18 INCH PINE TREE 3.2 FT. EAST AG5249'OF POWER POLE 1A500 13R, SET IN THE TOP OF A CONCRETE POST AG5249'WHICH IS FLUSH WITH THE GROUND. AG5249 AG5249 STATION RECOVERY (1994) AG5249 AG5249'RECOVERY NOTE BY US POWER SQUADRON 1994 AG5249'MARK NOT FOUND. AG5249 AG5249 STATION RECOVERY (1999) AG5249 AG5249'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5249'MARK NOT FOUND. AG5249 AG5249 STATION RECOVERY (2000) AG5249 AG5249'RECOVERY NOTE BY US POWER SQUADRON 2000 AG5249'MARK NOT FOUND. AG5249 AG5249 STATION RECOVERY (2001) AG5249 AG5249'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS) AG5249'THERE IS A DEPARTMENT OF ENVIRONMENTAL PROTECTION DISK STAMPED '15 99 AG5249'DA31A' APPROXIMATELY 20 FEET WEST OF THIS MARK BUT IT IS NOT IN THE AG5249'DATABASE. IT IS LOCATED IN THE CURB APPROXIMATELY 2 FEET NORTH OF 32ND AG5249'AVE. AND 12 FEET EAST OF THE CENTERLINE OF GULF BOULEVARD. AG5249 AG5249 STATION RECOVERY (2001) AG5249 AG5249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5249'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5223 *********************************************************************** AG5223 DESIGNATION - E 330 AG5223 PID - AG5223 AG5223 STATE/COUNTY- FL/PINELLAS AG5223 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG5223 AG5223 *CURRENT SURVEY CONTROL AG5223 ___________________________________________________________________ AG5223* NAD 83(1986)- 27 37 43. (N) 082 39 49. (W) SCALED AG5223* NAVD 88 - 7.115 (meters) 23.34 (feet) ADJUSTED AG5223 ___________________________________________________________________ AG5223 GEOID HEIGHT- -24.28 (meters) GEOID99 AG5223 DYNAMIC HT - 7.105 (meters) 23.31 (feet) COMP AG5223 MODELED GRAV- 979,158.1 (mgal) NAVD 88 AG5223 AG5223 VERT ORDER - FIRST CLASS II AG5223 AG5223.The horizontal coordinates were scaled from a topographic map and have AG5223.an estimated accuracy of +/- 6 seconds. AG5223 AG5223.The orthometric height was determined by differential leveling AG5223.and adjusted by the National Geodetic Survey in June 1991. AG5223 AG5223.The geoid height was determined by GEOID99. AG5223 AG5223.The dynamic height is computed by dividing the NAVD 88 AG5223.geopotential number by the normal gravity value computed on the AG5223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5223.degrees latitude (g = 980.6199 gals.). AG5223 AG5223.The modeled gravity was interpolated from observed gravity values. AG5223 AG5223; North East Units Estimated Accuracy AG5223;SPC FL W - 365,230. 134,510. MT (+/- 180 meters Scaled) AG5223 AG5223 SUPERSEDED SURVEY CONTROL AG5223 AG5223 NGVD 29 - 7.405 (m) 24.29 (f) ADJ UNCH 1 2 AG5223 AG5223.Superseded values are not recommended for survey control. AG5223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5223.See file dsdata.txt to determine how the superseded data were derived. AG5223 AG5223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL358571(NAD 83) AG5223_MARKER: DB = BENCH MARK DISK AG5223_SETTING: 30 = SIDEWALK AG5223_STAMPING: E 330 1972 AG5223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG5223 AG5223 HISTORY - Date Condition Report By AG5223 HISTORY - 1972 MONUMENTED NGS AG5223 HISTORY - 20010331 MARK NOT FOUND NGS AG5223 HISTORY - 20020719 MARK NOT FOUND USPSQD AG5223 AG5223 STATION DESCRIPTION AG5223 AG5223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 AG5223'12.8 MI S FROM ST PETERSBURG. AG5223'ABOUT 2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND AG5223'THE INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST. PETERSBURG, AG5223'THENCE 10.35 MILES SOUTH ALONG U.S. HIGHWAY 19 (34TH STREET AND AG5223'SUNSHINE SKYWAY), SET IN THE TOP OF THE CONCRETE SIDEWALK ON THE AG5223'NORTHEAST SIDE OF THE MORE NORTHEASTERLY OF TWO 4.2 MILE CONCRETE AG5223'AND STEEL BRIDGES OVER THE SHIP CHANNEL IN TAMPA BAY, AT THE POINT AG5223'WHERE THE BRIDGE STARTS UP A STEEP GRADE AND THE SIDEWALK NARROWS AG5223'FROM 3.1 FEET WIDE TO 1.4 FEET WIDE, THIS POINT ALSO MARKS THE AG5223'END OF ALLOWED PEDESTRIAN TRAFFIC ON THE NORTHWEST SIDE OF THE AG5223'BRIDGE, DIRECTLY OVER BENT 123, 15 FEET NORTHEAST OF THE CENTER AG5223'LINE OF THE TWO NORTHEAST TRAFFIC LANES OF THE HIGHWAY, AND ABOUT AG5223'LEVEL WITH THE HIGHWAY. AG5223 AG5223 STATION RECOVERY (2001) AG5223 AG5223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5223'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG5223 AG5223 STATION RECOVERY (2002) AG5223 AG5223'RECOVERY NOTE BY US POWER SQUADRON 2002 (WJE) AG5223'DESTROYED. ON PORTION OF OLD BRIDGE WHICH WAS DESTROYED AND REMOVED AG5223'IN 1990. DESCRIPTION NOT VALID. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5414 *********************************************************************** AG5414 DESIGNATION - EDD 83 USE RESET 1950 AG5414 PID - AG5414 AG5414 STATE/COUNTY- FL/PINELLAS AG5414 USGS QUAD - CLEARWATER (1987) AG5414 AG5414 *CURRENT SURVEY CONTROL AG5414 ___________________________________________________________________ AG5414* NAD 83(1986)- 27 54 59. (N) 082 49 00. (W) SCALED AG5414* NAVD 88 - 12.00 (meters) 39.4 (feet) RESET AG5414 ___________________________________________________________________ AG5414 GEOID HEIGHT- -24.38 (meters) GEOID99 AG5414 AG5414 VERT ORDER - THIRD AG5414 AG5414.The horizontal coordinates were scaled from a topographic map and have AG5414.an estimated accuracy of +/- 6 seconds. AG5414 AG5414.The orthometric height was computed from unverified reset data. AG5414 AG5414.The geoid height was determined by GEOID99. AG5414 AG5414; North East Units Estimated Accuracy AG5414;SPC FL W - 397,210. 119,610. MT (+/- 180 meters Scaled) AG5414 AG5414 SUPERSEDED SURVEY CONTROL AG5414 AG5414 NGVD 29 - 12.23 (m) 40.1 (f) RESET 3 AG5414 AG5414.Superseded values are not recommended for survey control. AG5414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5414.See file dsdata.txt to determine how the superseded data were derived. AG5414 AG5414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL212892(NAD 83) AG5414_MARKER: DB = BENCH MARK DISK AG5414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG5414_STAMPING: E D D USE RESET 1950 AG5414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5414+STABILITY: SURFACE MOTION AG5414 AG5414 HISTORY - Date Condition Report By AG5414 HISTORY - 1950 MONUMENTED CGS AG5414 HISTORY - 1957 MARK NOT FOUND NGS AG5414 HISTORY - 1973 MARK NOT FOUND NGS AG5414 AG5414 STATION DESCRIPTION AG5414 AG5414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 AG5414'1.3 MI W FROM LARGO. AG5414'1.3 MILES WEST ALONG BAY DRIVE FROM THE INTERSECTION OF AG5414'U.S. HIGHWAY 19 A AT LARGO, PINELLAS COUNTY, AT THE INTERSECTION AG5414'OF COUNTY ROAD 4, 36 FEET SOUTH OF THE CENTERLINE OF THE BELLEAIR AG5414'BEACH CAUSEWAY ROAD, 35 FEET WEST OF THE CENTERLINE OF COUNTY AG5414'ROAD 4, 19 FEET NORTHEAST OF A LARGE DATE PALM TREE, 3.4 FEET AG5414'WEST OF A POWER POLE, IN LINE WITH THE ROW OF POLES, AND 2 FEET AG5414'NORTHEAST OF A WHITE WOODEN WITNESS POST. SET IN THE TOP OF AG5414'A CONCRETE POST. NOTE-- IT WAS PROBABLY DESTROYED WHEN A NEW AG5414'SHOPPING CENTER WAS PUT IN. AG5414 AG5414 STATION RECOVERY (1973) AG5414 AG5414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 AG5414'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5321 *********************************************************************** AG5321 DESIGNATION - F AG5321 PID - AG5321 AG5321 STATE/COUNTY- FL/PINELLAS AG5321 USGS QUAD - ST PETERSBURG (1987) AG5321 AG5321 *CURRENT SURVEY CONTROL AG5321 ___________________________________________________________________ AG5321* NAD 83(1986)- 27 48 53. (N) 082 38 18. (W) SCALED AG5321* NAVD 88 - 2.271 (meters) 7.45 (feet) ADJUSTED AG5321 ___________________________________________________________________ AG5321 GEOID HEIGHT- -24.46 (meters) GEOID99 AG5321 DYNAMIC HT - 2.268 (meters) 7.44 (feet) COMP AG5321 MODELED GRAV- 979,177.6 (mgal) NAVD 88 AG5321 AG5321 VERT ORDER - FIRST CLASS I AG5321 AG5321.The horizontal coordinates were scaled from a topographic map and have AG5321.an estimated accuracy of +/- 6 seconds. AG5321 AG5321.The orthometric height was determined by differential leveling AG5321.and adjusted by the National Geodetic Survey in June 1991. AG5321 AG5321.The geoid height was determined by GEOID99. AG5321 AG5321.The dynamic height is computed by dividing the NAVD 88 AG5321.geopotential number by the normal gravity value computed on the AG5321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5321.degrees latitude (g = 980.6199 gals.). AG5321 AG5321.The modeled gravity was interpolated from observed gravity values. AG5321 AG5321; North East Units Estimated Accuracy AG5321;SPC FL W - 385,840. 137,110. MT (+/- 180 meters Scaled) AG5321 AG5321 SUPERSEDED SURVEY CONTROL AG5321 AG5321 NGVD 29 - 2.535 (m) 8.32 (f) ADJ UNCH 1 1 AG5321 AG5321.Superseded values are not recommended for survey control. AG5321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5321.See file dsdata.txt to determine how the superseded data were derived. AG5321 AG5321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386777(NAD 83) AG5321_MARKER: DD = SURVEY DISK AG5321_SETTING: 30 = CULVERT AG5321_STAMPING: F AG5321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG5321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG5321+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2003 AG5321 AG5321 HISTORY - Date Condition Report By AG5321 HISTORY - UNK MONUMENTED FLHD AG5321 HISTORY - 1966 GOOD NGS AG5321 HISTORY - 1991 GOOD USPSQD AG5321 HISTORY - 20030217 GOOD USPSQD AG5321 AG5321 STATION DESCRIPTION AG5321 AG5321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG5321'AT ST PETERSBURG. AG5321'AT ST. PETERSBURG, ABOUT 2.9 MILES NORTH ALONG N. 4TH STREET AG5321'FROM THE POST OFFICE, NEAR THE JUNCTION OF 46TH AVENUE NORTH, AG5321'15 1/2 FEET NORTH OF THE EXTENDED CENTER LINE OF THE AVENUE, 10.7 AG5321'FEET EAST OF THE EAST CURB OF THE STREET, ABOUT 2 FEET BELOW AG5321'THE LEVEL OF THE STREET AND IN THE TOP NEAR THE CENTER OF THE AG5321'EAST CONCRETE HEAD WALL FOR A 12-FOOT BOX CULVERT UNDER THE AG5321'STREET. AG5321 AG5321 STATION RECOVERY (1991) AG5321 AG5321'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG5321'RECOVERED IN GOOD CONDITION. AG5321 AG5321 STATION RECOVERY (2003) AG5321 AG5321'RECOVERY NOTE BY US POWER SQUADRON 2003 (DFR) AG5321'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0507 *********************************************************************** AG0507 DESIGNATION - FEDERAL C AG0507 PID - AG0507 AG0507 STATE/COUNTY- FL/PINELLAS AG0507 USGS QUAD - ST PETERSBURG (1987) AG0507 AG0507 *CURRENT SURVEY CONTROL AG0507 ___________________________________________________________________ AG0507* NAD 83(1990)- 27 46 25.26585(N) 082 37 32.85624(W) ADJUSTED AG0507* NAVD 88 - 2.251 (meters) 7.39 (feet) ADJUSTED AG0507 ___________________________________________________________________ AG0507 LAPLACE CORR- -2.02 (seconds) DEFLEC99 AG0507 GEOID HEIGHT- -24.43 (meters) GEOID99 AG0507 DYNAMIC HT - 2.248 (meters) 7.38 (feet) COMP AG0507 MODELED GRAV- 979,173.7 (mgal) NAVD 88 AG0507 AG0507 HORZ ORDER - SECOND AG0507 VERT ORDER - SECOND CLASS II AG0507 AG0507.The horizontal coordinates were established by classical geodetic methods AG0507.and adjusted by the National Geodetic Survey in May 1991. AG0507 AG0507.The orthometric height was determined by differential leveling AG0507.and adjusted by the National Geodetic Survey in June 1991. AG0507 AG0507.The Laplace correction was computed from DEFLEC99 derived deflections. AG0507 AG0507.The geoid height was determined by GEOID99. AG0507 AG0507.The dynamic height is computed by dividing the NAVD 88 AG0507.geopotential number by the normal gravity value computed on the AG0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0507.degrees latitude (g = 980.6199 gals.). AG0507 AG0507.The modeled gravity was interpolated from observed gravity values. AG0507 AG0507; North East Units Scale Converg. AG0507;SPC FL W - 381,287.728 138,320.600 MT 0.99998812 -0 17 29.8 AG0507;UTM 17 - 3,073,191.986 339,802.918 MT 0.99991677 -0 45 27.9 AG0507 AG0507: Primary Azimuth Mark Grid Az AG0507:SPC FL W - FEDERAL 246 39 36.0 AG0507:UTM 17 - FEDERAL 247 07 34.1 AG0507 AG0507|---------------------------------------------------------------------| AG0507| PID Reference Object Distance Geod. Az | AG0507| dddmmss.s | AG0507| AG2215 FEDERAL APPROX. 1.0 KM 2462206.2 | AG0507|---------------------------------------------------------------------| AG0507 AG0507 SUPERSEDED SURVEY CONTROL AG0507 AG0507 NAD 83(1986)- 27 46 25.27080(N) 082 37 32.86875(W) AD( ) 2 AG0507 NAD 27 - 27 46 24.17256(N) 082 37 33.51551(W) AD( ) 2 AG0507 NGVD 29 - 2.519 (m) 8.26 (f) ADJ UNCH 2 2 AG0507 AG0507.Superseded values are not recommended for survey control. AG0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0507.See file dsdata.txt to determine how the superseded data were derived. AG0507 AG0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3980373192(NAD 83) AG0507_MARKER: DD = SURVEY DISK AG0507_SETTING: 30 = SIDEWALK AG0507_STAMPING: FEDERAL C AG0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0507 AG0507 HISTORY - Date Condition Report By AG0507 HISTORY - 1973 MONUMENTED FL-103 AG0507 HISTORY - 1975 GOOD FLDT AG0507 HISTORY - 20030316 MARK NOT FOUND USPSQD AG0507 AG0507 STATION DESCRIPTION AG0507 AG0507'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG0507'LOCATED ON MUNICIPAL PIER, EAST OF 2ND AVENUE NE IN DOWNTOWN AG0507'ST. PETERSBURG. AG0507' AG0507'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 92 (4TH STREET N) AG0507'AND CENTRAL AVENUE IN ST. PETERSBURG, GO EAST ON CENTRAL AVENUE AG0507'FOR 0.05 MILE TO 3RD STREET N. TURN LEFT AND GO NORTH ON 3RD AG0507'STREET N FOR 0.1 MILE TO 2ND AVENUE N. TURN RIGHT AND GO EAST AG0507'ON 2ND AVENUE N AND CONTINUING ONTO MUNICIPAL PIER FOR 0.75 AG0507'MILE TO STATION ON THE LEFT IN THE NORTH SIDEWALK OF THE PIER, AG0507'JUST EAST OF THIRD BENCH OFFSET, FROM THE WEST END AS AG0507'DESCRIBED. AG0507' AG0507'BRONZE DISK STAMPED FEDERAL-C CEMENTED IN THE NORTH SIDEWALK AG0507'OF MUNICIPAL PIER BETWEEN 6TH AND 7TH STREET LIGHT FROM THE WEST AG0507'END OF THE PIER. IT IS ABOUT 40 FEET NORTH OF THE CENTER OF AG0507'PAVEMENT, 15.5 FEET SOUTHWEST OF THE 7TH LIGHT POLE FROM THE WEST AG0507'END OF PIER, 16.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AG0507'A BENCH OFFSET AND 3.7 FEET NORTH OF THE BACK CURB. AG0507' AG0507'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0507 AG0507 STATION RECOVERY (1975) AG0507 AG0507'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0507'AT ST PETERSBURG. AG0507'TO REACH STATION FROM THE INTERSECTION OF 4TH STREET N. (S.R. 687) AG0507'AND 5TH AVE. N. (S.R. 595), RUN SOUTHERLY ON 4TH STREET N. FOR AG0507'0.3 MILE TO THE INTERSECTION OF 2ND AVE. N., TURN LEFT ON 2ND AG0507'AVE. N. AND RUN EASTERLY FOR 0.8 MILE. STATION ON LEFT, 40.0 AG0507'FT. NORTH OF THE CENTERLINE OF 2ND AVE. N., 16.7 FT. E/SE OF AG0507'THE CORNER OF CONCRETE WALL, 9.2 FT. SOUTH OF THE CONCRETE WALL, AG0507'3.8 FT. NORTH OF THE BACK OF CURB. SET IN TOP OF THE CONCRETE AG0507'SIDEWALK. SECTION 20, T 31 S, R 17 E. AG0507 AG0507 STATION RECOVERY (2003) AG0507 AG0507'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF) AG0507'ST PETERSBURG CITY ENGINEERING DEPT LISTS MARK AS DESTROYED. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0513 *********************************************************************** AG0513 DESIGNATION - FEDERAL K AG0513 PID - AG0513 AG0513 STATE/COUNTY- FL/PINELLAS AG0513 USGS QUAD - ST PETERSBURG (1987) AG0513 AG0513 *CURRENT SURVEY CONTROL AG0513 ___________________________________________________________________ AG0513* NAD 83(1990)- 27 45 34.47707(N) 082 38 17.96139(W) ADJUSTED AG0513* NAVD 88 - 1.279 (meters) 4.20 (feet) ADJUSTED AG0513 ___________________________________________________________________ AG0513 LAPLACE CORR- -1.96 (seconds) DEFLEC99 AG0513 GEOID HEIGHT- -24.39 (meters) GEOID99 AG0513 DYNAMIC HT - 1.277 (meters) 4.19 (feet) COMP AG0513 MODELED GRAV- 979,173.0 (mgal) NAVD 88 AG0513 AG0513 HORZ ORDER - SECOND AG0513 VERT ORDER - SECOND CLASS II AG0513 AG0513.The horizontal coordinates were established by classical geodetic methods AG0513.and adjusted by the National Geodetic Survey in May 1991. AG0513 AG0513.The orthometric height was determined by differential leveling AG0513.and adjusted by the National Geodetic Survey in June 1991. AG0513 AG0513.The Laplace correction was computed from DEFLEC99 derived deflections. AG0513 AG0513.The geoid height was determined by GEOID99. AG0513 AG0513.The dynamic height is computed by dividing the NAVD 88 AG0513.geopotential number by the normal gravity value computed on the AG0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0513.degrees latitude (g = 980.6199 gals.). AG0513 AG0513.The modeled gravity was interpolated from observed gravity values. AG0513 AG0513; North East Units Scale Converg. AG0513;SPC FL W - 379,730.726 137,077.554 MT 0.99999003 -0 17 50.3 AG0513;UTM 17 - 3,071,645.253 338,547.336 MT 0.99992175 -0 45 47.6 AG0513 AG0513: Primary Azimuth Mark Grid Az AG0513:SPC FL W - FEDERAL L 181 36 58.9 AG0513:UTM 17 - FEDERAL L 182 04 56.2 AG0513 AG0513|---------------------------------------------------------------------| AG0513| PID Reference Object Distance Geod. Az | AG0513| dddmmss.s | AG0513| AG0514 FEDERAL L APPROX. 1.2 KM 1811908.6 | AG0513|---------------------------------------------------------------------| AG0513 AG0513 SUPERSEDED SURVEY CONTROL AG0513 AG0513 NAD 83(1986)- 27 45 34.48202(N) 082 38 17.97402(W) AD( ) 2 AG0513 NAD 27 - 27 45 33.38207(N) 082 38 18.62003(W) AD( ) 2 AG0513 NGVD 29 - 1.549 (m) 5.08 (f) ADJ UNCH 2 2 AG0513 AG0513.Superseded values are not recommended for survey control. AG0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0513.See file dsdata.txt to determine how the superseded data were derived. AG0513 AG0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3854771645(NAD 83) AG0513_MARKER: DD = SURVEY DISK AG0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0513_STAMPING: FEDERAL K AG0513_MARK LOGO: FL-103 AG0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0513+STABILITY: SURFACE MOTION AG0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0513+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2003 AG0513 AG0513 HISTORY - Date Condition Report By AG0513 HISTORY - 1975 MONUMENTED FL-103 AG0513 HISTORY - 1975 GOOD FLDT AG0513 HISTORY - 20030226 GOOD USPSQD AG0513 AG0513 STATION DESCRIPTION AG0513 AG0513'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0513'THE STATION IS LOCATED AT THE INTERSECTION OF 4TH STREET SOUTH AG0513'AND 11TH AVENUE SOUTH IN THE SOUTHEAST PORTION OF THE CITY OF AG0513'ST. PETERSBURG, IN SECTION 19, TOWNSHIP 31 SOUTH, RANGE 17 EAST. AG0513' AG0513'TO REACH FROM THE INTERSECTION OF 4TH STREET SOUTH (STATE AG0513'ROUTE 687 AND/OR U.S. HIGHWAY 92) AND CENTRAL AVENUE, GO SOUTH AG0513'ON 4TH STREET SOUTH FOR .80 MILE TO THE INTERSECTION OF 11TH AG0513'AVENUE SOUTH. STATION IS IN THE NORTHEAST CORNER OF THE AG0513'INTERSECTION AS DESCRIBED. AG0513' AG0513'BRONZE DISK STAMPED FEDERAL K SET IN TOP OF A 12 INCH AG0513'DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF AG0513'THE GROUND. AG0513' AG0513'IT IS ABOUT 42.5 FEET NORTH OF CENTER OF 11TH AVENUE SOUTH, AG0513'62.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE TEXACO AG0513'SERVICE STATION, 35.0 FEET EAST OF CENTER OF 4TH STREET SOUTH, AG0513'7.3 FEET NORTHEAST OF A CONCRETE TRAFFIC LIGHT POLE. AG0513' AG0513'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0513 AG0513 STATION RECOVERY (1975) AG0513 AG0513'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0513'AT ST PETERSBURG. AG0513'TO REACH STATION FROM THE INTERSECTION OF 4TH STREET N. (S.R. 687) AG0513'AND 5TH AVE. N. (S.R. 595), RUN SOUTHERLY ON 4TH STREET N. FOR AG0513'1.3 MILE TO THE INTERSECTION OF 11TH AVE. S. STATION ON LEFT AG0513'IN THE NE CORNER, 33.0 FT. EAST OF THE CENTERLINE OF 4TH STREET AG0513'N., 44.0 FT. NORTH OF THE CENTERLINE OF 11TH AVE. S., 8.0 FT. AG0513'NE OF POWER, LIGHT POLE, NUMBER 0945, 9.3 FT. EAST OF THE BACK AG0513'OF CURB, 0.5 FT. WEST OF THE EDGE OF SIDEWALK. SET IN TOP OF AG0513'A CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 30, AG0513'T 31 S, R 17 E. AG0513 AG0513 STATION RECOVERY (2003) AG0513 AG0513'RECOVERY NOTE BY US POWER SQUADRON 2003 (SIT) AG0513'TO REACH STATION FROM THE INTERSECTION OF 4TH STREET N., (S.R. 687) AG0513'AND 5TH AVE. N. (S.R. 595), RUN SOUTHERLY ON 4TH STREET N. FOR 1.3 AG0513'MILES TO THE INTERSECTION OF 11TH AVE. S. AG0513'STATION ON LEFT IN THE NE CORNER, 33.0 FT. EAST OF THE CENTERLINE OF AG0513'4TH STREET N., 44.0 FT. NORTH OF THE CENTERLINE OF 11TH AVE. S., 7.4 AG0513'FEET NE OF CONCRETE POWER POLE (FPO 80949), 9.3 FT. EAST OF THE BACK AG0513'OF CURB, 16.5 FT. NW OF FIRE HYDRANT (YELLOW AND GREEN). SET IN THE AG0513'TOP OF A CONCRETE POST THAT IS FLUSH WITH CONCRETE SIDEWALK. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0528 *********************************************************************** AG0528 DESIGNATION - FRANKLAND G AG0528 PID - AG0528 AG0528 STATE/COUNTY- FL/PINELLAS AG0528 USGS QUAD - SAFETY HARBOR (1956) AG0528 AG0528 *CURRENT SURVEY CONTROL AG0528 ___________________________________________________________________ AG0528* NAD 83(1990)- 27 52 36.07313(N) 082 38 20.49138(W) ADJUSTED AG0528* NAVD 88 - 1.405 (meters) 4.61 (feet) ADJUSTED AG0528 ___________________________________________________________________ AG0528 LAPLACE CORR- -1.69 (seconds) DEFLEC99 AG0528 GEOID HEIGHT- -24.56 (meters) GEOID99 AG0528 DYNAMIC HT - 1.402 (meters) 4.60 (feet) COMP AG0528 MODELED GRAV- 979,182.3 (mgal) NAVD 88 AG0528 AG0528 HORZ ORDER - SECOND AG0528 VERT ORDER - SECOND CLASS II AG0528 AG0528.The horizontal coordinates were established by classical geodetic methods AG0528.and adjusted by the National Geodetic Survey in May 1991. AG0528 AG0528.The orthometric height was determined by differential leveling AG0528.and adjusted by the National Geodetic Survey in June 1991. AG0528 AG0528.The Laplace correction was computed from DEFLEC99 derived deflections. AG0528 AG0528.The geoid height was determined by GEOID99. AG0528 AG0528.The dynamic height is computed by dividing the NAVD 88 AG0528.geopotential number by the normal gravity value computed on the AG0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0528.degrees latitude (g = 980.6199 gals.). AG0528 AG0528.The modeled gravity was interpolated from observed gravity values. AG0528 AG0528; North East Units Scale Converg. AG0528;SPC FL W - 392,708.506 137,075.824 MT 0.99999003 -0 17 55.7 AG0528;UTM 17 - 3,084,621.728 338,651.336 MT 0.99992133 -0 45 59.5 AG0528 AG0528: Primary Azimuth Mark Grid Az AG0528:SPC FL W - FRANKLAND H 180 08 27.1 AG0528:UTM 17 - FRANKLAND H 180 36 30.9 AG0528 AG0528|---------------------------------------------------------------------| AG0528| PID Reference Object Distance Geod. Az | AG0528| dddmmss.s | AG0528| AG0529 FRANKLAND H APPROX. 0.9 KM 1795031.4 | AG0528|---------------------------------------------------------------------| AG0528 AG0528 SUPERSEDED SURVEY CONTROL AG0528 AG0528 NAD 83(1986)- 27 52 36.07867(N) 082 38 20.50314(W) AD( ) 2 AG0528 NAD 27 - 27 52 34.99400(N) 082 38 21.14898(W) AD( ) 2 AG0528 NGVD 29 - 1.666 (m) 5.47 (f) ADJ UNCH 2 2 AG0528 AG0528.Superseded values are not recommended for survey control. AG0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0528.See file dsdata.txt to determine how the superseded data were derived. AG0528 AG0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3865184622(NAD 83) AG0528_MARKER: DD = SURVEY DISK AG0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0528_STAMPING: FRANKLAND G AG0528_MARK LOGO: FL-103 AG0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0528+STABILITY: SURFACE MOTION AG0528 AG0528 HISTORY - Date Condition Report By AG0528 HISTORY - 1975 MONUMENTED FL-103 AG0528 HISTORY - 1975 GOOD FLDT AG0528 HISTORY - 19990209 MARK NOT FOUND USPSQD AG0528 HISTORY - 19991129 MARK NOT FOUND USPSQD AG0528 HISTORY - 20010331 MARK NOT FOUND NGS AG0528 HISTORY - 20010331 MARK NOT FOUND NGS AG0528 AG0528 STATION DESCRIPTION AG0528 AG0528'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0528'THE STATION IS LOCATED IN THE NORTHEASTERN PORTION OF AG0528'ST. PETERSBURG 1.5 MILES WEST OF OLD TAMPA BAY ON THE WEST SIDE AG0528'OF 4TH STREET NORTH IN SECTION 18, TOWNSHIP 30 SOUTH, RANGE 17 AG0528'EAST. AG0528' AG0528'TO REACH FROM THE TRI-JUNCTION OF U.S. HIGHWAY 92 (GANDY AG0528'BOULEVARD), STATE ROUTE 686 (ROOSEVELT BOULEVARD) AND STATE ROUTE AG0528'687 (4TH STREET NORTH), GO NORTH ON 4TH STREET FOR .75 MILE TO THE AG0528'INTERSECTION OF 115TH AVENUE NORTH. STATION IS ON THE WEST SIDE AG0528'OF 4TH STREET OPPOSITE THE ENTRANCE TO THE SOCIETY PARK AG0528'APARTMENTS AS DESCRIBED. AG0528' AG0528'BRONZE DISK STAMPED FRANKLAND G SET IN TOP OF A 12 INCH DIAMETER AG0528'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0528' AG0528'IT IS ABOUT 91.5 FEET SOUTHWEST OF A CONCRETE LIGHT POLE NO AG0528'NUMBER. 27.7 FEET WEST OF CENTER OF THE SOUTHBOUND LANE OF 4TH AG0528'STREET. AG0528' AG0528'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0528 AG0528 STATION RECOVERY (1975) AG0528 AG0528'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0528'AT ST PETERSBURG. AG0528'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686) AG0528'AND 4TH STREET N. (SR 687), RUN NORTHERLY ALONG 4TH STREET N. AG0528'FOR 0.9 MILE. STATION ON LEFT, 60.0 FT. WEST OF THE CENTERLINE AG0528'OF 4TH STREET N., 8.0 FT. SOUTH OF THE EXTENDED CENTERLINE OF AG0528'ENTRANCE ROAD LEADING EAST (SOCIETY PARK APARTMENTS), 47.5 FT. AG0528'S/SE OF POWER POLE, NUMBER 102974, 91.5 FT. SOUTH OF LIGHT POLE, AG0528'NO NUMBER, 16.0 FT. WEST OF THE WEST EDGE OF PAVEMENT. SET IN AG0528'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION AG0528'18, T 30S, R 17E. AG0528 AG0528 STATION RECOVERY (1999) AG0528 AG0528'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0528'MARK NOT FOUND. AG0528 AG0528 STATION RECOVERY (1999) AG0528 AG0528'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0528'MARK NOT FOUND. AG0528 AG0528 STATION RECOVERY (2001) AG0528 AG0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0528'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG0528 AG0528 STATION RECOVERY (2001) AG0528 AG0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0528'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0529 *********************************************************************** AG0529 DESIGNATION - FRANKLAND H AG0529 PID - AG0529 AG0529 STATE/COUNTY- FL/PINELLAS AG0529 USGS QUAD - ST PETERSBURG (1987) AG0529 AG0529 *CURRENT SURVEY CONTROL AG0529 ___________________________________________________________________ AG0529* NAD 83(1990)- 27 52 06.53129(N) 082 38 20.39974(W) ADJUSTED AG0529* NAVD 88 - 1.567 (meters) 5.14 (feet) ADJUSTED AG0529 ___________________________________________________________________ AG0529 LAPLACE CORR- -1.73 (seconds) DEFLEC99 AG0529 GEOID HEIGHT- -24.55 (meters) GEOID99 AG0529 DYNAMIC HT - 1.565 (meters) 5.13 (feet) COMP AG0529 MODELED GRAV- 979,181.7 (mgal) NAVD 88 AG0529 AG0529 HORZ ORDER - SECOND AG0529 VERT ORDER - SECOND CLASS II AG0529 AG0529.The horizontal coordinates were established by classical geodetic methods AG0529.and adjusted by the National Geodetic Survey in May 1991. AG0529 AG0529.The orthometric height was determined by differential leveling AG0529.and adjusted by the National Geodetic Survey in June 1991. AG0529 AG0529.The Laplace correction was computed from DEFLEC99 derived deflections. AG0529 AG0529.The geoid height was determined by GEOID99. AG0529 AG0529.The dynamic height is computed by dividing the NAVD 88 AG0529.geopotential number by the normal gravity value computed on the AG0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0529.degrees latitude (g = 980.6199 gals.). AG0529 AG0529.The modeled gravity was interpolated from observed gravity values. AG0529 AG0529; North East Units Scale Converg. AG0529;SPC FL W - 391,799.139 137,073.589 MT 0.99999003 -0 17 55.3 AG0529;UTM 17 - 3,083,712.472 338,641.679 MT 0.99992137 -0 45 58.7 AG0529 AG0529: Primary Azimuth Mark Grid Az AG0529:SPC FL W - GANDY C 179 51 09.7 AG0529:UTM 17 - GANDY C 180 19 13.1 AG0529 AG0529|---------------------------------------------------------------------| AG0529| PID Reference Object Distance Geod. Az | AG0529| dddmmss.s | AG0529| AG0533 GANDY C APPROX. 0.5 KM 1793314.4 | AG0529|---------------------------------------------------------------------| AG0529 AG0529 SUPERSEDED SURVEY CONTROL AG0529 AG0529 NAD 83(1986)- 27 52 06.53681(N) 082 38 20.41152(W) AD( ) 2 AG0529 NAD 27 - 27 52 05.45106(N) 082 38 21.05728(W) AD( ) 2 AG0529 NGVD 29 - 1.828 (m) 6.00 (f) ADJ UNCH 2 2 AG0529 AG0529.Superseded values are not recommended for survey control. AG0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0529.See file dsdata.txt to determine how the superseded data were derived. AG0529 AG0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3864283712(NAD 83) AG0529_MARKER: DD = SURVEY DISK AG0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0529_STAMPING: FRANKLAND H AG0529_MARK LOGO: FL-103 AG0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0529+STABILITY: SURFACE MOTION AG0529 AG0529 HISTORY - Date Condition Report By AG0529 HISTORY - 1975 MONUMENTED FL-103 AG0529 HISTORY - 1975 GOOD FLDT AG0529 HISTORY - 19991129 MARK NOT FOUND USPSQD AG0529 HISTORY - 20010331 MARK NOT FOUND NGS AG0529 AG0529 STATION DESCRIPTION AG0529 AG0529'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0529'THE STATION IS LOCATED IN THE NORTHWESTERN PORTION OF THE CITY OF AG0529'ST. PETERSBURG, 1.5 WEST OF OLD TAMPA BAY ON THE WEST SIDE OF 4TH AG0529'STREET NORTH, IN SECTION 18, TOWNSHIP 30 SOUTH, RANGE 17 EAST. AG0529' AG0529'TO REACH FROM THE TRI-JUNCTION OF U.S. HIGHWAY 92 (GANDY AG0529'BOULEVARD), STATE ROUTE 686 (ROOSEVELT BOULEVARD) AND STATE ROUTE AG0529'687 (4TH STREET NORTH) GO NORTH ON 4TH STREET FOR .25 MILE TO THE AG0529'INTERSECTION OF 106TH AVENUE NORTH. STATION IS ON THE WEST SIDE AG0529'OF 4TH STREET OPPOSITE THE ENTRANCE TO THE SANDPIPER APARTMENTS AG0529'AS DESCRIBED. AG0529' AG0529'BRONZE DISK STAMPED FRANKLAND H SET IN TOP OF A 12 INCH DIAMETER AG0529'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0529' AG0529'IT IS ABOUT 29.8 FEET SOUTHWEST OF A CONCRETE LIGHT POLE NUMBER AG0529'1-77509, 48.0 FEET NORTHEAST OF A POWER POLE NUMBER 102980, 28.5 AG0529'FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF 4TH STREET N. AG0529' AG0529'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0529 AG0529 STATION RECOVERY (1975) AG0529 AG0529'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0529'AT ST PETERSBURG. AG0529'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD/ (S.R. 686) AG0529'AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH STREET AG0529'FOR 0.3 MILE TO A T JUNCTION WITH 106TH AVENUE N. STATION ON AG0529'LEFT, 64.5 FT. WEST OF THE CENTERLINE OF 4TH STREET N., 14.0 AG0529'FT. NORTH OF THE EXTENDED CENTERLINE OF 106TH AVENUE N., 48.5 FT. AG0529'NE OF POWER POLE, NUMBER 102988, 138.5 FT. S/SE OF POWER POLE, AG0529'NUMBER 102987, 30.0 FT. SOUTH OF LIGHT POLE, NUMBER 1-77509. AG0529'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. AG0529'SECTION 18, T 30S, R 17E. AG0529 AG0529 STATION RECOVERY (1999) AG0529 AG0529'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0529'MARK NOT FOUND. AG0529 AG0529 STATION RECOVERY (2001) AG0529 AG0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0529'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5333 *********************************************************************** AG5333 DESIGNATION - GANDY AG5333 PID - AG5333 AG5333 STATE/COUNTY- FL/PINELLAS AG5333 USGS QUAD - GANDY BRIDGE (1987) AG5333 AG5333 *CURRENT SURVEY CONTROL AG5333 ___________________________________________________________________ AG5333* NAD 83(1999)- 27 52 39.20867(N) 082 35 16.68952(W) ADJUSTED AG5333* NAVD 88 - 1.733 (meters) 5.69 (feet) ADJUSTED AG5333 ___________________________________________________________________ AG5333 X - 727,846.897 (meters) COMP AG5333 Y - -5,594,912.447 (meters) COMP AG5333 Z - 2,964,507.143 (meters) COMP AG5333 LAPLACE CORR- -1.60 (seconds) DEFLEC99 AG5333 ELLIP HEIGHT- -23.02 (meters) (06/19/01) GPS OBS AG5333 GEOID HEIGHT- -24.64 (meters) GEOID99 AG5333 DYNAMIC HT - 1.730 (meters) 5.68 (feet) COMP AG5333 MODELED GRAV- 979,181.7 (mgal) NAVD 88 AG5333 AG5333 HORZ ORDER - B AG5333 VERT ORDER - FIRST CLASS II AG5333 ELLP ORDER - FOURTH CLASS I AG5333 AG5333.The horizontal coordinates were established by GPS observations AG5333.and adjusted by the National Geodetic Survey in June 2001. AG5333 AG5333.The orthometric height was determined by differential leveling AG5333.and adjusted by the National Geodetic Survey in June 1991. AG5333 AG5333.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG5333 AG5333.The Laplace correction was computed from DEFLEC99 derived deflections. AG5333 AG5333.The ellipsoidal height was determined by GPS observations AG5333.and is referenced to NAD 83. AG5333 AG5333.The geoid height was determined by GEOID99. AG5333 AG5333.The dynamic height is computed by dividing the NAVD 88 AG5333.geopotential number by the normal gravity value computed on the AG5333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5333.degrees latitude (g = 980.6199 gals.). AG5333 AG5333.The modeled gravity was interpolated from observed gravity values. AG5333 AG5333; North East Units Scale Converg. AG5333;SPC FL W - 392,779.852 142,103.831 MT 0.99998253 -0 16 29.8 AG5333;UTM 17 - 3,084,652.024 343,679.381 MT 0.99990162 -0 44 33.6 AG5333 AG5333: Primary Azimuth Mark Grid Az AG5333:SPC FL W - GANDY RM 3 256 24 26.1 AG5333:UTM 17 - GANDY RM 3 256 52 29.9 AG5333 AG5333|---------------------------------------------------------------------| AG5333| PID Reference Object Distance Geod. Az | AG5333| dddmmss.s | AG5333| AG1312 MACDILL AFB CHECKERED TANK APPROX. 9.8 KM 1060144.7 | AG5333| AG2152 TAMPA BAY CUT J TWO RNG R LT APPROX. 4.1 KM 1485125.0 | AG5333| AG2153 TAMPA BAY CUT J TWO RNG F LT APPROX. 4.7 KM 1550321.9 | AG5333| AG0548 GANDY RM 4 13.187 METERS 15854 | AG5333| AG0546 GANDY RM 2 27.893 METERS 20029 | AG5333| AG0547 GANDY RM 3 2560756.3 | AG5333| AG2092 ST PETERSBURG R STA WSUN N TWR 271.300 METERS 27743 | AG5333| CW7163 GANDY RM 1 27.060 METERS 29609 | AG5333|---------------------------------------------------------------------| AG5333 AG5333 SUPERSEDED SURVEY CONTROL AG5333 AG5333 NAD 83(1990)- 27 52 39.20710(N) 082 35 16.68884(W) AD( ) B AG5333 NAD 83(1990)- 27 52 39.20765(N) 082 35 16.68780(W) AD( ) 1 AG5333 NAD 83(1986)- 27 52 39.21292(N) 082 35 16.69951(W) AD( ) 1 AG5333 NAD 27 - 27 52 38.12829(N) 082 35 17.34971(W) AD( ) 1 AG5333 NGVD 29 - 2.000 (m) 6.56 (f) ADJ UNCH 1 2 AG5333 AG5333.Superseded values are not recommended for survey control. AG5333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5333.See file dsdata.txt to determine how the superseded data were derived. AG5333 AG5333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4367984652(NAD 83) AG5333_MARKER: DS = TRIANGULATION STATION DISK AG5333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG5333_STAMPING: GANDY 1973 AG5333_MARK LOGO: NGS AG5333_MAGNETIC: N = NO MAGNETIC MATERIAL AG5333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5333+STABILITY: SURFACE MOTION AG5333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG5333+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1994 AG5333 AG5333 HISTORY - Date Condition Report By AG5333 HISTORY - 1973 MONUMENTED NGS AG5333 HISTORY - 1973 GOOD NGS AG5333 HISTORY - 1975 GOOD FLDT AG5333 HISTORY - 1977 GOOD NGS AG5333 HISTORY - 1978 GOOD NGS AG5333 HISTORY - 1979 GOOD NGS AG5333 HISTORY - 19940505 GOOD NOS AG5333 HISTORY - 19991116 GOOD USPSQD AG5333 HISTORY - 20010331 GOOD NGS AG5333 AG5333 STATION DESCRIPTION AG5333 AG5333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AG5333'THE STATION IS LOCATED ABOUT 7-3/4 MILES NORTH-NORTHEAST OF AG5333'ST. PETERSBURG, 0.05 MILE EAST OF ST. PETERSBURG RADIO STATION AG5333'WSUN, ON THE SOUTH SIDE OF GANDY BRIDGE CAUSEWAY WHICH IS AG5333'U.S. HIGHWAY 92 (ROOSEVELT BOULEVARD N) AND ON ROAD RIGHT-OF-WAY. AG5333' AG5333'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 92 AG5333'AND STATE HIGHWAYS 686 AND 687 WHICH IS 7 MILES NORTH OF AG5333'ST. PETERSBURG, GO EAST ON U.S. HIGHWAY 92 FOR 2.5 MILES TO AG5333'REFERENCE MARK 3 ON THE LEFT IN THE CENTER OF A GRASS AG5333'MEDIAN. CONTINUE EAST ON U.S. HIGHWAY 92 FOR 0.45 MILE TO THE AG5333'NORTHEAST CORNER OF A PAVED PARKING AREA AND THE STATION. AG5333' AG5333'STATION MARKS ARE STANDARD DISKS STAMPED GANDY 1973. THE AG5333'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE AG5333'MONUMENT FLUSH WITH THE GROUND SURFACE. IT IS 110 FEET SOUTH OF AG5333'THE CENTER OF THE EAST BOUND LANES OF U.S. HIGHWAY 92, 72.3 AG5333'FEET NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE PAVED PARKING AG5333'AREA, 59.5 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE AG5333'PAVED PARKING AREA, 14.5 FEET EAST OF THE EAST EDGE OF THE AG5333'PAVED PARKING AREA AND 4.6 FEET NORTH OF A METAL WITNESS POST. AG5333'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS AG5333'OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE. AG5333' AG5333'REFERENCE MARK 1, A STANDARD DISK STAMPED GANDY NO 1 1973, IS AG5333'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH AG5333'WITH THE GROUND. IT IS 50 FEET WEST OF THE NORTHEAST CORNER OF AG5333'THE PAVED PARKING AREA, 3.8 FEET EAST OF POWER LINE POLE NUMBER AG5333'396-S AND 3 FEET NORTH OF THE NORTH EDGE OF THE PAVED PARKING AG5333'AREA. AG5333' AG5333'REFERENCE MARK 2, A STANDARD DISK STAMPED GANDY NO 2 1973, IS AG5333'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH AG5333'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT IS 47 FEET EAST AG5333'OF THE NORTHEAST CORNER OF A BOAT RAMP, 40.5 FEET WEST OF THE AG5333'SOUTHEAST CORNER OF THE PAVED PARKING AREA AND 1 FOOT SOUTH OF AG5333'THE SOUTH EDGE OF THE PAVED PARKING AREA. AG5333' AG5333'REFERENCE MARK 3, A STANDARD DISK STAMPED GANDY NO 3 1973, IS AG5333'CEMENTED IN A DRILL HOLE IN THE WEST END OF THE SOUTHWEST CORNER AG5333'OF A CONCRETE ABUTMENT FOR A CONCRETE CULVERT FOR THE WEST BOUND AG5333'LANES OF U.S. HIGHWAY 92. AG5333' AG5333'IT IS 48.5 FEET NORTH OF THE CENTER OF THE EAST BOUND LANES OF AG5333'U.S. HIGHWAY 92, 32 FEET SOUTH OF THE CENTER OF THE WEST BOUND AG5333'LANES OF U.S. HIGHWAY 92 AND 3.3 FEET EAST OF A METAL WITNESS POST. AG5333' AG5333'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS. AG5333 AG5333 STATION RECOVERY (1973) AG5333 AG5333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN) AG5333'STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED AS AG5333'DESCRIBED AND FOUND IN GOOD CONDITION. STATION WAS VISITED DUE AG5333'TO THE CONSTRUCTION OF A NEW EAST BOUND LANE OF U.S. HIGHWAY AG5333'92. REFERENCE MARK 1 WAS IN THE WAY OF CONSTRUCTION AND WAS AG5333'DESTROYED AFTER REFERENCE MARK 4 WAS ESTABLISHED. THE DISTANCE AG5333'AND DIRECTION TO ALL MARKS CHECKED WITH THE ORIGINAL AG5333'DESCRIPTION. DUE TO CHANGES A COMPLETE NEW DESCRIPTION AG5333'FOLLOWS. AG5333' AG5333'THE STATION IS LOCATED ABOUT 7-3/4 MILES NORTH-NORTHEAST OF AG5333'ST. PETERSBURG, 0.35 MILE WEST-SOUTHWEST OF THE GANDY BRIDGE, AG5333'0.05 MILE EAST OF THE ST. PETERSBURG RADIO STATION WSUN AND ON AG5333'THE EAST SIDE OF A SMALL PARKING AREA AND A BOAT RAMP. AG5333' AG5333'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 92 AND AG5333'STATE ROUTE 587, (GANDY BOULEVARD AND WEST SHORE BOULEVARD), GO AG5333'WEST-SOUTHWEST ON U.S. HIGHWAY 92 (GANDY BOULEVARD) FOR 4.0 AG5333'MILES TO A PARKING AREA ON LEFT AND STATION AS AG5333'DESCRIBED. NOTICE--THE JUNCTION OF U.S. HIGHWAY 92 AND STATE AG5333'ROUTE 587 IS LOCATED IN THE SOUTHWEST PART OF TAMPA. AG5333' AG5333'STATION MARKS ARE STANDARD DISKS STAMPED GANDY 1973. THE AG5333'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE AG5333'MONUMENT FLUSH WITH THE GROUND SURFACE. IT IS 165.5 FEET AG5333'NORTHEAST OF THE NORTHEAST CORNER OF THE BOAT RAMP, 94 FEET AG5333'NORTH OF A CONCRETE SEA WALL, 73 FEET NORTH-NORTHEAST OF THE AG5333'SOUTHEAST CORNER OF THE PARKING AREA, 50 FEET SOUTH OF THE AG5333'CENTER OF PROPOSED EAST BOUND LANE OF U.S. HIGHWAY 92, 4.5 FEET AG5333'NORTH OF A METAL WITNESS POST, 4.5 FEET EAST OF A METAL AG5333'WITNESS POST AND 15 FEET EAST OF THE EAST SIDE OF THE PARKING AG5333'AREA. THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR AG5333'MASS OF CONCRETE 48-INCHES BELOW THE GROUND SURFACE. AG5333' AG5333'REFERENCE MARK 2, A STANDARD DISK STAMPED GANDY NO 2 1973, IS AG5333'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT AG5333'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT IS 74 FEET AG5333'NORTHEAST OF THE NORTHEAST CORNER OF THE BOAT RAMP, 40.5 FEET AG5333'WEST OF THE SOUTHEAST CORNER OF THE PARKING AREA, 1.3 FEET NORTH AG5333'OF A METAL WITNESS POST AND CABLE FENCE AND 1 FOOT SOUTH OF THE AG5333'SOUTH EDGE OF THE PARKING AREA. AG5333' AG5333'REFERENCE MARK 4, A STANDARD DISK STAMPED GANDY NO 4 1973, IS AG5333'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT AG5333'PROJECTS 2-INCHES ABOVE THE GROUND SURFACE. IT IS 136 FEET AG5333'NORTHEAST OF THE NORTHEAST CORNER OF THE BOAT RAMP, 51 FEET AG5333'NORTH OF THE CONCRETE SEA WALL, 33 FEET NORTHEAST OF THE AG5333'SOUTHEAST CORNER OF THE PARKING AREA AND 1.3 FEET NORTH OF A AG5333'METAL WITNESS POST. AG5333' AG5333'REFERENCE MARK 3, A STANDARD DISK STAMPED GANDY NO 3 1973, IS AG5333'CEMENTED IN A DRILL HOLE IN THE WEST END OF THE SOUTHWEST CORNER AG5333'OF THE CONCRETE CULVERT ABUTMENT, 48.5 FEET NORTH OF THE CENTER AG5333'OF THE EAST BOUND LANE OF U.S. HIGHWAY 92, 32 FEET SOUTH OF THE AG5333'CENTER OF THE WEST BOUND LANE OF HIGHWAY, AND 3.3 FEET EAST OF A AG5333'METAL WITNESS POST. AG5333' AG5333'TO REACH THE AZIMUTH MARK (REFERENCE MARK 3) FROM THE STATION, AG5333'GO WEST-SOUTHWEST ON U.S. HIGHWAY 92 FOR 0.4 MILE TO THE MARK ON AG5333'LEFT IN MEDIAN. AG5333' AG5333'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AG5333'7-3/4 MILES NNE OF ST. PETERSBURG. AG5333 AG5333 STATION RECOVERY (1975) AG5333 AG5333'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG5333'AT ST PETERSBURG. AG5333'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG5333'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92 AG5333'EAST), RUN EASTERLY ON GANDY BLVD. FOR 3.4 MILE. STATION ON AG5333'RIGHT, 37.2 FT. S/SE OF THE SOUTH EDGE OF THE EAST BOUND LANE OF AG5333'GANDY BLVD., 135.7 FT. E/SE OF THE CENTERLINE OF ENTRANCE ROAD AG5333'TO ASPHALT PARKING LOT, 73.0 FT. NORTH OF THE SE CORNER OF AG5333'ASPHALT PARKING LOT, 15.2 FT. EAST OF THE NE CORNER OF ASPHALT AG5333'PARKING LOT, 15.0 FT. E/SE OF THE EAST EDGE OF ASPHALT PARKING AG5333'LOT. SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE AG5333'GROUND. SECTION 15, T 30 S, R 17 E. AG5333 AG5333 STATION RECOVERY (1977) AG5333 AG5333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RRW) AG5333'STATION, RM NOS 2, 3 AND 4 ALL RECOVERED AS DESCRIBED IN GOOD AG5333'CONDITION. RM NO. 4 DESCRIPTION WAS NOT AVAILABLE IN THE FIELD. RM AG5333'NO. 1 WAS NOT FOUND. AG5333 AG5333 STATION RECOVERY (1978) AG5333 AG5333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AG5333'RECOVERED IN GOOD CONDITION. AG5333 AG5333 STATION RECOVERY (1979) AG5333 AG5333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN) AG5333'THE STATION MARK, REFERENCE MARKS 2, 3 (AZIMUTH MARK) AND 4 WERE AG5333'RECOVERED AS DESCRIBED IN 1973 RECOVERY NOTE BY C.L. NOVAK. ALL MARKS AG5333'WERE FOUND IN GOOD CONDITION. THE 1973 RECOVERY NOTE IS ADEQUATE. AG5333'THE STATION WAS USED TO ESTABLISH POSITIONS ON NAVIGATION AIDS IN AG5333'TAMPA BAY. AG5333 AG5333 STATION RECOVERY (1994) AG5333 AG5333'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RWD) AG5333'RECOVERED AS DESCRIBED. AG5333 AG5333 STATION RECOVERY (1999) AG5333 AG5333'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5333'RECOVERED IN GOOD CONDITION. AG5333 AG5333 STATION RECOVERY (2001) AG5333 AG5333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5333'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0531 *********************************************************************** AG0531 DESIGNATION - GANDY A AG0531 PID - AG0531 AG0531 STATE/COUNTY- FL/PINELLAS AG0531 USGS QUAD - PORT TAMPA (1983) AG0531 AG0531 *CURRENT SURVEY CONTROL AG0531 ___________________________________________________________________ AG0531* NAD 83(1990)- 27 52 24.07406(N) 082 36 18.57006(W) ADJUSTED AG0531* NAVD 88 - 2.295 (meters) 7.53 (feet) ADJUSTED AG0531 ___________________________________________________________________ AG0531 LAPLACE CORR- -1.64 (seconds) DEFLEC99 AG0531 GEOID HEIGHT- -24.61 (meters) GEOID99 AG0531 DYNAMIC HT - 2.292 (meters) 7.52 (feet) COMP AG0531 MODELED GRAV- 979,181.6 (mgal) NAVD 88 AG0531 AG0531 HORZ ORDER - SECOND AG0531 VERT ORDER - SECOND CLASS II AG0531 AG0531.The horizontal coordinates were established by classical geodetic methods AG0531.and adjusted by the National Geodetic Survey in May 1991. AG0531 AG0531.The orthometric height was determined by differential leveling AG0531.and adjusted by the National Geodetic Survey in June 1991. AG0531 AG0531.The Laplace correction was computed from DEFLEC99 derived deflections. AG0531 AG0531.The geoid height was determined by GEOID99. AG0531 AG0531.The dynamic height is computed by dividing the NAVD 88 AG0531.geopotential number by the normal gravity value computed on the AG0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0531.degrees latitude (g = 980.6199 gals.). AG0531 AG0531.The modeled gravity was interpolated from observed gravity values. AG0531 AG0531; North East Units Scale Converg. AG0531;SPC FL W - 392,322.222 140,408.924 MT 0.99998499 -0 16 58.6 AG0531;UTM 17 - 3,084,208.280 341,980.930 MT 0.99990821 -0 45 02.2 AG0531 AG0531: Primary Azimuth Mark Grid Az AG0531:SPC FL W - GANDY 074 53 30.2 AG0531:UTM 17 - GANDY 075 21 33.8 AG0531 AG0531|---------------------------------------------------------------------| AG0531| PID Reference Object Distance Geod. Az | AG0531| dddmmss.s | AG0531| AG2149 GANDY A PT A 10.363 METERS 02837 | AG0531| AG2092 ST PETERSBURG R STA WSUN N TWR APPROX. 1.5 KM 0703354.9 | AG0531| AG5333 GANDY APPROX. 1.8 KM 0743631.6 | AG0531| AG2093 ST PETERSBURG R STA WSUN S TWR APPROX. 1.6 KM 0762552.3 | AG0531| AG2145 ST PETERSBURG TV STA WLCY MAST APPROX. 1.2 KM 2584924.7 | AG0531|---------------------------------------------------------------------| AG0531 AG0531 SUPERSEDED SURVEY CONTROL AG0531 AG0531 NAD 83(1986)- 27 52 24.07938(N) 082 36 18.58183(W) AD( ) 2 AG0531 NAD 27 - 27 52 22.99387(N) 082 36 19.23003(W) AD( ) 2 AG0531 NGVD 29 - 2.561 (m) 8.40 (f) ADJ UNCH 2 2 AG0531 AG0531.Superseded values are not recommended for survey control. AG0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0531.See file dsdata.txt to determine how the superseded data were derived. AG0531 AG0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4198184208(NAD 83) AG0531_MARKER: DD = SURVEY DISK AG0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0531_STAMPING: GANDY A AG0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0531+STABILITY: SURFACE MOTION AG0531 AG0531 HISTORY - Date Condition Report By AG0531 HISTORY - 1973 MONUMENTED FL-103 AG0531 HISTORY - 1975 GOOD FLDT AG0531 HISTORY - 1978 GOOD NGS AG0531 HISTORY - 19991116 POOR USPSQD AG0531 HISTORY - 20010331 POOR NGS AG0531 AG0531 STATION DESCRIPTION AG0531 AG0531'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG0531'LOCATED ON THE GANDY BRIDGE CAUSEWAY ABOUT 2 MILES NORTHEAST OF AG0531'THE JUNCTION OF GANDY BOULEVARD (U.S. HIGHWAY 92) AND 4TH STREET AG0531'N (STATE ROUTE 687). AG0531' AG0531'TO REACH FROM THE JUNCTION OF GANDY BOULEVARD (U.S. HIGHWAY 92) AG0531'AND 4TH STREET N (STATE ROUTE 687), GO NORTHEAST ON U.S. HIGHWAY AG0531'92 FOR 2.2 MILES TO STATION ON LEFT, JUST WEST OF A CONCRETE AG0531'STREET LAMP POST WITH GUY WIRE AS DESCRIBED. AG0531' AG0531'BRONZE DISK STAMPED GANDY-A SET IN THE TOP OF A 12 INCH AG0531'DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE AG0531'GROUND. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF AG0531'CONCRETE THAT IS 48 INCHES BELOW THE GROUND SURFACE. IT IS ABOUT AG0531'39.7 FEET SOUTHWEST OF POWER POLE NUMBER 1A5664OR, 18 FEET NORTH AG0531'OF THE WEST LANES OF PAVEMENT, 16 FEET SOUTHEAST OF A GUY WIRE, AG0531'6.5 FEET NORTH OF THE NORTH EDGE OF THE WESTBOUND LANE OF AG0531'PAVEMENT, AND 6.4 FEET SOUTHWEST OF A CONCRETE LIGHT POLE. AG0531' AG0531'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0531 AG0531 STATION RECOVERY (1975) AG0531 AG0531'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0531'AT ST PETERSBURG. AG0531'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0531'686), 4TH STREET N. (SR. 687) AND GANDY BLVD. (S.R. 600/HWY 92 AG0531'EAST), RUN EASTERLY ON GANDY BLVD. FOR 2.3 MILE. STATION ON AG0531'LEFT, 61.0 FT. N/NW OF GANDY BLVD., 39.8 FT. SW OF POWER POLE, AG0531'NUMBER IA-56640-R, 6.6 FT. W/SW OF LIGHT POLE, NO NUMBER, 6.5 AG0531'FT. N/NW OF THE NORTH EDGE OF PAVEMENT. SET IN TOP OF A CONCRETE AG0531'POST THAT IS FLUSH WITH THE GROUND. SECTION 16, T 30 S, R 17 E. AG0531 AG0531 STATION RECOVERY (1978) AG0531 AG0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DF) AG0531'RECOVERED AS DESCRIBED. AG0531' AG0531'NEAREST TOWN--ST. PETERSBURG. AG0531' AG0531'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS. AG0531 AG0531 STATION RECOVERY (1999) AG0531 AG0531'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0531'MARK RECOVERED IN POOR CONDITION. AG0531 AG0531 STATION RECOVERY (2001) AG0531 AG0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0531'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7358 *********************************************************************** AG7358 DESIGNATION - GANDY C RESET AG7358 PID - AG7358 AG7358 STATE/COUNTY- FL/PINELLAS AG7358 USGS QUAD - ST PETERSBURG (1987) AG7358 AG7358 *CURRENT SURVEY CONTROL AG7358 ___________________________________________________________________ AG7358* NAD 83(1986)- 27 51 50. (N) 082 38 20. (W) SCALED AG7358* NAVD 88 - 1.40 (+/-2cm) 4.6 (feet) VERTCON AG7358 ___________________________________________________________________ AG7358 GEOID HEIGHT- -24.54 (meters) GEOID99 AG7358 AG7358 VERT ORDER - THIRD (See Below) AG7358 AG7358.The horizontal coordinates were scaled from a topographic map and have AG7358.an estimated accuracy of +/- 6 seconds. AG7358 AG7358.The NAVD 88 height was computed by applying the VERTCON shift value to AG7358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7358.The vertical order pertains to the superseded datum. AG7358 AG7358.The geoid height was determined by GEOID99. AG7358 AG7358; North East Units Estimated Accuracy AG7358;SPC FL W - 391,290. 137,080. MT (+/- 180 meters Scaled) AG7358 AG7358 SUPERSEDED SURVEY CONTROL AG7358 AG7358 NGVD 29 - 1.66 (m) 5.4 (f) RESET 3 AG7358 AG7358.Superseded values are not recommended for survey control. AG7358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7358.See file dsdata.txt to determine how the superseded data were derived. AG7358 AG7358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386832(NAD 83) AG7358_MARKER: DB = BENCH MARK DISK AG7358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7358_STAMPING: GANDY C AG7358_MARK LOGO: FL-103 AG7358_PROJECTION: FLUSH AG7358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7358+STABILITY: SURFACE MOTION AG7358 AG7358 HISTORY - Date Condition Report By AG7358 HISTORY - 1978 MONUMENTED FL-103 AG7358 HISTORY - 1989 GOOD USPSQD AG7358 HISTORY - 19990216 GOOD USPSQD AG7358 HISTORY - 20010331 GOOD NGS AG7358 AG7358 STATION DESCRIPTION AG7358 AG7358'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978 AG7358'IN ST PETERSBURG. AG7358'AT THE JUNCTION OF ROOSEVELT BLVD. EAST (STATE ROUTE 686) AND AG7358'4TH STREET NORTH (STATE ROUTE 687), 147.2 FEET SOUTH OF THE AG7358'CENTERLINE OF ROOSEVELT BLVD , 45.9 FEET WEST OF THE CENTERLINE AG7358'OF 4TH STREET NORTH, 39.0 FEET EAST OF A 15-INCH PINE TREE, 4.8 AG7358'FEET WEST OF THE BACK OF CURB, AND 8.8 FEET NORTH OF A POWERPOLE. AG7358 AG7358 STATION RECOVERY (1989) AG7358 AG7358'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD) AG7358'RECOVERED IN GOOD CONDITION. AG7358 AG7358 STATION RECOVERY (1999) AG7358 AG7358'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7358'RECOVERED IN GOOD CONDITION. AG7358 AG7358 STATION RECOVERY (2001) AG7358 AG7358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7358'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0535 *********************************************************************** AG0535 DESIGNATION - GANDY E AG0535 PID - AG0535 AG0535 STATE/COUNTY- FL/PINELLAS AG0535 USGS QUAD - PORT TAMPA (1983) AG0535 AG0535 *CURRENT SURVEY CONTROL AG0535 ___________________________________________________________________ AG0535* NAD 83(1990)- 27 52 07.19413(N) 082 37 18.69087(W) ADJUSTED AG0535* NAVD 88 - 1.114 (meters) 3.65 (feet) ADJUSTED AG0535 ___________________________________________________________________ AG0535 LAPLACE CORR- -1.69 (seconds) DEFLEC99 AG0535 GEOID HEIGHT- -24.57 (meters) GEOID99 AG0535 DYNAMIC HT - 1.112 (meters) 3.65 (feet) COMP AG0535 MODELED GRAV- 979,181.5 (mgal) NAVD 88 AG0535 AG0535 HORZ ORDER - SECOND AG0535 VERT ORDER - SECOND CLASS I AG0535 AG0535.The horizontal coordinates were established by classical geodetic methods AG0535.and adjusted by the National Geodetic Survey in May 1991. AG0535 AG0535.The orthometric height was determined by differential leveling AG0535.and adjusted by the National Geodetic Survey in June 1991. AG0535 AG0535.The Laplace correction was computed from DEFLEC99 derived deflections. AG0535 AG0535.The geoid height was determined by GEOID99. AG0535 AG0535.The dynamic height is computed by dividing the NAVD 88 AG0535.geopotential number by the normal gravity value computed on the AG0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0535.degrees latitude (g = 980.6199 gals.). AG0535 AG0535.The modeled gravity was interpolated from observed gravity values. AG0535 AG0535; North East Units Scale Converg. AG0535;SPC FL W - 391,810.860 138,761.749 MT 0.99998745 -0 17 26.5 AG0535;UTM 17 - 3,083,710.416 340,329.760 MT 0.99991468 -0 45 29.9 AG0535 AG0535: Primary Azimuth Mark Grid Az AG0535:SPC FL W - GANDY G 180 14 29.3 AG0535:UTM 17 - GANDY G 180 42 32.7 AG0535 AG0535|---------------------------------------------------------------------| AG0535| PID Reference Object Distance Geod. Az | AG0535| dddmmss.s | AG0535| AG0537 GANDY G 439.764 METERS 1795702.8 | AG0535|---------------------------------------------------------------------| AG0535 AG0535 SUPERSEDED SURVEY CONTROL AG0535 AG0535 NAD 83(1986)- 27 52 07.19952(N) 082 37 18.70266(W) AD( ) 2 AG0535 NAD 27 - 27 52 06.11347(N) 082 37 19.34966(W) AD( ) 2 AG0535 NGVD 29 - 1.376 (m) 4.51 (f) ADJ UNCH 2 1 AG0535 AG0535.Superseded values are not recommended for survey control. AG0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0535.See file dsdata.txt to determine how the superseded data were derived. AG0535 AG0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4033083710(NAD 83) AG0535_MARKER: DD = SURVEY DISK AG0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0535_STAMPING: GANDY E AG0535_MARK LOGO: FL-103 AG0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0535+STABILITY: SURFACE MOTION AG0535 AG0535 HISTORY - Date Condition Report By AG0535 HISTORY - 1975 MONUMENTED FL-103 AG0535 HISTORY - 1975 GOOD FLDT AG0535 HISTORY - 1982 GOOD FLDNR AG0535 HISTORY - 1989 MARK NOT FOUND USPSQD AG0535 HISTORY - 19991116 GOOD USPSQD AG0535 HISTORY - 20010331 GOOD NGS AG0535 AG0535 STATION DESCRIPTION AG0535 AG0535'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0535'THE STATION IS LOCATED ON THE NORTH SIDE OF GANDY BRIDGE CAUSEWAY AG0535'ABOUT 1.0 MILE NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 92 AND AG0535'FOURTH STREET NORTH. AG0535' AG0535'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 92 (ALSO KNOWN AS AG0535'STATE ROUTE 600 AND/OR GANDY BOULEVARD), STATE ROUTE 686 (ROOSEVELT AG0535'BOULEVARD) AND STATE ROUTE 687 (FOURTH STREET NORTH), GO NORTHEAST AG0535'ON U.S. HIGHWAY 92 (GANDY BOULEVARD) FOR 1.00 MILES TO THE AG0535'INTERSECTION OF SAN MARTIN BOULEVARD ON THE LEFT. STATION IS ON AG0535'THE NORTH SIDE OF GANDY BOULEVARD AT THE INTERSECTION AS AG0535'DESCRIBED. AG0535' AG0535'BRONZE DISK STAMPED GANDY E SET IN TOP OF A 12 INCH DIAMETER AG0535'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0535' AG0535'IT IS ABOUT 28.5 FEET NORTH OF CENTER OF THE EASTBOUND LANE OF AG0535'TRAFFIC, 28.5 FEET SOUTHEAST OF A GAS LINE STAND PIPE, 23.0 FEET AG0535'NORTHEAST OF A CONCRETE LIGHT POLE, NO NUMBER. AG0535' AG0535'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER. AG0535 AG0535 STATION RECOVERY (1975) AG0535 AG0535'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0535'AT ST PETERSBURG. AG0535'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0535'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92 AG0535'EAST), RUN EASTERLY ON GANDY BLVD. FOR 1.15 MILE. STATION ON AG0535'LEFT, 62.8 FT. N/NW OF THE CENTERLINE OF GANDY BLVD., 34.0 FT. AG0535'EAST OF THE EXTENDED CENTERLINE OF SAN MARTIN BLVD., 132.0 FT. AG0535'E/NE OF POWER AND LIGHT POLE, NUMBER IA-65330-R, 23.4 FT. EAST AG0535'OF POWER AND LIGHT POLE, NO NUMBER, 17.0 FT. N/NW OF THE NORTH AG0535'EDGE OF PAVEMENT. SET IN TOP OF A CONCRETE POST THAT IS FLUSH AG0535'WITH THE GROUND. SECTION 17, T 30 S, R 17 E. AG0535 AG0535 STATION RECOVERY (1982) AG0535 AG0535'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG0535'RECOVERED IN GOOD CONDITION. AG0535 AG0535 STATION RECOVERY (1989) AG0535 AG0535'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD) AG0535'MARK NOT FOUND. AG0535 AG0535 STATION RECOVERY (1999) AG0535 AG0535'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0535'RECOVERED IN GOOD CONDITION. AG0535 AG0535 STATION RECOVERY (2001) AG0535 AG0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0535'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0536 *********************************************************************** AG0536 DESIGNATION - GANDY F AG0536 PID - AG0536 AG0536 STATE/COUNTY- FL/PINELLAS AG0536 USGS QUAD - PORT TAMPA (1983) AG0536 AG0536 *CURRENT SURVEY CONTROL AG0536 ___________________________________________________________________ AG0536* NAD 83(1990)- 27 52 16.82980(N) 082 36 44.09281(W) ADJUSTED AG0536* NAVD 88 - 1.971 (meters) 6.47 (feet) ADJUSTED AG0536 ___________________________________________________________________ AG0536 LAPLACE CORR- -1.66 (seconds) DEFLEC99 AG0536 GEOID HEIGHT- -24.59 (meters) GEOID99 AG0536 DYNAMIC HT - 1.968 (meters) 6.46 (feet) COMP AG0536 MODELED GRAV- 979,181.6 (mgal) NAVD 88 AG0536 AG0536 HORZ ORDER - SECOND AG0536 VERT ORDER - SECOND CLASS II AG0536 AG0536.The horizontal coordinates were established by classical geodetic methods AG0536.and adjusted by the National Geodetic Survey in May 1991. AG0536 AG0536.The orthometric height was determined by differential leveling AG0536.and adjusted by the National Geodetic Survey in June 1991. AG0536 AG0536.The Laplace correction was computed from DEFLEC99 derived deflections. AG0536 AG0536.The geoid height was determined by GEOID99. AG0536 AG0536.The dynamic height is computed by dividing the NAVD 88 AG0536.geopotential number by the normal gravity value computed on the AG0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0536.degrees latitude (g = 980.6199 gals.). AG0536 AG0536.The modeled gravity was interpolated from observed gravity values. AG0536 AG0536; North East Units Scale Converg. AG0536;SPC FL W - 392,102.699 139,709.664 MT 0.99998603 -0 17 10.4 AG0536;UTM 17 - 3,083,994.487 341,279.954 MT 0.99991095 -0 45 13.9 AG0536 AG0536: Primary Azimuth Mark Grid Az AG0536:SPC FL W - GANDY E 252 53 15.9 AG0536:UTM 17 - GANDY E 253 21 19.4 AG0536 AG0536|---------------------------------------------------------------------| AG0536| PID Reference Object Distance Geod. Az | AG0536| dddmmss.s | AG0536| AG0535 GANDY E APPROX. 1.0 KM 2523605.5 | AG0536|---------------------------------------------------------------------| AG0536 AG0536 SUPERSEDED SURVEY CONTROL AG0536 AG0536 NAD 83(1986)- 27 52 16.83514(N) 082 36 44.10459(W) AD( ) 2 AG0536 NAD 27 - 27 52 15.74931(N) 082 36 44.75228(W) AD( ) 2 AG0536 NGVD 29 - 2.235 (m) 7.33 (f) ADJ UNCH 2 2 AG0536 AG0536.Superseded values are not recommended for survey control. AG0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0536.See file dsdata.txt to determine how the superseded data were derived. AG0536 AG0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4128083994(NAD 83) AG0536_MARKER: DD = SURVEY DISK AG0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0536_STAMPING: GANDY F AG0536_MARK LOGO: FL-103 AG0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0536+STABILITY: SURFACE MOTION AG0536 AG0536 HISTORY - Date Condition Report By AG0536 HISTORY - 1975 MONUMENTED FL-103 AG0536 HISTORY - 1975 GOOD FLDT AG0536 HISTORY - 1983 MARK NOT FOUND USPSQD AG0536 HISTORY - 19991116 MARK NOT FOUND USPSQD AG0536 HISTORY - 20010331 MARK NOT FOUND NGS AG0536 AG0536 STATION DESCRIPTION AG0536 AG0536'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0536'THE STATION IS LOCATED ABOUT 1.70 MILES NORTHEAST OF THE JUNCTION AG0536'OF U.S. HIGHWAY 92 AND FOURTH STREET NORTH AND ABOUT 50.0 FEET AG0536'SOUTH OF OLD TAMPA BAY ON THE NORTH SIDE OF GANDY BOULEVARD. AG0536' AG0536'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD AG0536'AND/OR STATE ROUTE 600), STATE ROUTE 686 (ROOSEVELT BOULEVARD) AND AG0536'STATE ROUTE 687 (FOURTH STREET NORTH), GO NORTHEAST ON U.S. HIGHWAY AG0536'92 (GANDY BOULEVARD) FOR 1.70 MILES TO THE LIGHT HOUSE BOATS AND AG0536'RAMPS SIGN ON THE RIGHT. STATION IS ON THE NORTH SIDE OF GANDY AG0536'BOULEVARD AS DESCRIBED. AG0536' AG0536'BRONZE DISK STAMPED GANDY F SET IN TOP OF A 12-INCH DIAMETER AG0536'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0536' AG0536'IT IS ABOUT 22.5 FEET NORTH OF CENTER OF THE EASTBOUND LANE OF AG0536'TRAFFIC, 20 FEET SOUTHEAST OF A CONCRETE LIGHT POLE, NO NUMBER. AG0536' AG0536'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0536 AG0536 STATION RECOVERY (1975) AG0536 AG0536'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0536'AT ST PETERSBURG. AG0536'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0536'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92 AG0536'EAST), RUN EASTERLY ON GANDY BLVD. FOR 1.8 MILE. STATION ON AG0536'LEFT, 56.0 FT. N/NW OF GANDY BLVD., 31.3 FT. W/SW OF THE AG0536'EXTENDED CENTERLINE OF LANE CROSSOVER, 145.3 FT. W/SW OF POWER AG0536'AND LIGHT POLE, NUMBER X-652, 162.8 FT. NORTH OF THE NW CORNER AG0536'OF ONE STORY BRICK BUILDING, 13050 GANDY BLVD. (LIGHTHOUSE AG0536'MARINA), 2.8 FT. SO. OF POWER AND LIGHT POLE, NO NUMBER, 3.5 FT. AG0536'N/NW OF THE NORTH EDGE OF PAVEMENT. SET IN TOP OF A CONCRETE AG0536'POST THAT IS FLUSH WITH THE GROUND. SECTION 16, T 30 S, R 17 E. AG0536 AG0536 STATION RECOVERY (1983) AG0536 AG0536'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0536'MARK NOT FOUND. AG0536 AG0536 STATION RECOVERY (1999) AG0536 AG0536'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0536'MARK NOT FOUND. AG0536 AG0536 STATION RECOVERY (2001) AG0536 AG0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0536'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0537 *********************************************************************** AG0537 DESIGNATION - GANDY G AG0537 PID - AG0537 AG0537 STATE/COUNTY- FL/PINELLAS AG0537 USGS QUAD - PORT TAMPA (1983) AG0537 AG0537 *CURRENT SURVEY CONTROL AG0537 ___________________________________________________________________ AG0537* NAD 83(1990)- 27 51 52.90802(N) 082 37 18.67706(W) ADJUSTED AG0537* NAVD 88 - 0.840 (meters) 2.76 (feet) ADJUSTED AG0537 ___________________________________________________________________ AG0537 LAPLACE CORR- -1.71 (seconds) DEFLEC99 AG0537 GEOID HEIGHT- -24.57 (meters) GEOID99 AG0537 DYNAMIC HT - 0.839 (meters) 2.75 (feet) COMP AG0537 MODELED GRAV- 979,181.1 (mgal) NAVD 88 AG0537 AG0537 HORZ ORDER - SECOND AG0537 VERT ORDER - SECOND CLASS II AG0537 AG0537.The horizontal coordinates were established by classical geodetic methods AG0537.and adjusted by the National Geodetic Survey in May 1991. AG0537 AG0537.The orthometric height was determined by differential leveling AG0537.and adjusted by the National Geodetic Survey in June 1991. AG0537 AG0537.The Laplace correction was computed from DEFLEC99 derived deflections. AG0537 AG0537.The geoid height was determined by GEOID99. AG0537 AG0537.The dynamic height is computed by dividing the NAVD 88 AG0537.geopotential number by the normal gravity value computed on the AG0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0537.degrees latitude (g = 980.6199 gals.). AG0537 AG0537.The modeled gravity was interpolated from observed gravity values. AG0537 AG0537; North East Units Scale Converg. AG0537;SPC FL W - 391,371.106 138,759.896 MT 0.99998745 -0 17 26.4 AG0537;UTM 17 - 3,083,270.723 340,324.318 MT 0.99991470 -0 45 29.5 AG0537 AG0537: Primary Azimuth Mark Grid Az AG0537:SPC FL W - GANDY H 224 48 37.4 AG0537:UTM 17 - GANDY H 225 16 40.5 AG0537 AG0537|---------------------------------------------------------------------| AG0537| PID Reference Object Distance Geod. Az | AG0537| dddmmss.s | AG0537| AG0538 GANDY H APPROX. 0.7 KM 2243111.0 | AG0537| AG0535 GANDY E 439.764 METERS 3595702.8 | AG0537|---------------------------------------------------------------------| AG0537 AG0537 SUPERSEDED SURVEY CONTROL AG0537 AG0537 NAD 83(1986)- 27 51 52.91342(N) 082 37 18.68889(W) AD( ) 2 AG0537 NAD 27 - 27 51 51.82697(N) 082 37 19.33600(W) AD( ) 2 AG0537 NGVD 29 - 1.102 (m) 3.62 (f) ADJ UNCH 2 2 AG0537 AG0537.Superseded values are not recommended for survey control. AG0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0537.See file dsdata.txt to determine how the superseded data were derived. AG0537 AG0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4032483271(NAD 83) AG0537_MARKER: DD = SURVEY DISK AG0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0537_STAMPING: GANDY G AG0537_MARK LOGO: FL-103 AG0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0537+STABILITY: SURFACE MOTION AG0537 AG0537 HISTORY - Date Condition Report By AG0537 HISTORY - 1975 MONUMENTED FL-103 AG0537 HISTORY - 1975 GOOD FLDT AG0537 HISTORY - 1983 GOOD USPSQD AG0537 HISTORY - 1989 MARK NOT FOUND USPSQD AG0537 HISTORY - 19990209 MARK NOT FOUND USPSQD AG0537 HISTORY - 20010331 MARK NOT FOUND NGS AG0537 AG0537 STATION DESCRIPTION AG0537 AG0537'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0537'THE STATION IS LOCATED ABOUT .30 MILE SOUTH OF GANDY BOULEVARD AG0537'AND .50 MILE WEST OF OLD TAMPA BAY. AG0537' AG0537'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 92 (GRANDY BOULEVARD), AG0537'STATE ROUTE 686 (ROOSEVELT BOULEVARD) AND STATE ROUTE 687 (FOURTH AG0537'STREET NORTH), GO NORTHEAST ON GANDY BOULEVARD (U.S. HIGHWAY 92) AG0537'FOR 1.00 MILE TO THE INTERSECTION OF SAN MARTIN BOULEVARD ON THE AG0537'RIGHT, TURN RIGHT AND GO SOUTH FOR .30 MILE TO A CURVE TO THE AG0537'RIGHT. STATION IS ON THE SOUTH SIDE OF THE CURVE AS DESCRIBED. AG0537' AG0537'BRONZE DISK STAMPED GANDY G SET IN TOP OF A 12 INCH DIAMETER AG0537'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0537' AG0537'IT IS ABOUT 71.6 FEET SOUTHWEST OF A POWER POLE. 38.7 FEET AG0537'NORTHWEST OF AN 18 INCH PINE TREE, 36.6 FEET NORTHEAST OF AN 18 AG0537'INCH PALM TREE, 34.8 FEET SOUTH OF CENTER OF SAN MARTIN BOULEVARD. AG0537' AG0537'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0537 AG0537 STATION RECOVERY (1975) AG0537 AG0537'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0537'AT ST PETERSBURG. AG0537'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. AG0537'(S.R. 686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. AG0537'600/HWY 92 EAST), RUN EASTERLY ON GANDY BLVD. FOR 1.15 MILE TO AG0537'THE T JUNCTION OF SAN MARTIN BLVD. TURN RIGHT AND RUN SOUTHERLY AG0537'ON SAN MARTIN BLVD. FOR 0.25 MILE. STATION ON LEFT, 157.6 FT. AG0537'SE OF THE SE CORNER OF A ONE STORY CONCRETE BLOCK BUILDING, AG0537'10220 SAN MARTIN BLVD. (SANDEFUR FORMICA CABINET SHOP), 98.3 FT. AG0537'E/SE OF A 12 INCH PINE TREE, 72.0 FT. E/SE OF A POWER POLE, AG0537'NUMBER 1A-21999-R, 38.8 FT. SE OF A 10 INCH PINE TREE, 35.0 FT. AG0537'SE OF THE CENTERLINE OF SAN MARTIN BLVD. SET IN TOP OF A CONCRETE AG0537'POST THAT IS FLUSH WITH THE GROUND. SECTION 17, T 30S, R 17E. AG0537 AG0537 STATION RECOVERY (1983) AG0537 AG0537'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0537'ALL LOCATION REFERENCE POINTS ARE VALID. AG0537 AG0537 STATION RECOVERY (1989) AG0537 AG0537'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD) AG0537'MARK NOT FOUND. AG0537 AG0537 STATION RECOVERY (1999) AG0537 AG0537'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0537'MARK NOT FOUND. AG0537 AG0537 STATION RECOVERY (2001) AG0537 AG0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0537'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0538 *********************************************************************** AG0538 DESIGNATION - GANDY H AG0538 PID - AG0538 AG0538 STATE/COUNTY- FL/PINELLAS AG0538 USGS QUAD - ST PETERSBURG (1987) AG0538 AG0538 *CURRENT SURVEY CONTROL AG0538 ___________________________________________________________________ AG0538* NAD 83(1990)- 27 51 37.61578(N) 082 37 35.59722(W) ADJUSTED AG0538* NAVD 88 - 1.069 (meters) 3.51 (feet) ADJUSTED AG0538 ___________________________________________________________________ AG0538 LAPLACE CORR- -1.76 (seconds) DEFLEC99 AG0538 GEOID HEIGHT- -24.55 (meters) GEOID99 AG0538 DYNAMIC HT - 1.067 (meters) 3.50 (feet) COMP AG0538 MODELED GRAV- 979,180.9 (mgal) NAVD 88 AG0538 AG0538 HORZ ORDER - SECOND AG0538 VERT ORDER - SECOND CLASS II AG0538 AG0538.The horizontal coordinates were established by classical geodetic methods AG0538.and adjusted by the National Geodetic Survey in May 1991. AG0538 AG0538.The orthometric height was determined by differential leveling AG0538.and adjusted by the National Geodetic Survey in June 1991. AG0538 AG0538.The Laplace correction was computed from DEFLEC99 derived deflections. AG0538 AG0538.The geoid height was determined by GEOID99. AG0538 AG0538.The dynamic height is computed by dividing the NAVD 88 AG0538.geopotential number by the normal gravity value computed on the AG0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0538.degrees latitude (g = 980.6199 gals.). AG0538 AG0538.The modeled gravity was interpolated from observed gravity values. AG0538 AG0538; North East Units Scale Converg. AG0538;SPC FL W - 390,902.740 138,294.621 MT 0.99998816 -0 17 34.1 AG0538;UTM 17 - 3,082,806.203 339,855.270 MT 0.99991656 -0 45 37.0 AG0538 AG0538: Primary Azimuth Mark Grid Az AG0538:SPC FL W - GANDY G 044 48 37.2 AG0538:UTM 17 - GANDY G 045 16 40.1 AG0538 AG0538|---------------------------------------------------------------------| AG0538| PID Reference Object Distance Geod. Az | AG0538| dddmmss.s | AG0538| AG0537 GANDY G APPROX. 0.7 KM 0443103.1 | AG0538| AG0539 GANDY J 215.063 METERS 17744 | AG0538|---------------------------------------------------------------------| AG0538 AG0538 SUPERSEDED SURVEY CONTROL AG0538 AG0538 NAD 83(1986)- 27 51 37.62121(N) 082 37 35.60910(W) AD( ) 2 AG0538 NAD 27 - 27 51 36.53438(N) 082 37 36.25587(W) AD( ) 2 AG0538 NGVD 29 - 1.330 (m) 4.36 (f) ADJ UNCH 2 2 AG0538 AG0538.Superseded values are not recommended for survey control. AG0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0538.See file dsdata.txt to determine how the superseded data were derived. AG0538 AG0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3985582806(NAD 83) AG0538_MARKER: DD = SURVEY DISK AG0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0538_STAMPING: GANDY H AG0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0538+STABILITY: SURFACE MOTION AG0538 AG0538 HISTORY - Date Condition Report By AG0538 HISTORY - 1975 MONUMENTED FL-103 AG0538 HISTORY - 1975 GOOD FLDT AG0538 HISTORY - 1983 GOOD USPSQD AG0538 HISTORY - 1989 GOOD USPSQD AG0538 HISTORY - 19990209 GOOD USPSQD AG0538 HISTORY - 20010331 GOOD NGS AG0538 AG0538 STATION DESCRIPTION AG0538 AG0538'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0538'THE STATION IS LOCATED AT THE SOUTH ENTRANCE TO THE DERBY LANE AG0538'DOG TRACK. AG0538' AG0538'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD), AG0538'STATE ROUTE 686 (ROOSEVELT BOULEVARD), STATE ROUTE 687 (FOURTH AG0538'STREET NORTH), GO NORTHEAST ON GANDY BOULEVARD (U.S. HIGHWAY 92) AG0538'FOR 1.00 MILE TO THE INTERSECTION OF SAN MARTIN BOULEVARD ON THE AG0538'RIGHT. TURN RIGHT AND FOLLOW SAN MARTIN BOULEVARD FOR .70 MILES AG0538'TO THE ENTRANCE TO THE DERBY LANE DOG TRACK. STATION IS ON THE AG0538'NORTH SIDE OF THE ROAD AND EAST OF THE ENTRANCE AS DESCRIBED. AG0538' AG0538'BRONZE DISK STAMPED GANDY H SET IN TOP OF A 12 INCH DIAMETER AG0538'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0538' AG0538'IT IS ABOUT 27.5 FEET EAST OF CENTER OF ENTRANCE ROAD TO THE AG0538'TRACK, 26.5 FEET NORTHWEST OF A POWER POLE NUMBER 1A-22036, 21.0 AG0538'FEET NORTHEAST OF NORTHWEST CORNER OF CULVERT HEADWALL, 2.0 FEET AG0538'SOUTH OF 6 FOOT HIGH CHAINLINK FENCE. AG0538' AG0538'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0538 AG0538 STATION RECOVERY (1975) AG0538 AG0538'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0538'AT ST PETERSBURG. AG0538'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0538'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY AG0538'92 EAST), RUN EASTERLY ON GANDY BLVD. FOR 1.15 MILE TO THE AG0538'T JUNCTION OF SAN MARTIN BLVD. TURN RIGHT AND RUN SOUTHERLY ON AG0538'SAN MARTIN BLVD. FOR 0.65 MILE. STATION ON RIGHT, 60.5 FT. NW AG0538'OF THE CENTERLINE OF SAN MARTIN BLVD., 26.3 FT. NE OF THE AG0538'CENTERLINE OF THE SE ENTRANCE TO DOG TRACK (DERBY LANE), 26.5 FT. AG0538'SW OF POWER POLE, NUMBER 1A-22036, 2.0 FT. SE OF SIX FOOT CHAIN AG0538'LINK FENCE, 1.5 FT. NE OF THE EDGE OF PAVEMENT OF DOG TRACK AG0538'ENTRANCE ROAD. SET IN TOP OF A CONCRETE POST THAT IS FLUSH AG0538'WITH THE GROUND. SECTION 20, T 30S, R 17E. AG0538 AG0538 STATION RECOVERY (1983) AG0538 AG0538'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0538'RECOVERED IN GOOD CONDITION. AG0538 AG0538 STATION RECOVERY (1989) AG0538 AG0538'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJD) AG0538'RECOVERED IN GOOD CONDITION. AG0538 AG0538 STATION RECOVERY (1999) AG0538 AG0538'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0538'RECOVERED IN GOOD CONDITION. AG0538 AG0538 STATION RECOVERY (2001) AG0538 AG0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0538'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0539 *********************************************************************** AG0539 DESIGNATION - GANDY J AG0539 PID - AG0539 AG0539 STATE/COUNTY- FL/PINELLAS AG0539 USGS QUAD - ST PETERSBURG (1987) AG0539 AG0539 *CURRENT SURVEY CONTROL AG0539 ___________________________________________________________________ AG0539* NAD 83(1990)- 27 51 30.63474(N) 082 37 35.28567(W) ADJUSTED AG0539* NAVD 88 - 0.556 (meters) 1.82 (feet) ADJUSTED AG0539 ___________________________________________________________________ AG0539 LAPLACE CORR- -1.77 (seconds) DEFLEC99 AG0539 GEOID HEIGHT- -24.55 (meters) GEOID99 AG0539 DYNAMIC HT - 0.555 (meters) 1.82 (feet) COMP AG0539 MODELED GRAV- 979,180.8 (mgal) NAVD 88 AG0539 AG0539 HORZ ORDER - SECOND AG0539 VERT ORDER - SECOND CLASS II AG0539 AG0539.The horizontal coordinates were established by classical geodetic methods AG0539.and adjusted by the National Geodetic Survey in May 1991. AG0539 AG0539.The orthometric height was determined by differential leveling AG0539.and adjusted by the National Geodetic Survey in June 1991. AG0539 AG0539.The Laplace correction was computed from DEFLEC99 derived deflections. AG0539 AG0539.The geoid height was determined by GEOID99. AG0539 AG0539.The dynamic height is computed by dividing the NAVD 88 AG0539.geopotential number by the normal gravity value computed on the AG0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0539.degrees latitude (g = 980.6199 gals.). AG0539 AG0539.The modeled gravity was interpolated from observed gravity values. AG0539 AG0539; North East Units Scale Converg. AG0539;SPC FL W - 390,687.808 138,302.046 MT 0.99998814 -0 17 33.9 AG0539;UTM 17 - 3,082,591.233 339,860.941 MT 0.99991653 -0 45 36.7 AG0539 AG0539: Primary Azimuth Mark Grid Az AG0539:SPC FL W - GANDY K 152 33 36.4 AG0539:UTM 17 - GANDY K 153 01 39.2 AG0539 AG0539|---------------------------------------------------------------------| AG0539| PID Reference Object Distance Geod. Az | AG0539| dddmmss.s | AG0539| AG0540 GANDY K 473.751 METERS 1521602.5 | AG0539| AG0538 GANDY H 215.063 METERS 35744 | AG0539|---------------------------------------------------------------------| AG0539 AG0539 SUPERSEDED SURVEY CONTROL AG0539 AG0539 NAD 83(1986)- 27 51 30.64017(N) 082 37 35.29758(W) AD( ) 2 AG0539 NAD 27 - 27 51 29.55320(N) 082 37 35.94443(W) AD( ) 2 AG0539 NGVD 29 - 0.818 (m) 2.68 (f) ADJ UNCH 2 2 AG0539 AG0539.Superseded values are not recommended for survey control. AG0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0539.See file dsdata.txt to determine how the superseded data were derived. AG0539 AG0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3986182591(NAD 83) AG0539_MARKER: DD = SURVEY DISK AG0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0539_STAMPING: GANDY J AG0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0539+STABILITY: SURFACE MOTION AG0539 AG0539 HISTORY - Date Condition Report By AG0539 HISTORY - 1975 MONUMENTED FL-103 AG0539 HISTORY - 1975 GOOD FLDT AG0539 HISTORY - 1983 MARK NOT FOUND USPSQD AG0539 HISTORY - 1989 MARK NOT FOUND USPSQD AG0539 HISTORY - 19991129 MARK NOT FOUND USPSQD AG0539 HISTORY - 20010331 MARK NOT FOUND NGS AG0539 AG0539 STATION DESCRIPTION AG0539 AG0539'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0539'THE STATION IS LOCATED ABOUT .20 MILES SOUTH OF THE DERBY LANE AG0539'DOG TRACK ABOUT .30 MILE NORTHWEST OF RIVIERA BAY ON THE WEST SIDE AG0539'OF SAN MARTIN BOULEVARD. AG0539' AG0539'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD), AG0539'STATE ROUTE 686 (ROOSEVELT BOULEVARD) AND STATE ROUTE 687 (FOURTH AG0539'STREET NORTH), GO NORTHEAST ON GANDY BOULEVARD (U.S. HIGHWAY 92) AG0539'FOR 1.00 MILE TO THE INTERSECTION OF SAN MARTIN BOULEVARD ON THE AG0539'RIGHT, TURN RIGHT AND FOLLOW SAN MARTIN BOULEVARD FOR .85 MILES AG0539'TO A POWER POLE AND THE STATION ON THE RIGHT AS DESCRIBED. AG0539' AG0539'BRONZE DISK STAMPED GANDY J SET IN TOP OF A 12 INCH DIAMETER AG0539'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0539' AG0539'IT IS ABOUT 40.5 FEET WEST OF CENTER OF SAN MARTIN BOULEVARD, AG0539'25.0 FEET EAST OF A GUY WIRE, 2.3 FEET WEST OF A POWER POLE, 47.7 AG0539'FEET SOUTHEAST OF A 4 IN X 4 IN CONCRETE RIGHT OF WAY MARKER. AG0539' AG0539'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0539 AG0539 STATION RECOVERY (1975) AG0539 AG0539'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0539'AT ST PETERSBURG. AG0539'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. 686), AG0539'4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92 EAST), AG0539'RUN EASTERLY ON GANDY BLVD. FOR 1.15 MILE TO THE T JUNCTION OF AG0539'SAN MARTIN BLVD. TURN RIGHT, AND RUN SOUTHERLY ON SAN MARTIN AG0539'BLVD FOR 0.8 MILE. STATION ON RIGHT, 37.8 FT. W/NW OF THE AG0539'CENTERLINE OF SAN MARTIN BLVD., 136.7 FT. SE OF A 17 INCH LONE AG0539'PINE TREE, 74.0 FT. SW OF AN 8 INCH PINE TREE, 3.0 FT. W/NW OF AG0539'A POWER POLE, NO NUMBER. SET IN TOP OF A CONCRETE POST THAT IS AG0539'FLUSH WITH THE GROUND. SECTION 20, T 30S, R 17E. AG0539 AG0539 STATION RECOVERY (1983) AG0539 AG0539'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0539'MARK NOT FOUND. AG0539 AG0539 STATION RECOVERY (1989) AG0539 AG0539'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD) AG0539'MARK NOT FOUND. AG0539 AG0539 STATION RECOVERY (1999) AG0539 AG0539'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0539'MARK NOT FOUND. AG0539 AG0539 STATION RECOVERY (2001) AG0539 AG0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0539'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0540 *********************************************************************** AG0540 TIDAL BM - This is a Tidal Bench Mark. AG0540 DESIGNATION - GANDY K AG0540 PID - AG0540 AG0540 STATE/COUNTY- FL/PINELLAS AG0540 USGS QUAD - PORT TAMPA (1983) AG0540 AG0540 *CURRENT SURVEY CONTROL AG0540 ___________________________________________________________________ AG0540* NAD 83(1990)- 27 51 17.01233(N) 082 37 27.22778(W) ADJUSTED AG0540* NAVD 88 - 1.067 (meters) 3.50 (feet) ADJUSTED AG0540 ___________________________________________________________________ AG0540 LAPLACE CORR- -1.78 (seconds) DEFLEC99 AG0540 GEOID HEIGHT- -24.55 (meters) GEOID99 AG0540 DYNAMIC HT - 1.066 (meters) 3.50 (feet) COMP AG0540 MODELED GRAV- 979,180.5 (mgal) NAVD 88 AG0540 AG0540 HORZ ORDER - SECOND AG0540 VERT ORDER - SECOND CLASS I AG0540 AG0540.The horizontal coordinates were established by classical geodetic methods AG0540.and adjusted by the National Geodetic Survey in May 1991. AG0540 AG0540.The orthometric height was determined by differential leveling AG0540.and adjusted by the National Geodetic Survey in June 1991. AG0540 AG0540.This Tidal Bench Mark is designated as VM 10669 AG0540.by the Center for Operational Oceanographic Products and Services. AG0540 AG0540.The Laplace correction was computed from DEFLEC99 derived deflections. AG0540 AG0540.The geoid height was determined by GEOID99. AG0540 AG0540.The dynamic height is computed by dividing the NAVD 88 AG0540.geopotential number by the normal gravity value computed on the AG0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0540.degrees latitude (g = 980.6199 gals.). AG0540 AG0540.The modeled gravity was interpolated from observed gravity values. AG0540 AG0540; North East Units Scale Converg. AG0540;SPC FL W - 390,267.362 138,520.356 MT 0.99998781 -0 17 30.0 AG0540;UTM 17 - 3,082,169.050 340,075.799 MT 0.99991568 -0 45 32.6 AG0540 AG0540|---------------------------------------------------------------------| AG0540| PID Reference Object Distance Geod. Az | AG0540| dddmmss.s | AG0540| AG0848 RIO A 355.405 METERS 17654 | AG0540| AG0539 GANDY J 473.751 METERS 3321606.2 | AG0540|---------------------------------------------------------------------| AG0540 AG0540 SUPERSEDED SURVEY CONTROL AG0540 AG0540 NAD 83(1986)- 27 51 17.01775(N) 082 37 27.23974(W) AD( ) 2 AG0540 NAD 27 - 27 51 15.93035(N) 082 37 27.88698(W) AD( ) 2 AG0540 NGVD 29 - 1.329 (m) 4.36 (f) ADJ UNCH 2 1 AG0540 AG0540.Superseded values are not recommended for survey control. AG0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0540.See file dsdata.txt to determine how the superseded data were derived. AG0540 AG0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4007682169(NAD 83) AG0540_MARKER: DD = SURVEY DISK AG0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0540_STAMPING: GANDY K AG0540_MARK LOGO: FL-103 AG0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0540+STABILITY: SURFACE MOTION AG0540 AG0540 HISTORY - Date Condition Report By AG0540 HISTORY - 1975 MONUMENTED FL-103 AG0540 HISTORY - 1975 GOOD FLDT AG0540 HISTORY - 1982 GOOD FLDNR AG0540 HISTORY - 1989 MARK NOT FOUND USPSQD AG0540 HISTORY - 19990209 GOOD USPSQD AG0540 HISTORY - 20010331 GOOD NGS AG0540 AG0540 STATION DESCRIPTION AG0540 AG0540'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0540'THE STATION IS LOCATED ON THE EAST SIDE OF SAN MARTIN BOULEVARD AG0540'IN A TRIANGLE FORMED BY WEEDON DRIVE NORTH AND WEEDON DRIVE N.E. AG0540' AG0540'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD) AG0540'STATE ROUTE 686 (ROOSEVELT BOULEVARD) AND STATE ROUTE 687 (FOURTH AG0540'STREET NORTH), GO NORTHEAST ON GANDY BOULEVARD FOR 1.00 MILE TO AG0540'THE INTERSECTION OF SAN MARTIN BOULEVARD ON THE RIGHT. TURN RIGHT AG0540'AND FOLLOW SAN MARTIN BOULEVARD FOR 1.20 MILES TO THE STATION ON AG0540'THE LEFT IN A TRIANGLE AS DESCRIBED. AG0540' AG0540'BRONZE DISK STAMPED GANDY K SET IN TOP OF A 12 INCH DIAMETER AG0540'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0540' AG0540'IT IS ABOUT 111.5 FEET SOUTHEAST OF A 16 INCH PINE TREE ON THE AG0540'WEST SIDE OF SAN MARTIN BOULEVARD, 74.3 FEET SOUTHWEST OF A 12 AG0540'INCH PINE TREE, 62.8 FEET NORTHWEST OF A 12 INCH PINE TREE, 41.5 AG0540'FEET EAST OF CENTER OF SAN MARTIN BOULEVARD. AG0540' AG0540'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0540 AG0540 STATION RECOVERY (1975) AG0540 AG0540'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0540'AT ST PETERSBURG. AG0540'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. AG0540'(S.R. 686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY AG0540'92 EAST), RUN EASTERLY ON GANDY BLVD. FOR 1.15 MILE TO THE T AG0540'JUNCTION OF SAN MARTIN BLVD. TURN RIGHT AND RUN SOUTHERLY AG0540'ON SAN MARTIN BLVD. FOR 1.1 MILE. STATION ON LEFT, 42.0 FT. AG0540'E/NE OF THE CENTERLINE OF SAN MARTIN BLVD., 172.0 FT. N/NE OF AG0540'THE CENTERLINE OF WEEDON DR. N.E., 63.0 FT. WEST OF A 10 INCH AG0540'PINE TREE. SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE AG0540'GROUND. SECTION 20, T 30S, R 17E. AG0540 AG0540 STATION RECOVERY (1982) AG0540 AG0540'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG0540'RECOVERED IN GOOD CONDITION. AG0540 AG0540 STATION RECOVERY (1989) AG0540 AG0540'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD) AG0540'MARK NOT FOUND. AG0540 AG0540 STATION RECOVERY (1999) AG0540 AG0540'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0540'RECOVERED IN GOOD CONDITION. AG0540 AG0540 STATION RECOVERY (2001) AG0540 AG0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0540'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0541 *********************************************************************** AG0541 DESIGNATION - GANDY L AG0541 PID - AG0541 AG0541 STATE/COUNTY- FL/PINELLAS AG0541 USGS QUAD - PORT TAMPA (1983) AG0541 AG0541 *CURRENT SURVEY CONTROL AG0541 ___________________________________________________________________ AG0541* NAD 83(1986)- 27 51 25. (N) 082 37 05. (W) SCALED AG0541* NAVD 88 - 1.071 (meters) 3.51 (feet) ADJUSTED AG0541 ___________________________________________________________________ AG0541 GEOID HEIGHT- -24.56 (meters) GEOID99 AG0541 DYNAMIC HT - 1.069 (meters) 3.51 (feet) COMP AG0541 MODELED GRAV- 979,180.5 (mgal) NAVD 88 AG0541 AG0541 VERT ORDER - SECOND CLASS II AG0541 AG0541.The horizontal coordinates were scaled from a topographic map and have AG0541.an estimated accuracy of +/- 6 seconds. AG0541 AG0541.The orthometric height was determined by differential leveling AG0541.and adjusted by the National Geodetic Survey in June 1991. AG0541 AG0541.The geoid height was determined by GEOID99. AG0541 AG0541.The dynamic height is computed by dividing the NAVD 88 AG0541.geopotential number by the normal gravity value computed on the AG0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0541.degrees latitude (g = 980.6199 gals.). AG0541 AG0541.The modeled gravity was interpolated from observed gravity values. AG0541 AG0541; North East Units Estimated Accuracy AG0541;SPC FL W - 390,510. 139,130. MT (+/- 180 meters Scaled) AG0541 AG0541 SUPERSEDED SURVEY CONTROL AG0541 AG0541 NGVD 29 - 1.333 (m) 4.37 (f) ADJ UNCH 2 2 AG0541 AG0541.Superseded values are not recommended for survey control. AG0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0541.See file dsdata.txt to determine how the superseded data were derived. AG0541 AG0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL406824(NAD 83) AG0541_MARKER: DD = SURVEY DISK AG0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0541_STAMPING: GANDY L BM AG0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0541+STABILITY: SURFACE MOTION AG0541 AG0541 HISTORY - Date Condition Report By AG0541 HISTORY - UNK MONUMENTED FL-103 AG0541 HISTORY - 1975 GOOD FLDT AG0541 HISTORY - 19990216 MARK NOT FOUND USPSQD AG0541 HISTORY - 20010331 MARK NOT FOUND NGS AG0541 AG0541 STATION DESCRIPTION AG0541 AG0541'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0541'AT ST PETERSBURG. AG0541'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. AG0541'(S.R. 686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY AG0541'92 EAST), RUN EASTERLY ON GANDY BLVD. FOR 1.15 MILE TO THE T AG0541'JUNCTION OF SAN MARTIN BLVD. TURN RIGHT AND RUN SOUTHERLY ON SAN AG0541'MARTIN BLVD. FOR 1.0 MILE TO THE INTERSECTION OF WEEDON DRIVE N. AG0541'TURN LEFT AND RUN EASTERLY ON WEEDON DRIVE N. FOR 0.35 MILE. STATION AG0541'ON RIGHT, 27.4 FT SOUTH OF THE CENTERLINE OF WEEDON DRIVE N., AG0541'20.0 FT. EAST OF THE CENTERLINE OF DIRT ROAD, 17.0 FT. NW OF AG0541'POWER POLE, NUMBER 1A-48055. SET IN TOP OF A CONCRETE POST AG0541'THAT IS FLUSH WITH THE GROUND. SECTION 20, T 30S, R 17E. AG0541 AG0541 STATION RECOVERY (1999) AG0541 AG0541'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0541'MARK NOT FOUND. AG0541 AG0541 STATION RECOVERY (2001) AG0541 AG0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0541'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0542 *********************************************************************** AG0542 DESIGNATION - GANDY M AG0542 PID - AG0542 AG0542 STATE/COUNTY- FL/PINELLAS AG0542 USGS QUAD - PORT TAMPA (1983) AG0542 AG0542 *CURRENT SURVEY CONTROL AG0542 ___________________________________________________________________ AG0542* NAD 83(1990)- 27 51 11.97623(N) 082 36 38.83280(W) ADJUSTED AG0542* NAVD 88 - 6.349 (meters) 20.83 (feet) ADJUSTED AG0542 ___________________________________________________________________ AG0542 LAPLACE CORR- -1.74 (seconds) DEFLEC99 AG0542 GEOID HEIGHT- -24.57 (meters) GEOID99 AG0542 DYNAMIC HT - 6.340 (meters) 20.80 (feet) COMP AG0542 MODELED GRAV- 979,179.9 (mgal) NAVD 88 AG0542 AG0542 HORZ ORDER - SECOND AG0542 VERT ORDER - SECOND CLASS I AG0542 AG0542.The horizontal coordinates were established by classical geodetic methods AG0542.and adjusted by the National Geodetic Survey in May 1991. AG0542 AG0542.The orthometric height was determined by differential leveling AG0542.and adjusted by the National Geodetic Survey in June 1991. AG0542 AG0542.The Laplace correction was computed from DEFLEC99 derived deflections. AG0542 AG0542.The geoid height was determined by GEOID99. AG0542 AG0542.The dynamic height is computed by dividing the NAVD 88 AG0542.geopotential number by the normal gravity value computed on the AG0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0542.degrees latitude (g = 980.6199 gals.). AG0542 AG0542.The modeled gravity was interpolated from observed gravity values. AG0542 AG0542; North East Units Scale Converg. AG0542;SPC FL W - 390,105.674 139,843.602 MT 0.99998583 -0 17 07.3 AG0542;UTM 17 - 3,081,996.587 341,397.585 MT 0.99991049 -0 45 09.8 AG0542 AG0542: Primary Azimuth Mark Grid Az AG0542:SPC FL W - RIO A 261 34 49.7 AG0542:UTM 17 - RIO A 262 02 52.2 AG0542 AG0542|---------------------------------------------------------------------| AG0542| PID Reference Object Distance Geod. Az | AG0542| dddmmss.s | AG0542| AG0543 GANDY N APPROX. 0.6 KM 1743951.7 | AG0542| AG0848 RIO A APPROX. 1.3 KM 2611742.4 | AG0542|---------------------------------------------------------------------| AG0542 AG0542 SUPERSEDED SURVEY CONTROL AG0542 AG0542 NAD 83(1986)- 27 51 11.98153(N) 082 36 38.84476(W) AD( ) 2 AG0542 NAD 27 - 27 51 10.89376(N) 082 36 39.49328(W) AD( ) 2 AG0542 NGVD 29 - 6.611 (m) 21.69 (f) ADJ UNCH 2 1 AG0542 AG0542.Superseded values are not recommended for survey control. AG0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0542.See file dsdata.txt to determine how the superseded data were derived. AG0542 AG0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4139881997(NAD 83) AG0542_MARKER: DD = SURVEY DISK AG0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0542_STAMPING: GANDY M AG0542_MARK LOGO: FL-103 AG0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0542+STABILITY: SURFACE MOTION AG0542 AG0542 HISTORY - Date Condition Report By AG0542 HISTORY - 1975 MONUMENTED FL-103 AG0542 HISTORY - 1975 GOOD FLDT AG0542 HISTORY - 1982 GOOD FLDNR AG0542 HISTORY - 1989 GOOD USPSQD AG0542 HISTORY - 19990216 MARK NOT FOUND USPSQD AG0542 HISTORY - 20010331 MARK NOT FOUND NGS AG0542 AG0542 STATION DESCRIPTION AG0542 AG0542'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0542'THE STATION IS LOCATED ON THE WESTERN SHORE OF WEEDON ISLAND IN AG0542'THE NORTHEAST PORTION OF ST. PETERSBURG, IN SECTION 21, TOWNSHIP AG0542'30 SOUTH, RANGE 17 EAST. AG0542' AG0542'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD), AG0542'STATE ROUTE 686 (ROOSEVELT BOULEVARD), AND STATE ROUTE 687 (4TH AG0542'STREET NORTH), GO NORTHEAST ON GANDY BOULEVARD (U.S. HIGHWAY 92) AG0542'FOR 1.00 MILE TO THE INTERSECTION OF SAN MARTIN BOULEVARD ON THE AG0542'RIGHT. TURN RIGHT AND FOLLOW SAN MARTIN BOULEVARD FOR 1.10 MILES AG0542'TO THE INTERSECTION OF WEEDON DRIVE NORTH ON THE LEFT. TURN AG0542'LEFT AND FOLLOW WEEDON DRIVE NORTH FOR 1.05 MILES TO THE STATION AG0542'ON THE RIGHT OVERLOOKING RIVIERA BAY AS DESCRIBED. AG0542' AG0542'BRONZE DISK STAMPED GANDY M SET IN THE TOP OF A 12-INCH DIAMETER AG0542'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0542' AG0542'IT IS ABOUT 22.5 FEET SOUTHWEST OF CENTER OF WEEDON DRIVE NORTH, AG0542'10.0 FEET SOUTHEAST OF A 24-INCH PALM TREE, AND 10.0 FEET AG0542'NORTHWEST OF A 24-INCH PALM TREE. AG0542' AG0542'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0542 AG0542 STATION RECOVERY (1975) AG0542 AG0542'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0542'AT ST PETERSBURG. AG0542'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. AG0542'(S.R. 686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY AG0542'92 EAST), RUN EASTERLY ON GANDY BLVD. FOR 1.15 MILE TO THE T AG0542'JUNCTION OF SAN MARTIN BLVD. TURN RIGHT AND RUN SOUTHERLY ON AG0542'SAN MARTIN BLVD. FOR 1.0 MILE TO THE INTERSECTION OF WEEDON AG0542'DRIVE N. TURN LEFT AND RUN EASTERLY AND SOUTHERLY ON WEEDON AG0542'DRIVE N. FOR 1.0 MILE. STATION ON RIGHT, 600 FT. PLUS OR MINUS AG0542'SE OF THE CENTERLINE OF FLORIDA POWER ENTRANCE RD., 22.0 FT. AG0542'SW OF THE CENTERLINE OF WEEDON DRIVE N., 106.6 FT. SE OF POWER AG0542'POLE, NUMBER 1-86684, 11.0 FT. NW OF AN 18 INCH PALM TREE, 11.0 FT. AG0542'S/SW OF A 13 INCH PALM TREE. SET IN TOP OF A CONCRETE POST THAT AG0542'IS FLUSH WITH THE GROUND. SECTION 21, T 30S, R 17E. AG0542 AG0542 STATION RECOVERY (1982) AG0542 AG0542'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG0542'RECOVERED IN GOOD CONDITION. AG0542 AG0542 STATION RECOVERY (1989) AG0542 AG0542'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW) AG0542'RECOVERED IN GOOD CONDITION. AG0542 AG0542 STATION RECOVERY (1999) AG0542 AG0542'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0542'MARK NOT FOUND. AG0542 AG0542 STATION RECOVERY (2001) AG0542 AG0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0542'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0543 *********************************************************************** AG0543 TIDAL BM - This is a Tidal Bench Mark. AG0543 DESIGNATION - GANDY N AG0543 PID - AG0543 AG0543 STATE/COUNTY- FL/PINELLAS AG0543 USGS QUAD - PORT TAMPA (1983) AG0543 AG0543 *CURRENT SURVEY CONTROL AG0543 ___________________________________________________________________ AG0543* NAD 83(1990)- 27 50 51.13091(N) 082 36 36.64251(W) ADJUSTED AG0543* NAVD 88 - 1.343 (meters) 4.41 (feet) ADJUSTED AG0543 ___________________________________________________________________ AG0543 LAPLACE CORR- -1.76 (seconds) DEFLEC99 AG0543 GEOID HEIGHT- -24.56 (meters) GEOID99 AG0543 DYNAMIC HT - 1.341 (meters) 4.40 (feet) COMP AG0543 MODELED GRAV- 979,179.6 (mgal) NAVD 88 AG0543 AG0543 HORZ ORDER - SECOND AG0543 VERT ORDER - SECOND CLASS I AG0543 AG0543.The horizontal coordinates were established by classical geodetic methods AG0543.and adjusted by the National Geodetic Survey in May 1991. AG0543 AG0543.The orthometric height was determined by differential leveling AG0543.and adjusted by the National Geodetic Survey in June 1991. AG0543 AG0543.This Tidal Bench Mark is designated as VM 10665 AG0543.by the Center for Operational Oceanographic Products and Services. AG0543 AG0543.The Laplace correction was computed from DEFLEC99 derived deflections. AG0543 AG0543.The geoid height was determined by GEOID99. AG0543 AG0543.The dynamic height is computed by dividing the NAVD 88 AG0543.geopotential number by the normal gravity value computed on the AG0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0543.degrees latitude (g = 980.6199 gals.). AG0543 AG0543.The modeled gravity was interpolated from observed gravity values. AG0543 AG0543; North East Units Scale Converg. AG0543;SPC FL W - 389,463.722 139,900.334 MT 0.99998574 -0 17 06.1 AG0543;UTM 17 - 3,081,354.242 341,449.075 MT 0.99991029 -0 45 08.3 AG0543 AG0543: Primary Azimuth Mark Grid Az AG0543:SPC FL W - GANDY M 354 56 58.8 AG0543:UTM 17 - GANDY M 355 25 01.0 AG0543 AG0543|---------------------------------------------------------------------| AG0543| PID Reference Object Distance Geod. Az | AG0543| dddmmss.s | AG0543| AG0544 GANDY O 394.416 METERS 19641 | AG0543| AG0542 GANDY M APPROX. 0.6 KM 3543952.7 | AG0543|---------------------------------------------------------------------| AG0543 AG0543 SUPERSEDED SURVEY CONTROL AG0543 AG0543 NAD 83(1986)- 27 50 51.13615(N) 082 36 36.65452(W) AD( ) 2 AG0543 NAD 27 - 27 50 50.04754(N) 082 36 37.30320(W) AD( ) 2 AG0543 NGVD 29 - 1.605 (m) 5.27 (f) ADJ UNCH 2 1 AG0543 AG0543.Superseded values are not recommended for survey control. AG0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0543.See file dsdata.txt to determine how the superseded data were derived. AG0543 AG0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4144981354(NAD 83) AG0543_MARKER: DD = SURVEY DISK AG0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0543_STAMPING: GANDY N AG0543_MARK LOGO: FL-103 AG0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0543+STABILITY: SURFACE MOTION AG0543 AG0543 HISTORY - Date Condition Report By AG0543 HISTORY - 1975 MONUMENTED FL-103 AG0543 HISTORY - 1975 GOOD FLDT AG0543 HISTORY - 1982 GOOD FLDNR AG0543 HISTORY - 19990216 GOOD USPSQD AG0543 HISTORY - 20010331 GOOD NGS AG0543 AG0543 STATION DESCRIPTION AG0543 AG0543'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0543'THE STATION IS LOCATED ON THE WESTERN SHORE OF WEEDON ISLAND AT AG0543'RIVIERA BAY IN THE NORTHEAST PORTION OF ST. PETERSBURG, IN AG0543'SECTION 28, TOWNSHIP 30 SOUTH, RANGE 17 EAST. AG0543' AG0543'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD), AG0543'STATE ROUTE 686 (ROOSEVELT BOULEVARD), AND STATE ROUTE 687 (4TH AG0543'STREET NORTH), GO NORTHEAST ON GANDY BOULEVARD FOR 1.0 MILE TO AG0543'THE INTERSECTION OF SAN MARTIN BOULEVARD ON THE RIGHT. TURN AG0543'RIGHT AND FOLLOW SAN MARTIN BOULEVARD FOR 1.10 MILES TO THE AG0543'INTERSECTION OF WEEDON DRIVE NORTH ON THE LEFT. TURN LEFT AND AG0543'FOLLOW WEEDON DRIVE NORTH FOR 1.55 MILES TO THE STATION ON THE AG0543'RIGHT AS DESCRIBED. AG0543' AG0543'BRONZE DISK STAMPED GANDY N SET IN TOP OF A 12-INCH DIAMETER AG0543'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0543' AG0543'IT IS ABOUT 100 FEET EAST OF RIVIERA BAY, 27.6 FEET WEST OF AG0543'CENTER OF WEEDON DRIVE NORTH, AND 9.5 FEET SOUTHWEST OF A POWER AG0543'POLE NUMBER 1-86400. AG0543' AG0543'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0543 AG0543 STATION RECOVERY (1975) AG0543 AG0543'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0543'AT ST PETERSBURG. AG0543'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0543'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY AG0543'92 EAST), RUN EASTERLY ON GANDY BLVD. FOR 1.15 MILE TO THE T AG0543'JUNCTION OF SAN MARTIN BLVD. TURN RIGHT AND RUN SOUTHERLY ON AG0543'SAN MARTIN BLVD. FOR 1.0 MILE TO THE INTERSECTION OF WEEDON DRIVE AG0543'NORTH. TURN LEFT AND RUN EASTERLY AND SOUTHERLY ON WEEDON AG0543'DRIVE N. FOR 1.55 MILE. STATION ON RIGHT, 27.7 FT. NW OF THE AG0543'CENTERLINE OF WEEDON DRIVE N., 10.0 FT. SW OF POWER POLE, AG0543'NUMBER 1-86400. SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH AG0543'THE GROUND. SECTION 28, T 30S, R 17E. AG0543 AG0543 STATION RECOVERY (1982) AG0543 AG0543'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG0543'RECOVERED IN GOOD CONDITION. AG0543 AG0543 STATION RECOVERY (1999) AG0543 AG0543'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0543'RECOVERED IN GOOD CONDITION. AG0543 AG0543 STATION RECOVERY (2001) AG0543 AG0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0543'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0544 *********************************************************************** AG0544 TIDAL BM - This is a Tidal Bench Mark. AG0544 DESIGNATION - GANDY O AG0544 PID - AG0544 AG0544 STATE/COUNTY- FL/PINELLAS AG0544 USGS QUAD - PORT TAMPA (1983) AG0544 AG0544 *CURRENT SURVEY CONTROL AG0544 ___________________________________________________________________ AG0544* NAD 83(1990)- 27 50 38.85721(N) 082 36 40.78054(W) ADJUSTED AG0544* NAVD 88 - 1.129 (meters) 3.70 (feet) ADJUSTED AG0544 ___________________________________________________________________ AG0544 LAPLACE CORR- -1.78 (seconds) DEFLEC99 AG0544 GEOID HEIGHT- -24.55 (meters) GEOID99 AG0544 DYNAMIC HT - 1.128 (meters) 3.70 (feet) COMP AG0544 MODELED GRAV- 979,179.2 (mgal) NAVD 88 AG0544 AG0544 HORZ ORDER - SECOND AG0544 VERT ORDER - SECOND CLASS I AG0544 AG0544.The horizontal coordinates were established by classical geodetic methods AG0544.and adjusted by the National Geodetic Survey in May 1991. AG0544 AG0544.The orthometric height was determined by differential leveling AG0544.and adjusted by the National Geodetic Survey in June 1991. AG0544.WARNING-Repeat measurements at this control monument indicate possible AG0544.vertical movement. AG0544 AG0544.This Tidal Bench Mark is designated as VM 10666 AG0544.by the Center for Operational Oceanographic Products and Services. AG0544 AG0544.The Laplace correction was computed from DEFLEC99 derived deflections. AG0544 AG0544.The geoid height was determined by GEOID99. AG0544 AG0544.The dynamic height is computed by dividing the NAVD 88 AG0544.geopotential number by the normal gravity value computed on the AG0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0544.degrees latitude (g = 980.6199 gals.). AG0544 AG0544.The modeled gravity was interpolated from observed gravity values. AG0544 AG0544; North East Units Scale Converg. AG0544;SPC FL W - 389,086.481 139,785.233 MT 0.99998591 -0 17 07.9 AG0544;UTM 17 - 3,080,977.980 341,330.910 MT 0.99991075 -0 45 09.9 AG0544 AG0544|---------------------------------------------------------------------| AG0544| PID Reference Object Distance Geod. Az | AG0544| dddmmss.s | AG0544| AG0543 GANDY N 394.416 METERS 01641 | AG0544| AG0545 GANDY P 361.482 METERS 23007 | AG0544|---------------------------------------------------------------------| AG0544 AG0544 SUPERSEDED SURVEY CONTROL AG0544 AG0544 NAD 83(1986)- 27 50 38.86244(N) 082 36 40.79259(W) AD( ) 2 AG0544 NAD 27 - 27 50 37.77339(N) 082 36 41.44122(W) AD( ) 2 AG0544 NGVD 29 - 1.391 (m) 4.56 (f) ADJ UNCH 2 1 AG0544 AG0544.Superseded values are not recommended for survey control. AG0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0544.See file dsdata.txt to determine how the superseded data were derived. AG0544 AG0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4133180978(NAD 83) AG0544_MARKER: DD = SURVEY DISK AG0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0544_STAMPING: GANDY O AG0544_MARK LOGO: FL-103 AG0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0544+STABILITY: SURFACE MOTION AG0544 AG0544 HISTORY - Date Condition Report By AG0544 HISTORY - 1975 MONUMENTED FL-103 AG0544 HISTORY - 1975 GOOD FLDT AG0544 HISTORY - 1982 GOOD FLDNR AG0544 HISTORY - 1989 GOOD USPSQD AG0544 HISTORY - 19990216 MARK NOT FOUND USPSQD AG0544 HISTORY - 20010331 MARK NOT FOUND NGS AG0544 AG0544 STATION DESCRIPTION AG0544 AG0544'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0544'THE STATION IS LOCATED AT THE NORTH END OF THE OLD WEEDON ISLAND AG0544'BRIDGE ON WEEDON ISLAND IN THE NORTHEASTERN PORTION OF AG0544'ST. PETERSBURG, IN SECTION 28, TOWNSHIP 30 SOUTH, RANGE 17 EAST. AG0544' AG0544'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD), AG0544'STATE ROUTE 686 (ROOSEVELT BOULEVARD), AND STATE ROUTE 687 (4TH AG0544'STREET NORTH), GO NORTHEAST ON GANDY BOULEVARD (U.S. HIGHWAY 92) AG0544'FOR 1.0 MILE TO THE INTERSECTION OF SAN MARTIN BOULEVARD ON THE AG0544'RIGHT. TURN RIGHT AND FOLLOW SAN MARTIN BOULEVARD FOR 1.10 MILES AG0544'TO THE INTERSECTION OF WEEDON DRIVE NORTH ON THE LEFT. TURN AG0544'LEFT AND FOLLOW WEEDON DRIVE NORTH FOR 1.85 MILES TO THE END OF AG0544'ROAD. STATION IS AT NORTHWEST END OF BRIDGE AS DESCRIBED. AG0544' AG0544'BRONZE DISK STAMPED GANDY O SET IN TOP OF A 12-INCH DIAMETER AG0544'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0544' AG0544'IT IS ABOUT 29.6 FEET NORTHWEST OF END OF RETAINING WALL OF AG0544'BRIDGE, 16.8 FEET SOUTHEAST OF BRIDGE ABUTEMENT, AND 13.8 FEET AG0544'WEST OF CENTER OF BRIDGE. AG0544' AG0544'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0544 AG0544 STATION RECOVERY (1975) AG0544 AG0544'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0544'AT ST PETERSBURG. AG0544'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. AG0544'(S.R. 686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY AG0544'92 EAST), RUN EASTERLY ON GANDY BLVD. FOR 1.15 MILE TO THE T AG0544'JUNCTION OF SAN MARTIN BLVD. TURN RIGHT AND RUN SOUTHERLY ON AG0544'SAN MARTIN BLVD. FOR 1.0 MILE TO THE INTERSECTION OF WEEDEN AG0544'DRIVE N., TURN LEFT AND RUN EASTERLY AND SOUTHERLY ON WEEDON AG0544'DRIVE N. FOR 1.8 MILE TO THE BEGINNING OF THE ABANDONED WEEDON AG0544'ISLAND BRIDGE. STATION ON RIGHT, 14.8 FT. WEST OF THE CENTERLINE AG0544'OF WEEDON DRIVE N., 17.0 FT. NORTH OF THE NW CORNER OF BRIDGE, AG0544'1.5 FT. EAST OF WOODEN SEAWALL. SET IN TOP OF A CONCRETE POST AG0544'THAT IS FLUSH WITH THE GROUND. SECTION 28, T 30S, R 17E. AG0544 AG0544 STATION RECOVERY (1982) AG0544 AG0544'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG0544'RECOVERED IN GOOD CONDITION. AG0544 AG0544 STATION RECOVERY (1989) AG0544 AG0544'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD) AG0544'RECOVERED IN GOOD CONDITION. AG0544 AG0544 STATION RECOVERY (1999) AG0544 AG0544'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0544'MARK NOT FOUND. AG0544 AG0544 STATION RECOVERY (2001) AG0544 AG0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0544'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0545 *********************************************************************** AG0545 DESIGNATION - GANDY P AG0545 PID - AG0545 AG0545 STATE/COUNTY- FL/PINELLAS AG0545 USGS QUAD - PORT TAMPA (1983) AG0545 AG0545 *CURRENT SURVEY CONTROL AG0545 ___________________________________________________________________ AG0545* NAD 83(1990)- 27 50 31.32585(N) 082 36 50.91672(W) ADJUSTED AG0545* NAVD 88 - 1.640 (meters) 5.38 (feet) ADJUSTED AG0545 ___________________________________________________________________ AG0545 LAPLACE CORR- -1.81 (seconds) DEFLEC99 AG0545 GEOID HEIGHT- -24.55 (meters) GEOID99 AG0545 DYNAMIC HT - 1.638 (meters) 5.37 (feet) COMP AG0545 MODELED GRAV- 979,179.3 (mgal) NAVD 88 AG0545 AG0545 HORZ ORDER - SECOND AG0545 VERT ORDER - SECOND CLASS II AG0545 AG0545.The horizontal coordinates were established by classical geodetic methods AG0545.and adjusted by the National Geodetic Survey in May 1991. AG0545 AG0545.The orthometric height was determined by differential leveling AG0545.and adjusted by the National Geodetic Survey in June 1991. AG0545 AG0545.The Laplace correction was computed from DEFLEC99 derived deflections. AG0545 AG0545.The geoid height was determined by GEOID99. AG0545 AG0545.The dynamic height is computed by dividing the NAVD 88 AG0545.geopotential number by the normal gravity value computed on the AG0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0545.degrees latitude (g = 980.6199 gals.). AG0545 AG0545.The modeled gravity was interpolated from observed gravity values. AG0545 AG0545; North East Units Scale Converg. AG0545;SPC FL W - 388,856.038 139,506.734 MT 0.99998633 -0 17 12.6 AG0545;UTM 17 - 3,080,749.833 341,050.562 MT 0.99991185 -0 45 14.5 AG0545 AG0545|---------------------------------------------------------------------| AG0545| PID Reference Object Distance Geod. Az | AG0545| dddmmss.s | AG0545| AG0544 GANDY O 361.482 METERS 05006 | AG0545|---------------------------------------------------------------------| AG0545 AG0545 SUPERSEDED SURVEY CONTROL AG0545 AG0545 NAD 83(1986)- 27 50 31.33110(N) 082 36 50.92878(W) AD( ) 2 AG0545 NAD 27 - 27 50 30.24179(N) 082 36 51.57716(W) AD( ) 2 AG0545 NGVD 29 - 1.903 (m) 6.24 (f) ADJ UNCH 2 2 AG0545 AG0545.Superseded values are not recommended for survey control. AG0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0545.See file dsdata.txt to determine how the superseded data were derived. AG0545 AG0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4105180750(NAD 83) AG0545_MARKER: DD = SURVEY DISK AG0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0545_STAMPING: GANDY P AG0545_MARK LOGO: FL-103 AG0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0545+STABILITY: SURFACE MOTION AG0545 AG0545 HISTORY - Date Condition Report By AG0545 HISTORY - 1975 MONUMENTED FL-103 AG0545 HISTORY - 1975 GOOD FLDT AG0545 HISTORY - 1988 MARK NOT FOUND USPSQD AG0545 HISTORY - 19990209 MARK NOT FOUND USPSQD AG0545 HISTORY - 20010331 MARK NOT FOUND NGS AG0545 AG0545 STATION DESCRIPTION AG0545 AG0545'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0545'THE STATION IS LOCATED IN THE NORTHEASTERN PORTION OF THE CITY OF AG0545'ST. PETERSBURG, ON THE SOUTH BANK OF RIVIERA BAY (PAPYS BAYOU), AG0545'IN SECTION 28, TOWNSHIP 30 SOUTH, RANGE 17 EAST. AG0545' AG0545'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 92 (4TH STREET NORTH) AG0545'AND 62ND AVENUE NORTH, GO EAST ON 62ND AVENUE NORTH FOR 1.6 MILES AG0545'TO THE INTERSECTION OF 16TH STREET N.E. ON THE LEFT. TURN LEFT AG0545'AND GO .50 MILES TO THE INTERSECTION OF 72ND AVENUE N.E. TURN AG0545'LEFT AT THE INTERSECTION AND GO .20 MILES TO THE END OF THE AG0545'PAVEMENT. TURN RIGHT AND FOLLOW OLD ROAD TO A CULVERT, CROSS AG0545'CULVERT AND BEAR TO THE RIGHT ALONG BAYOU FOR .35 MILES TO THE AG0545'STATION ON TOP OF THE BANK AS DESCRIBED. AG0545' AG0545'BRONZE DISK STAMPED GANDY P SET IN TOP OF A 12-INCH DIAMETER AG0545'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0545' AG0545'IT IS 75.0 FEET SOUTH OF THE NORTH TOP OF THE BANK, AND 20.0 AG0545'FEET WEST OF THE WEST TOP OF THE BANK OF THE BAYOU. AG0545' AG0545'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0545 AG0545 STATION RECOVERY (1975) AG0545 AG0545'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0545'AT ST PETERSBURG. AG0545'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. AG0545'(S.R. 686) AND 4TH STREET N. (S.R. 687), RUN SOUTHERLY ON 4TH AG0545'STREET N. FOR 2.55 MILE TO THE INTERSECTION OF 62ND AVENUE N., AG0545'TURN LEFT AND RUN EASTERLY ON 62ND AVENUE N. FOR 1.55 MILE TO THE AG0545'T JUNCTION OF 16TH STREET NE, TURN LEFT AND RUN NORTHERLY ON 16TH AG0545'STREET NE FOR 0.5 MILE TO THE INTERSECTION OF 72ND AVENUE NE, AG0545'TURN LEFT AND RUN WESTERLY ON 72ND AVENUE NE FOR 0.2 MILE TO END AG0545'OF PAVEMENT. TURN RIGHT AND FOLLOW DIRT ROAD TO A CULVERT, CROSS AG0545'CULVERT AND BEAR TO THE RIGHT ALONG BAYOU FOR 0.35 MILE TO THE STATION AG0545'IN TOP OF THE BANK, 75 FT. SOUTH OF THE NORTH TOP OF THE BANK, AG0545'20.0 FT. WEST OF THE WEST TOP OF THE BANK OF THE BAYOU. SET AG0545'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. AG0545'SECTION 28, T 30S, R 17E. AG0545 AG0545 STATION RECOVERY (1988) AG0545 AG0545'RECOVERY NOTE BY US POWER SQUADRON 1988 (ACD) AG0545'MARK NOT FOUND. AG0545 AG0545 STATION RECOVERY (1999) AG0545 AG0545'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0545'MARK NOT FOUND. AG0545 AG0545 STATION RECOVERY (2001) AG0545 AG0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0545'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0546 *********************************************************************** AG0546 DESIGNATION - GANDY RM 2 AG0546 PID - AG0546 AG0546 STATE/COUNTY- FL/PINELLAS AG0546 USGS QUAD - GANDY BRIDGE (1987) AG0546 AG0546 *CURRENT SURVEY CONTROL AG0546 ___________________________________________________________________ AG0546* NAD 83(1986)- 27 52 37. (N) 082 35 17. (W) SCALED AG0546* NAVD 88 - 1.612 (meters) 5.29 (feet) ADJUSTED AG0546 ___________________________________________________________________ AG0546 GEOID HEIGHT- -24.64 (meters) GEOID99 AG0546 DYNAMIC HT - 1.610 (meters) 5.28 (feet) COMP AG0546 MODELED GRAV- 979,181.6 (mgal) NAVD 88 AG0546 AG0546 VERT ORDER - FIRST CLASS II AG0546 AG0546.The horizontal coordinates were scaled from a topographic map and have AG0546.an estimated accuracy of +/- 6 seconds. AG0546 AG0546.The orthometric height was determined by differential leveling AG0546.and adjusted by the National Geodetic Survey in June 1991. AG0546 AG0546.The geoid height was determined by GEOID99. AG0546 AG0546.The dynamic height is computed by dividing the NAVD 88 AG0546.geopotential number by the normal gravity value computed on the AG0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0546.degrees latitude (g = 980.6199 gals.). AG0546 AG0546.The modeled gravity was interpolated from observed gravity values. AG0546 AG0546; North East Units Estimated Accuracy AG0546;SPC FL W - 392,710. 142,100. MT (+/- 180 meters Scaled) AG0546 AG0546 SUPERSEDED SURVEY CONTROL AG0546 AG0546 NGVD 29 - 1.879 (m) 6.16 (f) ADJ UNCH 1 2 AG0546 AG0546.Superseded values are not recommended for survey control. AG0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0546.See file dsdata.txt to determine how the superseded data were derived. AG0546 AG0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL436845(NAD 83) AG0546_MARKER: DR = REFERENCE MARK DISK AG0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0546_STAMPING: GANDY NO 2 1973 AG0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0546+STABILITY: SURFACE MOTION AG0546 AG0546 HISTORY - Date Condition Report By AG0546 HISTORY - 1973 MONUMENTED NGS AG0546 HISTORY - 1975 GOOD FLDT AG0546 HISTORY - 1978 GOOD NGS AG0546 HISTORY - 19991116 GOOD USPSQD AG0546 HISTORY - 20010331 GOOD NGS AG0546 AG0546 STATION DESCRIPTION AG0546 AG0546'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0546'AT ST PETERSBURG. AG0546'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0546'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92 AG0546'EAST), RUN EASTERLY ON GANDY BLVD. FOR 3.4 MILE. STATION ON AG0546'RIGHT, 168.0 FT. NE OF A 13 INCH AUSTRALIAN PINE TREE, 113.4 FT. AG0546'S/SE OF THE SOUTH EDGE OF THE EAST BOUND LANE, 41.8 FT. E/SE OF AG0546'THE SE CORNER OF THE ASPHALT PARKING LOT, 1.6 FT. S/SE OF THE AG0546'SOUTH EDGE OF PARKING LOT. SET IN TOP OF A CONCRETE POST THAT AG0546'IS FLUSH WITH THE GROUND. SECTION 15, T 30 S, R 17 E. AG0546 AG0546 STATION RECOVERY (1978) AG0546 AG0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AG0546'RECOVERED IN GOOD CONDITION. AG0546 AG0546 STATION RECOVERY (1999) AG0546 AG0546'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0546'RECOVERED IN GOOD CONDITION. AG0546 AG0546 STATION RECOVERY (2001) AG0546 AG0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0546'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0547 *********************************************************************** AG0547 DESIGNATION - GANDY RM 3 AG0547 PID - AG0547 AG0547 STATE/COUNTY- FL/PINELLAS AG0547 USGS QUAD - GANDY BRIDGE (1987) AG0547 AG0547 *CURRENT SURVEY CONTROL AG0547 ___________________________________________________________________ AG0547* NAD 83(1986)- 27 52 31. (N) 082 35 47. (W) SCALED AG0547* NAVD 88 - 1.883 (meters) 6.18 (feet) ADJUSTED AG0547 ___________________________________________________________________ AG0547 GEOID HEIGHT- -24.62 (meters) GEOID99 AG0547 DYNAMIC HT - 1.881 (meters) 6.17 (feet) COMP AG0547 MODELED GRAV- 979,181.6 (mgal) NAVD 88 AG0547 AG0547 VERT ORDER - FIRST CLASS II AG0547 AG0547.The horizontal coordinates were scaled from a topographic map and have AG0547.an estimated accuracy of +/- 6 seconds. AG0547 AG0547.The orthometric height was determined by differential leveling AG0547.and adjusted by the National Geodetic Survey in June 1991. AG0547 AG0547.The geoid height was determined by GEOID99. AG0547 AG0547.The dynamic height is computed by dividing the NAVD 88 AG0547.geopotential number by the normal gravity value computed on the AG0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0547.degrees latitude (g = 980.6199 gals.). AG0547 AG0547.The modeled gravity was interpolated from observed gravity values. AG0547 AG0547; North East Units Estimated Accuracy AG0547;SPC FL W - 392,530. 141,270. MT (+/- 180 meters Scaled) AG0547 AG0547 SUPERSEDED SURVEY CONTROL AG0547 AG0547 NGVD 29 - 2.150 (m) 7.05 (f) ADJ UNCH 1 2 AG0547 AG0547.Superseded values are not recommended for survey control. AG0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0547.See file dsdata.txt to determine how the superseded data were derived. AG0547 AG0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL428844(NAD 83) AG0547_MARKER: DR = REFERENCE MARK DISK AG0547_SETTING: 30 = CULVERT AG0547_STAMPING: GANDY NO 3 1973 AG0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0547 AG0547 HISTORY - Date Condition Report By AG0547 HISTORY - 1973 MONUMENTED NGS AG0547 HISTORY - 1975 GOOD FLDT AG0547 HISTORY - 1978 GOOD NGS AG0547 HISTORY - 19991116 GOOD USPSQD AG0547 HISTORY - 20010331 GOOD NGS AG0547 AG0547 STATION DESCRIPTION AG0547 AG0547'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0547'AT ST PETERSBURG. AG0547'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0547'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92 AG0547'EAST), RUN EASTERLY ON GANDY BLVD. FOR 2.9 MILE. STATION ON AG0547'LEFT, 6.3 FT. N/NW OF THE CENTERLINE OF GANDY BLVD., 51.7 FT. AG0547'SO. OF LIGHT POLE, NO NUMBER. SET IN TOP OF THE WEST END OF A AG0547'CONCRETE PIPE HEADWALL. SECTION 15, T 30 S, R 17 E. AG0547 AG0547 STATION RECOVERY (1978) AG0547 AG0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AG0547'4.4 MILES WEST ALONG GANDY BOULEVARD FROM THE INTERSECTION OF WEST AG0547'SHORE BOULEVARD IN TAMPA TO THE MARK ON THE LEFT, SET IN THE TOP OF AG0547'THE WEST END OF A BOX CULVERT IN THE CENTER OF THE MEDIUM OF THE AG0547'HIGHWAY, 98 FEET NORTH AND ACROSS THE EAST BOUND LANE OF THE HIGHWAY AG0547'FROM POWER POLE NUMBER 1A 29599R, 33.5 FEET SOUTH OF THE CENTER LINE AG0547'OF THE WEST BOUND LANE OF THE HIGHWAY. AG0547'THE MARK IS 3 FT E FROM A WITNESS POST. AG0547'THE MARK IS 1 FT BELOW HIGHWAY. AG0547 AG0547 STATION RECOVERY (1999) AG0547 AG0547'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0547'RECOVERED IN GOOD CONDITION. AG0547 AG0547 STATION RECOVERY (2001) AG0547 AG0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0547'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0548 *********************************************************************** AG0548 DESIGNATION - GANDY RM 4 AG0548 PID - AG0548 AG0548 STATE/COUNTY- FL/PINELLAS AG0548 USGS QUAD - GANDY BRIDGE (1987) AG0548 AG0548 *CURRENT SURVEY CONTROL AG0548 ___________________________________________________________________ AG0548* NAD 83(1986)- 27 52 37. (N) 082 35 17. (W) SCALED AG0548* NAVD 88 - 1.595 (meters) 5.23 (feet) ADJUSTED AG0548 ___________________________________________________________________ AG0548 GEOID HEIGHT- -24.64 (meters) GEOID99 AG0548 DYNAMIC HT - 1.592 (meters) 5.22 (feet) COMP AG0548 MODELED GRAV- 979,181.6 (mgal) NAVD 88 AG0548 AG0548 VERT ORDER - FIRST CLASS II AG0548 AG0548.The horizontal coordinates were scaled from a topographic map and have AG0548.an estimated accuracy of +/- 6 seconds. AG0548 AG0548.The orthometric height was determined by differential leveling AG0548.and adjusted by the National Geodetic Survey in June 1991. AG0548 AG0548.The geoid height was determined by GEOID99. AG0548 AG0548.The dynamic height is computed by dividing the NAVD 88 AG0548.geopotential number by the normal gravity value computed on the AG0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0548.degrees latitude (g = 980.6199 gals.). AG0548 AG0548.The modeled gravity was interpolated from observed gravity values. AG0548 AG0548; North East Units Estimated Accuracy AG0548;SPC FL W - 392,710. 142,100. MT (+/- 180 meters Scaled) AG0548 AG0548 SUPERSEDED SURVEY CONTROL AG0548 AG0548 NGVD 29 - 1.862 (m) 6.11 (f) ADJ UNCH 1 2 AG0548 AG0548.Superseded values are not recommended for survey control. AG0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0548.See file dsdata.txt to determine how the superseded data were derived. AG0548 AG0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL436845(NAD 83) AG0548_MARKER: DR = REFERENCE MARK DISK AG0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0548_STAMPING: GANDY NO 4 1973 AG0548_PROJECTION: FLUSH AG0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0548+STABILITY: SURFACE MOTION AG0548 AG0548 HISTORY - Date Condition Report By AG0548 HISTORY - 1973 MONUMENTED NGS AG0548 HISTORY - 1975 GOOD FLDT AG0548 HISTORY - 1978 GOOD NGS AG0548 HISTORY - 19991116 GOOD USPSQD AG0548 HISTORY - 20010331 GOOD NGS AG0548 AG0548 STATION DESCRIPTION AG0548 AG0548'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0548'AT ST PETERSBURG. AG0548'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG0548'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92 AG0548'EAST), RUN EASTERLY ON GANDY BLVD. FOR 3.4 MILE. STATION ON AG0548'RIGHT, 80.0 FT. S/SE OF THE SOUTH EDGE OF THE EAST BOUND LANE AG0548'OF GANDY BLVD., 33.0 FT. N/NE OF THE SE CORNER OF ASPHALT PARKING AG0548'LOT, 50.0 FT. SE OF THE NE CORNER OF ASPHALT PARKING LOT, 18.5 AG0548'FT. E/NE OF THE EAST EDGE OF PARKING LOT. SET IN THE TOP OF A AG0548'CONCRETE POST THAT IS 2 INCHES ABOVE THE GROUND. SECTION 15, AG0548'T 30 S, R 17 E. AG0548 AG0548 STATION RECOVERY (1978) AG0548 AG0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AG0548'3.9 MILES WEST ALONG GANDY BOULEVARD FROM THE INTERSECTION OF WEST AG0548'SHORE BOULEVARD IN TAMPA TO THE MARK ON THE LEFT, SET IN TOP OF A AG0548'CONCRETE POST FLUSH WITH THE GROUND, 0.15 MILE WEST OF THE WEST END AG0548'OF THE WEST BOUND BRIDGE OVER TAMPA BAY, 91.8 FEET SOUTH OF THE CENTER AG0548'LINE OF THE EAST BOUND LANE OF THE HIGHWAY, 65.5 FEET EAST OF RM 2 AG0548'43.5 FEET SOUTH OF THE STATION MARK GANDY, 14.5 FEET EAST OF A AG0548'CONCRETE POST CABLE GUARD RAIL. AG0548 AG0548 STATION RECOVERY (1999) AG0548 AG0548'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0548'RECOVERED IN GOOD CONDITION. AG0548 AG0548 STATION RECOVERY (2001) AG0548 AG0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0548'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5252 *********************************************************************** AG5252 DESIGNATION - GRILLE AG5252 PID - AG5252 AG5252 STATE/COUNTY- FL/PINELLAS AG5252 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG5252 AG5252 *CURRENT SURVEY CONTROL AG5252 ___________________________________________________________________ AG5252* NAD 83(1986)- 27 40 57. (N) 082 44 10. (W) SCALED AG5252* NAVD 88 - 0.794 (meters) 2.60 (feet) ADJUSTED AG5252 ___________________________________________________________________ AG5252 GEOID HEIGHT- -24.18 (meters) GEOID99 AG5252 DYNAMIC HT - 0.793 (meters) 2.60 (feet) COMP AG5252 MODELED GRAV- 979,167.3 (mgal) NAVD 88 AG5252 AG5252 VERT ORDER - SECOND CLASS 0 AG5252 AG5252.The horizontal coordinates were scaled from a topographic map and have AG5252.an estimated accuracy of +/- 6 seconds. AG5252 AG5252.The orthometric height was determined by differential leveling AG5252.and adjusted by the National Geodetic Survey in June 1991. AG5252 AG5252.The geoid height was determined by GEOID99. AG5252 AG5252.The dynamic height is computed by dividing the NAVD 88 AG5252.geopotential number by the normal gravity value computed on the AG5252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5252.degrees latitude (g = 980.6199 gals.). AG5252 AG5252.The modeled gravity was interpolated from observed gravity values. AG5252 AG5252; North East Units Estimated Accuracy AG5252;SPC FL W - 371,240. 127,390. MT (+/- 180 meters Scaled) AG5252 AG5252 SUPERSEDED SURVEY CONTROL AG5252 AG5252 NGVD 29 - 1.075 (m) 3.53 (f) ADJ UNCH 2 0 AG5252 AG5252.Superseded values are not recommended for survey control. AG5252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5252.See file dsdata.txt to determine how the superseded data were derived. AG5252 AG5252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL287632(NAD 83) AG5252_MARKER: DB = BENCH MARK DISK AG5252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG5252_STAMPING: GRILLE AG5252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5252+STABILITY: SURFACE MOTION AG5252 AG5252 HISTORY - Date Condition Report By AG5252 HISTORY - UNK MONUMENTED CGS AG5252 HISTORY - 1969 GOOD NGS AG5252 HISTORY - 1989 MARK NOT FOUND USPSQD AG5252 HISTORY - 1991 MARK NOT FOUND USPSQD AG5252 HISTORY - 19990202 MARK NOT FOUND USPSQD AG5252 HISTORY - 20000202 MARK NOT FOUND USPSQD AG5252 HISTORY - 20010331 MARK NOT FOUND NGS AG5252 AG5252 STATION DESCRIPTION AG5252 AG5252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 AG5252'AT PASS-A-GRILLE BEACH. AG5252'AT THE INTERSECTION OF FIRST STREET AND GULF AVENUE, ABOUT 100 AG5252'FEET SOUTHWEST OF THE INTERSECTION, 165 FEET SOUTHWEST OF THE AG5252'SOUTHWEST CORNER OF THE OBSERVATION TOWER, AND 77 FEET NORTHWEST AG5252'OF A LONE PALM TREE. A STANDARD TRIANGULATION-STATION DISK, AG5252'STAMPED GRILLE AND SET IN THE TOP OF A CONCRETE POST. AG5252 AG5252 STATION RECOVERY (1989) AG5252 AG5252'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW) AG5252'MARK NOT FOUND. AG5252 AG5252 STATION RECOVERY (1991) AG5252 AG5252'RECOVERY NOTE BY US POWER SQUADRON 1991 (WBL) AG5252'MARK NOT FOUND. AG5252 AG5252 STATION RECOVERY (1999) AG5252 AG5252'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5252'MARK NOT FOUND. AG5252 AG5252 STATION RECOVERY (2000) AG5252 AG5252'RECOVERY NOTE BY US POWER SQUADRON 2000 AG5252'MARK NOT FOUND. AG5252 AG5252 STATION RECOVERY (2001) AG5252 AG5252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5252'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6296 *********************************************************************** AL6296 DESIGNATION - H 102 RESET 1950 AL6296 PID - AL6296 AL6296 STATE/COUNTY- FL/PINELLAS AL6296 USGS QUAD - OLDSMAR (1987) AL6296 AL6296 *CURRENT SURVEY CONTROL AL6296 ___________________________________________________________________ AL6296* NAD 83(1986)- 28 02 56. (N) 082 41 34. (W) SCALED AL6296* NAVD 88 - 2.23 (meters) 7.3 (feet) RESET AL6296 ___________________________________________________________________ AL6296 GEOID HEIGHT- -24.83 (meters) GEOID99 AL6296 AL6296 VERT ORDER - THIRD AL6296 AL6296.The horizontal coordinates were scaled from a topographic map and have AL6296.an estimated accuracy of +/- 6 seconds. AL6296 AL6296.The orthometric height was computed from unverified reset data. AL6296.No vertical observational check was made to the station. AL6296 AL6296.The geoid height was determined by GEOID99. AL6296 AL6296; North East Units Estimated Accuracy AL6296;SPC FL W - 411,820. 131,890. MT (+/- 180 meters Scaled) AL6296 AL6296 SUPERSEDED SURVEY CONTROL AL6296 AL6296 NGVD 29 - 2.49 (m) 8.2 (f) RESET 3 AL6296 AL6296.Superseded values are not recommended for survey control. AL6296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6296.See file dsdata.txt to determine how the superseded data were derived. AL6296 AL6296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM336037(NAD 83) AL6296_MARKER: DB = BENCH MARK DISK AL6296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6296_STAMPING: H 102 1942 RESET 1950 AL6296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6296+STABILITY: SURFACE MOTION AL6296 AL6296 HISTORY - Date Condition Report By AL6296 HISTORY - 1950 MONUMENTED CGS AL6296 HISTORY - 1958 GOOD NGS AL6296 HISTORY - 1960 GOOD NGS AL6296 AL6296 STATION DESCRIPTION AL6296 AL6296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AL6296'1.6 MI NW FROM OLDSMAR. AL6296'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 584 FROM ITS JUNCTION AL6296'WITH BAYVIEW BOULEVARD AT OLDSMAR, 100 YARDS SOUTHEAST OF AL6296'MOCCASIN CREEK, 96 FT. NORTH OF AND ACOSS THE HIGHWAY FROM POWER AL6296'POLE 6A-8567-R, 33 FT. NORTHWEST OF POWER POLE 6A-8567-R, 23 AL6296'FT. SOUTHEAST OF A TELEPHONE POLE, 49 FT. NORTHEAST OF THE AL6296'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST AL6296'WHICH IS FLUSH WITH THE GROUND. AL6296 AL6296 STATION RECOVERY (1960) AL6296 AL6296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 AL6296'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5331 *********************************************************************** AG5331 DESIGNATION - H 263 AG5331 PID - AG5331 AG5331 STATE/COUNTY- FL/PINELLAS AG5331 USGS QUAD - ST PETERSBURG (1987) AG5331 AG5331 *CURRENT SURVEY CONTROL AG5331 ___________________________________________________________________ AG5331* NAD 83(1986)- 27 51 57. (N) 082 37 46. (W) SCALED AG5331* NAVD 88 - 1.351 (meters) 4.43 (feet) ADJUSTED AG5331 ___________________________________________________________________ AG5331 GEOID HEIGHT- -24.56 (meters) GEOID99 AG5331 DYNAMIC HT - 1.349 (meters) 4.43 (feet) COMP AG5331 MODELED GRAV- 979,181.4 (mgal) NAVD 88 AG5331 AG5331 VERT ORDER - FIRST CLASS I AG5331 AG5331.The horizontal coordinates were scaled from a topographic map and have AG5331.an estimated accuracy of +/- 6 seconds. AG5331 AG5331.The orthometric height was determined by differential leveling AG5331.and adjusted by the National Geodetic Survey in June 1991. AG5331 AG5331.The geoid height was determined by GEOID99. AG5331 AG5331.The dynamic height is computed by dividing the NAVD 88 AG5331.geopotential number by the normal gravity value computed on the AG5331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5331.degrees latitude (g = 980.6199 gals.). AG5331 AG5331.The modeled gravity was interpolated from observed gravity values. AG5331 AG5331; North East Units Estimated Accuracy AG5331;SPC FL W - 391,500. 138,010. MT (+/- 180 meters Scaled) AG5331 AG5331 SUPERSEDED SURVEY CONTROL AG5331 AG5331 NGVD 29 - 1.610 (m) 5.28 (f) ADJ UNCH 1 1 AG5331 AG5331.Superseded values are not recommended for survey control. AG5331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5331.See file dsdata.txt to determine how the superseded data were derived. AG5331 AG5331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL395834(NAD 83) AG5331_MARKER: DB = BENCH MARK DISK AG5331_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AG5331_STAMPING: H 263 1966 AG5331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG5331 AG5331 HISTORY - Date Condition Report By AG5331 HISTORY - 1966 MONUMENTED CGS AG5331 HISTORY - 1973 GOOD NGS AG5331 HISTORY - 1975 GOOD NGS AG5331 HISTORY - 1975 GOOD FLDT AG5331 HISTORY - 1975 GOOD FLDT AG5331 HISTORY - 1978 GOOD NGS AG5331 HISTORY - 19990209 MARK NOT FOUND USPSQD AG5331 HISTORY - 20010331 MARK NOT FOUND NGS AG5331 AG5331 STATION DESCRIPTION AG5331 AG5331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AG5331'6.8 MI W FROM TAMPA. AG5331'6.75 MILES WEST ALONG GANDY BOULEVARD (U.S. HIGHWAY 92) FROM ITS AG5331'JUNCTION WITH WEST SHORE BOULEVARD (STATE ROAD 587) IN SOUTHWEST AG5331'TAMPA, ABOUT 0.6 MILE EAST OF THE JUNCTION OF NORTH 4TH STREET, AG5331'0.15 MILE NORTHWEST OF THE DERBY LANE BUILDING, 53.5 FEET AG5331'SOUTH-SOUTHEAST OF THE CENTER OF THE EAST BOUND LANE OF GANDY AG5331'BOULEVARD, 1 FOOT NORTH OF A METAL WITNESS POST, ON THE NORTH AG5331'SIDE OF A 4 FEET HIGH BOX WOOD HEDGE ROW, 2 FEET BELOW THE LEVEL AG5331'OF THE BOULEVARD AND IS A DISK ON TOP OF A COPPER COATED STEEL AG5331'ROD THAT PROJECTS 3-INCHES ABOVE THE GROUND AND IS PROTECTED BY AG5331'A 6-INCH IRON PIPE THAT PROJECTS 6-INCHES ABOVE THE GROUND AG5331'SURFACE. THE ROD WAS DRIVEN TO A DEPTH OF 80.0 FEET. AG5331'NOTE-- THE MARK IS ON THE NORTH SIDE OF A HEDGE ROW AND MAY BE AG5331'ON PROPERTY OF DERBY LANE. DERBY LANE IS AT 10490 GANDY AG5331'BOULEVARD, ST. PETERSBURG, FLORIDA. AG5331 AG5331 STATION RECOVERY (1975) AG5331 AG5331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 AG5331'RECOVERED IN GOOD CONDITION. AG5331 AG5331 STATION RECOVERY (1975) AG5331 AG5331'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG5331'RECOVERED IN GOOD CONDITION. AG5331 AG5331 STATION RECOVERY (1975) AG5331 AG5331'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG5331'RECOVERED IN GOOD CONDITION. AG5331 AG5331 STATION RECOVERY (1978) AG5331 AG5331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AG5331'RECOVERED IN GOOD CONDITION. AG5331 AG5331 STATION RECOVERY (1999) AG5331 AG5331'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5331'MARK NOT FOUND. AG5331 AG5331 STATION RECOVERY (2001) AG5331 AG5331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5331'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7249 *********************************************************************** AL7249 DESIGNATION - HATCHERY A AZ MK 1 RESET AL7249 PID - AL7249 AL7249 STATE/COUNTY- FL/PINELLAS AL7249 USGS QUAD - OLDSMAR (1987) AL7249 AL7249 *CURRENT SURVEY CONTROL AL7249 ___________________________________________________________________ AL7249* NAD 83(1986)- 28 04 31. (N) 082 44 23. (W) SCALED AL7249* NAVD 88 - 22.09 (+/-2cm) 72.5 (feet) VERTCON AL7249 ___________________________________________________________________ AL7249 GEOID HEIGHT- -24.83 (meters) GEOID99 AL7249 AL7249 VERT ORDER - THIRD (See Below) AL7249 AL7249.The horizontal coordinates were scaled from a topographic map and have AL7249.an estimated accuracy of +/- 6 seconds. AL7249 AL7249.The NAVD 88 height was computed by applying the VERTCON shift value to AL7249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL7249.The vertical order pertains to the superseded datum. AL7249 AL7249.The geoid height was determined by GEOID99. AL7249 AL7249; North East Units Estimated Accuracy AL7249;SPC FL W - 414,770. 127,290. MT (+/- 180 meters Scaled) AL7249 AL7249 SUPERSEDED SURVEY CONTROL AL7249 AL7249 NGVD 29 - 22.34 (m) 73.3 (f) RESET 3 AL7249 AL7249.Superseded values are not recommended for survey control. AL7249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7249.See file dsdata.txt to determine how the superseded data were derived. AL7249 AL7249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290067(NAD 83) AL7249_MARKER: DD = SURVEY DISK AL7249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7249_STAMPING: HATCHERY A AZ 1 AL7249_MARK LOGO: FL-103 AL7249_PROJECTION: FLUSH AL7249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7249+STABILITY: SURFACE MOTION AL7249 AL7249 HISTORY - Date Condition Report By AL7249 HISTORY - 1978 MONUMENTED FL-103 AL7249 HISTORY - 1990 GOOD USPSQD AL7249 AL7249 STATION DESCRIPTION AL7249 AL7249'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978 AL7249'3.8 MI SOUTH FROM TARPON SPRINGS. AL7249'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 19 AL7249'AND KEYSTONE ROAD (STATE ROUTE 582), RUN SOUTHERLY ON U.S. AL7249'HIGHWAY 19 FRO 5.20 MILES, 90.0 FEET EAST OF THE CENTERLINE OF AL7249'U.S. HIGHWAY 19, 20.0 FEET SOUTHWEST OF AN 8-INCH ORANGE TREE, AL7249'3.5 FEET WEST OF POWER POLE NO 12A-3945-R, AND 37.5 FEET AL7249'NORTHWEST OF THE NORTHWEST CORNER OF A ONE-STORY FRAME HOUSE, AL7249'ADDRESS NOT AVAILABLE. AL7249 AL7249 STATION RECOVERY (1990) AL7249 AL7249'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG) AL7249'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7248 *********************************************************************** AL7248 DESIGNATION - HATCHERY C RESET AL7248 PID - AL7248 AL7248 STATE/COUNTY- FL/PINELLAS AL7248 USGS QUAD - OLDSMAR (1987) AL7248 AL7248 *CURRENT SURVEY CONTROL AL7248 ___________________________________________________________________ AL7248* NAD 83(1990)- 28 06 28.61874(N) 082 44 22.55184(W) ADJUSTED AL7248* NAVD 88 - 3.13 (+/-2cm) 10.3 (feet) VERTCON AL7248 ___________________________________________________________________ AL7248 LAPLACE CORR- -1.69 (seconds) DEFLEC99 AL7248 GEOID HEIGHT- -24.91 (meters) GEOID99 AL7248 AL7248 HORZ ORDER - FIRST AL7248 VERT ORDER - THIRD (See Below) AL7248 AL7248.The horizontal coordinates were established by classical geodetic methods AL7248.and adjusted by the National Geodetic Survey in May 1991. AL7248 AL7248.The NAVD 88 height was computed by applying the VERTCON shift value to AL7248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL7248.The vertical order pertains to the superseded datum. AL7248 AL7248.The Laplace correction was computed from DEFLEC99 derived deflections. AL7248 AL7248.The geoid height was determined by GEOID99. AL7248 AL7248; North East Units Scale Converg. AL7248;SPC FL W - 418,392.287 127,327.556 MT 1.00000634 -0 20 54.5 AL7248;UTM 17 - 3,110,383.055 329,114.410 MT 0.99996043 -0 49 11.2 AL7248 AL7248: Primary Azimuth Mark Grid Az AL7248:SPC FL W - HATCHERY D RESET 358 11 08.3 AL7248:UTM 17 - HATCHERY D RESET 358 39 25.0 AL7248 AL7248|---------------------------------------------------------------------| AL7248| PID Reference Object Distance Geod. Az | AL7248| dddmmss.s | AL7248| AL7250 HATCHERY D RESET APPROX. 1.7 KM 3575013.8 | AL7248| AL0743 TARPON SPRINGS FLA PWR MW APPROX. 4.4 KM 3593131.1 | AL7248|---------------------------------------------------------------------| AL7248 AL7248 SUPERSEDED SURVEY CONTROL AL7248 AL7248 NAD 83(1986)- 28 06 28.62576(N) 082 44 22.56198(W) AD( ) 1 AL7248 NGVD 29 - 3.39 (m) 11.1 (f) RESET 3 AL7248 AL7248.Superseded values are not recommended for survey control. AL7248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7248.See file dsdata.txt to determine how the superseded data were derived. AL7248 AL7248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2911410383(NAD 83) AL7248_MARKER: DD = SURVEY DISK AL7248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7248_STAMPING: HATCHERY C AL7248_MARK LOGO: FL-103 AL7248_PROJECTION: FLUSH AL7248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7248+STABILITY: SURFACE MOTION AL7248 AL7248 HISTORY - Date Condition Report By AL7248 HISTORY - 1978 MONUMENTED NGS AL7248 HISTORY - 1988 GOOD USPSQD AL7248 HISTORY - 1990 GOOD USPSQD AL7248 AL7248 STATION DESCRIPTION AL7248 AL7248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AL7248'1.5 MI SOUTH FROM TARPON SPRINGS. AL7248'2.8 MILES SOUTHERLY ALONG U.S. HIGHWAY 19 FROM THE INTERSECTION AL7248'OF U.S. HIGHWAY 19 AND KEYSTONE ROAD (STATE ROUTE 582) TO THE AL7248'JUNCTION OF CYPRESS DRIVE ON LEFT, IN THE NORTHEAST CORNER OF THE AL7248'JUNCTION, 73.5 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 19, AL7248'20.7 FEET NORTH OF THE CENTERLINE OF CYPRESS DRIVE, 47.9 FEET AL7248'NORTHWEST OF POWER LIGHT POLE NO. 2-24946, AND 8.6 FEET NORTH AL7248'OF THE NORTH EDGE OF PAVEMENT OF CYPRESS DRIVE. AL7248 AL7248 STATION RECOVERY (1988) AL7248 AL7248'RECOVERY NOTE BY US POWER SQUADRON 1988 (WDS) AL7248'RECOVERED IN GOOD CONDITION. AL7248 AL7248 STATION RECOVERY (1990) AL7248 AL7248'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG) AL7248'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7250 *********************************************************************** AL7250 DESIGNATION - HATCHERY D RESET AL7250 PID - AL7250 AL7250 STATE/COUNTY- FL/PINELLAS AL7250 USGS QUAD - OLDSMAR (1987) AL7250 AL7250 *CURRENT SURVEY CONTROL AL7250 ___________________________________________________________________ AL7250* NAD 83(1990)- 28 07 23.16647(N) 082 44 24.87552(W) ADJUSTED AL7250* NAVD 88 - 5.94 (+/-2cm) 19.5 (feet) VERTCON AL7250 ___________________________________________________________________ AL7250 LAPLACE CORR- -1.69 (seconds) DEFLEC99 AL7250 GEOID HEIGHT- -24.95 (meters) GEOID99 AL7250 AL7250 HORZ ORDER - FIRST AL7250 VERT ORDER - THIRD (See Below) AL7250 AL7250.The horizontal coordinates were established by classical geodetic methods AL7250.and adjusted by the National Geodetic Survey in May 1991. AL7250 AL7250.The NAVD 88 height was computed by applying the VERTCON shift value to AL7250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL7250.The vertical order pertains to the superseded datum. AL7250 AL7250.The Laplace correction was computed from DEFLEC99 derived deflections. AL7250 AL7250.The geoid height was determined by GEOID99. AL7250 AL7250; North East Units Scale Converg. AL7250;SPC FL W - 420,071.834 127,274.355 MT 1.00000643 -0 20 56.2 AL7250;UTM 17 - 3,112,062.905 329,075.032 MT 0.99996059 -0 49 13.8 AL7250 AL7250: Primary Azimuth Mark Grid Az AL7250:SPC FL W - SLIP B 003 06 32.7 AL7250:UTM 17 - SLIP B 003 34 50.3 AL7250 AL7250|---------------------------------------------------------------------| AL7250| PID Reference Object Distance Geod. Az | AL7250| dddmmss.s | AL7250| AL0743 TARPON SPRINGS FLA PWR MW APPROX. 2.8 KM 0003256.6 | AL7250| AL0350 SLIP B APPROX. 0.8 KM 0024536.5 | AL7250| AL0652 DUNEDIN RAD STA WDCL MAST APPROX. 7.3 KM 1771630.1 | AL7250|---------------------------------------------------------------------| AL7250 AL7250 SUPERSEDED SURVEY CONTROL AL7250 AL7250 NAD 27 - 28 07 22.12121(N) 082 44 25.52186(W) AD( ) 1 AL7250 NGVD 29 - 6.20 (m) 20.3 (f) RESET 3 AL7250 AL7250.Superseded values are not recommended for survey control. AL7250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7250.See file dsdata.txt to determine how the superseded data were derived. AL7250 AL7250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2907512063(NAD 83) AL7250_MARKER: DD = SURVEY DISK AL7250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7250_STAMPING: HATCHERY D AL7250_MARK LOGO: FL-103 AL7250_PROJECTION: FLUSH AL7250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7250+STABILITY: SURFACE MOTION AL7250 AL7250 HISTORY - Date Condition Report By AL7250 HISTORY - 1978 MONUMENTED FL-103 AL7250 HISTORY - 1984 MARK NOT FOUND USPSQD AL7250 HISTORY - 1984 MARK NOT FOUND USPSQD AL7250 AL7250 STATION DESCRIPTION AL7250 AL7250'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978 AL7250'0.5 MI SOUTH FROM TARPON SPRINGS. AL7250'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 19 AL7250'AND KEYSTONE ROAD (STATE ROUTE 582) RUN SOUTHERLY ON U.S. HIGHWAY AL7250'19 FOR 1.70 MILES TO THE JUNCTION OF KLOSTERMAN ROAD, IN THE AL7250'NORTHWEST CORNER OF JUNCTION, 66.5 FEET WEST OF THE CENTERLINE AL7250'OF U.S. HIGHWAY 19, 41.5 FEET NORTH OF THE CENTERLINE OF AL7250'KLOSTERMAN ROAD, 139.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER AL7250'OF CONCRETE BUILDING NO 1400 U.S. 19, 37.2 FEET SOUTHEAST OF AL7250'TELEPHONE POLE NO 300-32, 33.8 FEET EAST OF POWER POLE NO AL7250'12A-5498R, AND 6.5 FEET WEST OF THE CENTER OF CATCH BASIN. AL7250 AL7250 STATION RECOVERY (1984) AL7250 AL7250'RECOVERY NOTE BY US POWER SQUADRON 1984 (ECP) AL7250'5/24/84 -- 1445 NOT FOUND -- NEW CONSTRUCTION ON US 19 AND ON AL7250'KLOSTERMAN ROAD - NO POLE NR. 300/32. AL7250 AL7250 STATION RECOVERY (1984) AL7250 AL7250'RECOVERY NOTE BY US POWER SQUADRON 1984 AL7250'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0620 *********************************************************************** AG0620 DESIGNATION - HONEY G AG0620 PID - AG0620 AG0620 STATE/COUNTY- FL/PINELLAS AG0620 USGS QUAD - SAFETY HARBOR (1956) AG0620 AG0620 *CURRENT SURVEY CONTROL AG0620 ___________________________________________________________________ AG0620* NAD 83(1990)- 27 52 44.57067(N) 082 42 44.54806(W) ADJUSTED AG0620* NAVD 88 - 4.503 (meters) 14.77 (feet) ADJUSTED AG0620 ___________________________________________________________________ AG0620 LAPLACE CORR- -1.61 (seconds) DEFLEC99 AG0620 GEOID HEIGHT- -24.46 (meters) GEOID99 AG0620 DYNAMIC HT - 4.497 (meters) 14.75 (feet) COMP AG0620 MODELED GRAV- 979,183.3 (mgal) NAVD 88 AG0620 AG0620 HORZ ORDER - SECOND AG0620 VERT ORDER - SECOND CLASS II AG0620 AG0620.The horizontal coordinates were established by classical geodetic methods AG0620.and adjusted by the National Geodetic Survey in May 1991. AG0620 AG0620.The orthometric height was determined by differential leveling AG0620.and adjusted by the National Geodetic Survey in June 1991. AG0620 AG0620.The Laplace correction was computed from DEFLEC99 derived deflections. AG0620 AG0620.The geoid height was determined by GEOID99. AG0620 AG0620.The dynamic height is computed by dividing the NAVD 88 AG0620.geopotential number by the normal gravity value computed on the AG0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0620.degrees latitude (g = 980.6199 gals.). AG0620 AG0620.The modeled gravity was interpolated from observed gravity values. AG0620 AG0620; North East Units Scale Converg. AG0620;SPC FL W - 393,009.908 129,854.536 MT 1.00000189 -0 19 59.2 AG0620;UTM 17 - 3,084,982.051 331,433.181 MT 0.99995073 -0 48 03.3 AG0620 AG0620: Primary Azimuth Mark Grid Az AG0620:SPC FL W - DUMP C 145 13 55.7 AG0620:UTM 17 - DUMP C 145 41 59.8 AG0620 AG0620|---------------------------------------------------------------------| AG0620| PID Reference Object Distance Geod. Az | AG0620| dddmmss.s | AG0620| AG0494 DUMP C APPROX. 1.1 KM 1445356.5 | AG0620|---------------------------------------------------------------------| AG0620 AG0620 SUPERSEDED SURVEY CONTROL AG0620 AG0620 NAD 83(1986)- 27 52 44.57664(N) 082 42 44.55999(W) AD( ) 2 AG0620 NAD 27 - 27 52 43.49277(N) 082 42 45.19912(W) AD( ) 2 AG0620 NGVD 29 - 4.766 (m) 15.64 (f) ADJ UNCH 2 2 AG0620 AG0620.Superseded values are not recommended for survey control. AG0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0620.See file dsdata.txt to determine how the superseded data were derived. AG0620 AG0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3143384982(NAD 83) AG0620_MARKER: DD = SURVEY DISK AG0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0620_STAMPING: HONEY G AG0620_MARK LOGO: FL-103 AG0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0620+STABILITY: SURFACE MOTION AG0620 AG0620 HISTORY - Date Condition Report By AG0620 HISTORY - 1976 MONUMENTED FL-103 AG0620 HISTORY - 1976 GOOD FLDT AG0620 HISTORY - 1983 GOOD USPSQD AG0620 HISTORY - 20030223 MARK NOT FOUND USPSQD AG0620 AG0620 STATION DESCRIPTION AG0620 AG0620'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0620'THE STATION IS LOCATED ABOUT 1.0 MILE NORTH OF THE CITY OF AG0620'PINELLAS PARK, ON THE WEST SIDE OF U.S. HIGHWAY 19, IN SECTION AG0620'16, TOWNSHIP 30 SOUTH, RANGE 16 EAST. AG0620' AG0620'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE ROUTE AG0620'688 (ULMERTON ROAD), GO SOUTHEASTWARDLY ALONG U.S. HIGHWAY 19 AG0620'FOR 1.2 MILE TO THE TRI-JUNCTION OF U.S. HIGHWAY 19, 118TH AVENUE AG0620'N., AND 58TH STREET N. STATION IS LOCATED IN THE TRIANGLE OF AG0620'58TH STREET N. AND U.S. HIGHWAY 19 AS DESCRIBED. AG0620' AG0620'BRONZE DISK STAMPED HONEY G SET IN TOP OF A 12 INCH DIAMETER AG0620'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0620' AG0620'IT IS 59.0 FEET SOUTHWEST OF CENTER OF THE SOUTHBOUND LANES OF AG0620'U.S. HIGHWAY 19, 40.8 FEET EAST OF CENTER OF 58TH STREET N., AG0620'39.2 FEET SOUTH OF CENTER OF 118TH AVENUE N., 20.7 FEET EAST OF AG0620'A POWER POLE NO NUMBER. AG0620' AG0620'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0620 AG0620 STATION RECOVERY (1976) AG0620 AG0620'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0620'2 MI SE FROM LARGO. AG0620'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AG0620'ULMERTON RD. (SR 688). RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.25 AG0620'MILE TO 58TH ST. STATION ON RIGHT, 92.5 FT. S.W. OF THE AG0620'CENTERLINE OF U.S. HWY. 19, 41.0 FT. EAST OF THE CENTERLINE OF AG0620'58TH ST., 37.0 FT. SOUTH OF THE EXTENDED CENTERLINE OF 118TH AG0620'AVE., 21.0 FT. EAST OF A POWER POLE, NUMBER 876900. SET IN THE AG0620'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION AG0620'16, T 30, R 16. AG0620 AG0620 STATION RECOVERY (1983) AG0620 AG0620'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0620'RECOVERED IN GOOD CONDITION. AG0620 AG0620 STATION RECOVERY (2003) AG0620 AG0620'RECOVERY NOTE BY US POWER SQUADRON 2003 (TFK) AG0620'NUMBERED POWER POLES HAVE BEEN REPLACED - NUMBERS DO NOT MATCH/AREA AG0620'HAS BEEN RECONSTRUCTED - 118TH AVENUE IS NOT 6 LANES - SAME FOR US 19 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0624 *********************************************************************** AG0624 DESIGNATION - HONEY L AG0624 PID - AG0624 AG0624 STATE/COUNTY- FL/PINELLAS AG0624 USGS QUAD - ST PETERSBURG (1987) AG0624 AG0624 *CURRENT SURVEY CONTROL AG0624 ___________________________________________________________________ AG0624* NAD 83(1986)- 27 52 19. (N) 082 43 41. (W) SCALED AG0624* NAVD 88 - 2.970 (meters) 9.74 (feet) ADJUSTED AG0624 ___________________________________________________________________ AG0624 GEOID HEIGHT- -24.42 (meters) GEOID99 AG0624 DYNAMIC HT - 2.965 (meters) 9.73 (feet) COMP AG0624 MODELED GRAV- 979,183.1 (mgal) NAVD 88 AG0624 AG0624 VERT ORDER - SECOND CLASS II AG0624 AG0624.The horizontal coordinates were scaled from a topographic map and have AG0624.an estimated accuracy of +/- 6 seconds. AG0624 AG0624.The orthometric height was determined by differential leveling AG0624.and adjusted by the National Geodetic Survey in June 1991. AG0624 AG0624.The geoid height was determined by GEOID99. AG0624 AG0624.The dynamic height is computed by dividing the NAVD 88 AG0624.geopotential number by the normal gravity value computed on the AG0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0624.degrees latitude (g = 980.6199 gals.). AG0624 AG0624.The modeled gravity was interpolated from observed gravity values. AG0624 AG0624; North East Units Estimated Accuracy AG0624;SPC FL W - 392,230. 128,310. MT (+/- 180 meters Scaled) AG0624 AG0624 SUPERSEDED SURVEY CONTROL AG0624 AG0624 NGVD 29 - 3.234 (m) 10.61 (f) ADJ UNCH 2 2 AG0624 AG0624.Superseded values are not recommended for survey control. AG0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0624.See file dsdata.txt to determine how the superseded data were derived. AG0624 AG0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298842(NAD 83) AG0624_MARKER: DD = SURVEY DISK AG0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0624_STAMPING: HONEY L AG0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0624+STABILITY: SURFACE MOTION AG0624 AG0624 HISTORY - Date Condition Report By AG0624 HISTORY - UNK MONUMENTED FL-103 AG0624 HISTORY - 1976 GOOD NGS AG0624 HISTORY - 19991129 MARK NOT FOUND USPSQD AG0624 HISTORY - 20010331 MARK NOT FOUND NGS AG0624 AG0624 STATION DESCRIPTION AG0624 AG0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0624'0.5 MI N FROM PINELLAS PARK. AG0624'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A AG0624'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.). RUN NORTHERLY ON U.S. ALT. AG0624'HWY. 19A FOR 2.25 MILES TO BRYAN DAIRY RD. STATION ON THE RIGHT ON AG0624'THE EAST SIDE OF THE INTERSECTION, 48.0 FT. EAST OF THE CENTERLINE OF AG0624'66TH ST., 32.0 FT. NORTH OF THE EXTENDED CENTERLINE OF BRYAN DAIRY AG0624'RD., 75.2 FT. NORTH OF CONCRETE SIGNAL LIGHT POLE (NO NUMBER), 20.0 AG0624'FT. N.W. OF WOOD POWER POLE (NUMBER 1-84540), 8.0 FT. N.W. OF CONCRETE AG0624'SIGNAL LIGHT POLE (NO NUMBER), 3.8 FT. EAST OF BACK OF CURB. SET IN AG0624'THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 17, AG0624'T 30, R 16. AG0624 AG0624 STATION RECOVERY (1999) AG0624 AG0624'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0624'MARK NOT FOUND. AG0624 AG0624 STATION RECOVERY (2001) AG0624 AG0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0624'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7297 *********************************************************************** AG7297 DESIGNATION - I275 G 1 AG7297 PID - AG7297 AG7297 STATE/COUNTY- FL/PINELLAS AG7297 USGS QUAD - ST PETERSBURG (1987) AG7297 AG7297 *CURRENT SURVEY CONTROL AG7297 ___________________________________________________________________ AG7297* NAD 83(1986)- 27 51 07. (N) 082 39 49. (W) SCALED AG7297* NAVD 88 - 14.487 (meters) 47.53 (feet) ADJUSTED AG7297 ___________________________________________________________________ AG7297 GEOID HEIGHT- -24.48 (meters) GEOID99 AG7297 DYNAMIC HT - 14.466 (meters) 47.46 (feet) COMP AG7297 MODELED GRAV- 979,180.9 (mgal) NAVD 88 AG7297 AG7297 VERT ORDER - SECOND CLASS I AG7297 AG7297.The horizontal coordinates were scaled from a topographic map and have AG7297.an estimated accuracy of +/- 6 seconds. AG7297 AG7297.The orthometric height was determined by differential leveling AG7297.and adjusted by the National Geodetic Survey in June 1991. AG7297 AG7297.The geoid height was determined by GEOID99. AG7297 AG7297.The dynamic height is computed by dividing the NAVD 88 AG7297.geopotential number by the normal gravity value computed on the AG7297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7297.degrees latitude (g = 980.6199 gals.). AG7297 AG7297.The modeled gravity was interpolated from observed gravity values. AG7297 AG7297; North East Units Estimated Accuracy AG7297;SPC FL W - 389,980. 134,640. MT (+/- 180 meters Scaled) AG7297 AG7297 SUPERSEDED SURVEY CONTROL AG7297 AG7297 NGVD 29 - 14.748 (m) 48.39 (f) ADJ UNCH 2 1 AG7297 AG7297.Superseded values are not recommended for survey control. AG7297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7297.See file dsdata.txt to determine how the superseded data were derived. AG7297 AG7297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL361819(NAD 83) AG7297_MARKER: DD = SURVEY DISK AG7297_SETTING: 36 = CONCRETE GUARDRAIL AG7297_STAMPING: I275 G1 AG7297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7297+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003 AG7297 AG7297 HISTORY - Date Condition Report By AG7297 HISTORY - 1974 MONUMENTED FLDT AG7297 HISTORY - 1975 GOOD FLDT AG7297 HISTORY - 20030308 GOOD USPSQD AG7297 AG7297 STATION DESCRIPTION AG7297 AG7297'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG7297'2.5 MI EAST FROM PINELLAS PARK. AG7297'THE MARK IS LOCATED AT THE INTERSECTION OF INTERSTATE ROUTE 275 AND AG7297'GANDY BOULEVARD. IT IS IN THE WEST END OF THE SOUTHEAST CONCRETE AG7297'GUARDRAIL OF THE NORTHBOUND ENTRANCE RAMP OVER INTERSTATE ROUTE 275. AG7297'IT IS 22.4 FT. SOUTH OF THE CENTERLINE OF THE ENTRANCE LANES, 22.1 AG7297'FT. EAST OF A STEEL STREETLIGHT POLE AND 0.6 FT. EAST OF THE AG7297'SOUTHWEST CORNER OF THE CONCRETE GUARDRAIL. AG7297'THE MARK IS 3 FT ABOVE HIGHWAY. AG7297 AG7297 STATION RECOVERY (2003) AG7297 AG7297'RECOVERY NOTE BY US POWER SQUADRON 2003 (JA) AG7297'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0631 *********************************************************************** AG0631 DESIGNATION - I275 L 1 AG0631 PID - AG0631 AG0631 STATE/COUNTY- FL/PINELLAS AG0631 USGS QUAD - SAFETY HARBOR (1956) AG0631 AG0631 *CURRENT SURVEY CONTROL AG0631 ___________________________________________________________________ AG0631* NAD 83(1986)- 27 52 43. (N) 082 39 33. (W) SCALED AG0631* NAVD 88 - 9.936 (meters) 32.60 (feet) ADJUSTED AG0631 ___________________________________________________________________ AG0631 GEOID HEIGHT- -24.54 (meters) GEOID99 AG0631 DYNAMIC HT - 9.921 (meters) 32.55 (feet) COMP AG0631 MODELED GRAV- 979,182.7 (mgal) NAVD 88 AG0631 AG0631 VERT ORDER - SECOND CLASS I AG0631 AG0631.The horizontal coordinates were scaled from a topographic map and have AG0631.an estimated accuracy of +/- 6 seconds. AG0631 AG0631.The orthometric height was determined by differential leveling AG0631.and adjusted by the National Geodetic Survey in June 1991. AG0631 AG0631.The geoid height was determined by GEOID99. AG0631 AG0631.The dynamic height is computed by dividing the NAVD 88 AG0631.geopotential number by the normal gravity value computed on the AG0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0631.degrees latitude (g = 980.6199 gals.). AG0631 AG0631.The modeled gravity was interpolated from observed gravity values. AG0631 AG0631; North East Units Estimated Accuracy AG0631;SPC FL W - 392,930. 135,090. MT (+/- 180 meters Scaled) AG0631 AG0631 SUPERSEDED SURVEY CONTROL AG0631 AG0631 NGVD 29 - 10.199 (m) 33.46 (f) ADJ UNCH 2 1 AG0631 AG0631.Superseded values are not recommended for survey control. AG0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0631.See file dsdata.txt to determine how the superseded data were derived. AG0631 AG0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL366848(NAD 83) AG0631_MARKER: DD = SURVEY DISK AG0631_SETTING: 36 = OVERPASS AG0631_STAMPING: BM I-275-L 1 AG0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG0631 AG0631 HISTORY - Date Condition Report By AG0631 HISTORY - UNK MONUMENTED FLDT AG0631 HISTORY - 1975 GOOD FLDT AG0631 HISTORY - 1975 GOOD FLDT AG0631 HISTORY - 1975 GOOD FLDT AG0631 HISTORY - 20030223 MARK NOT FOUND USPSQD AG0631 AG0631 STATION DESCRIPTION AG0631 AG0631'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0631'AT ST PETERSBURG. AG0631'TO REACH STATION FROM THE INTERSECTION OF ULMERTON RD. (S.R. 688) AG0631'AND ROOSEVELT BLVD EAST (S.R. 686), RUN SOUTHEASTERLY ALONG AG0631'ROOSEVELT BLVD. FOR 1.5 MILE TO I-75 OVERPASS. STATION ON RIGHT, AG0631'IN THE SE CORNER OF THE NE BOUND LANE OVERPASS. SET IN TOP OF AG0631'THE CONCRETE HANDRAIL. SECTION 13, T 30 S, R 16 E. AG0631 AG0631 STATION RECOVERY (1975) AG0631 AG0631'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0631'FROM THE INTERSECTION OF INTERSTATE ROUTE 275 AND GANDY BOULEVARD, 2.5 AG0631'MILES EAST OF PINELLAS PARK, GO NORTHERLY ON INTERSTATE ROUTE 275 FOR AG0631'1.9 MILES. THE MARK IS IN THE SOUTHWEST END OF THE SOUTHEAST CONCRETE AG0631'GUARDRAIL OF NORTHBOUND BRIDGE OVER ROOSEVELT BOULEVARD. IT IS 21.8 AG0631'FT. SOUTHEAST OF THE CENTERLINE OF NORTHBOUND LANE, 1.7 FT. AG0631'SOUTHWEST OF THE NORTHEAST END OF THE METAL GUARDRAIL AND 0.6 FT. AG0631'NORTHEAST OF THE SOUTHWEST CORNER OF THE SOUTHEAST CONCRETE GUARDRAIL. AG0631'THE MARK IS 3 FT ABOVE HIGHWAY. AG0631 AG0631 STATION RECOVERY (1975) AG0631 AG0631'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0631'FROM THE INTERSECTION OF INTERSTATE ROUTE 275 AND GANDY BOULEVARD, 2.5 AG0631'MILES EAST OF PINELLAS PARK, GO NORTHERLY ON INTERSTATE ROUTE 275 FOR AG0631'1.9 MILES. THE MARK IS IN THE SOUTHWEST END OF THE SOUTHEAST CONCRETE AG0631'GUARDRAIL OF NORTHBOUND BRIDGE OVER ROOSEVELT BOULEVARD. IT IS 21.8 AG0631'FT. SOUTHEAST OF THE CENTERLINE OF NORTHBOUND LANE, 1.7 FT. AG0631'SOUTHWEST OF THE NORTHEAST END OF THE METAL GUARDRAIL AND 0.6 FT. AG0631'NORTHEAST OF THE SOUTHWEST CORNER OF THE SOUTHEAST CONCRETE GUARDRAIL. AG0631'THE MARK IS 3 FT ABOVE HIGHWAY. AG0631 AG0631 STATION RECOVERY (2003) AG0631 AG0631'RECOVERY NOTE BY US POWER SQUADRON 2003 (TFK) AG0631'I-275 BRIDGE HAS RECENTLY BEEN WIDENED/GUARDRAILS HAVE BEEN AG0631'REPLACED/MARKER NOT FOUND 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7311 *********************************************************************** AG7311 DESIGNATION - I275 N 1 AG7311 PID - AG7311 AG7311 STATE/COUNTY- FL/PINELLAS AG7311 USGS QUAD - SAFETY HARBOR (1956) AG7311 AG7311 *CURRENT SURVEY CONTROL AG7311 ___________________________________________________________________ AG7311* NAD 83(1986)- 27 52 48. (N) 082 39 29. (W) SCALED AG7311* NAVD 88 - 16.378 (meters) 53.73 (feet) ADJUSTED AG7311 ___________________________________________________________________ AG7311 GEOID HEIGHT- -24.54 (meters) GEOID99 AG7311 DYNAMIC HT - 16.354 (meters) 53.65 (feet) COMP AG7311 MODELED GRAV- 979,182.8 (mgal) NAVD 88 AG7311 AG7311 VERT ORDER - SECOND CLASS I AG7311 AG7311.The horizontal coordinates were scaled from a topographic map and have AG7311.an estimated accuracy of +/- 6 seconds. AG7311 AG7311.The orthometric height was determined by differential leveling AG7311.and adjusted by the National Geodetic Survey in June 1991. AG7311 AG7311.The geoid height was determined by GEOID99. AG7311 AG7311.The dynamic height is computed by dividing the NAVD 88 AG7311.geopotential number by the normal gravity value computed on the AG7311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7311.degrees latitude (g = 980.6199 gals.). AG7311 AG7311.The modeled gravity was interpolated from observed gravity values. AG7311 AG7311; North East Units Estimated Accuracy AG7311;SPC FL W - 393,090. 135,200. MT (+/- 180 meters Scaled) AG7311 AG7311 SUPERSEDED SURVEY CONTROL AG7311 AG7311 NGVD 29 - 16.641 (m) 54.60 (f) ADJ UNCH 2 1 AG7311 AG7311.Superseded values are not recommended for survey control. AG7311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7311.See file dsdata.txt to determine how the superseded data were derived. AG7311 AG7311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL367850(NAD 83) AG7311_MARKER: DD = SURVEY DISK AG7311_SETTING: 36 = CONCRETE GUARDRAIL AG7311_STAMPING: BM I275 N1 AG7311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7311 AG7311 HISTORY - Date Condition Report By AG7311 HISTORY - 1974 MONUMENTED FLDT AG7311 HISTORY - 1975 GOOD FLDT AG7311 HISTORY - 19991129 GOOD USPSQD AG7311 HISTORY - 20010331 GOOD NGS AG7311 AG7311 STATION DESCRIPTION AG7311 AG7311'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG7311'4.4 MI NE FROM PINELLAS PARK. AG7311'FROM THE INTERSECTION OF INTERSTATE ROUTE 275 AND GANDY BOULEVARD, 2.5 AG7311'MILES EAST OF PINELLAS PARK, GO NORTHERLY ON INTERSTATE ROUTE 275 FOR AG7311'1.9 MILES. THE MARK IS IN THE SOUTHEAST END OF THE NORTHEAST CONCRETE AG7311'GUARDRAIL OF THE ENTRANCE RAMP TO ROOSEVELT BOULEVARD NORTHWESTBOUND AG7311'LANE. IT IS 22.5 FT. NORTHEAST OF THE CENTERLINE OF THE RAMP LANES, AG7311'1.7 FT. SOUTHEAST OF THE NORTHWEST END OF THE METAL GUARDRAIL AND AG7311'0.7 FT. NORTHWEST OF THE SOUTHEAST CORNER OF THE NORTHEAST CONCRETE AG7311'GUARDRAIL. AG7311'THE MARK IS 3 FT ABOVE HIGHWAY. AG7311 AG7311 STATION RECOVERY (1999) AG7311 AG7311'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7311'RECOVERED IN GOOD CONDITION. AG7311 AG7311 STATION RECOVERY (2001) AG7311 AG7311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7311'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL0228 *********************************************************************** AL0228 DESIGNATION - INNISBROOK A AL0228 PID - AL0228 AL0228 STATE/COUNTY- FL/PINELLAS AL0228 USGS QUAD - OLDSMAR (1987) AL0228 AL0228 *CURRENT SURVEY CONTROL AL0228 ___________________________________________________________________ AL0228* NAD 83(1990)- 28 07 23.23371(N) 082 44 54.86571(W) ADJUSTED AL0228* NAVD 88 - 7.057 (meters) 23.15 (feet) ADJUSTED AL0228 ___________________________________________________________________ AL0228 LAPLACE CORR- -1.72 (seconds) DEFLEC99 AL0228 GEOID HEIGHT- -24.94 (meters) GEOID99 AL0228 DYNAMIC HT - 7.047 (meters) 23.12 (feet) COMP AL0228 MODELED GRAV- 979,193.5 (mgal) NAVD 88 AL0228 AL0228 HORZ ORDER - FIRST AL0228 VERT ORDER - SECOND CLASS II AL0228 AL0228.The horizontal coordinates were established by classical geodetic methods AL0228.and adjusted by the National Geodetic Survey in May 1991. AL0228 AL0228.The orthometric height was determined by differential leveling AL0228.and adjusted by the National Geodetic Survey in June 1991. AL0228 AL0228.The Laplace correction was computed from DEFLEC99 derived deflections. AL0228 AL0228.The geoid height was determined by GEOID99. AL0228 AL0228.The dynamic height is computed by dividing the NAVD 88 AL0228.geopotential number by the normal gravity value computed on the AL0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL0228.degrees latitude (g = 980.6199 gals.). AL0228 AL0228.The modeled gravity was interpolated from observed gravity values. AL0228 AL0228; North East Units Scale Converg. AL0228;SPC FL W - 420,078.917 126,455.896 MT 1.00000791 -0 21 10.3 AL0228;UTM 17 - 3,112,076.723 328,256.696 MT 0.99996405 -0 49 27.9 AL0228 AL0228: Primary Azimuth Mark Grid Az AL0228:SPC FL W - INNISBROOK 175 20 46.3 AL0228:UTM 17 - INNISBROOK 175 49 03.9 AL0228 AL0228|---------------------------------------------------------------------| AL0228| PID Reference Object Distance Geod. Az | AL0228| dddmmss.s | AL0228| AL0229 INNISBROOK A AZ MK 1 113.273 METERS 01545 | AL0228| AL0733 INNISBROOK A PT A 11.087 METERS 04228 | AL0228| AL0230 INNISBROOK APPROX. 0.6 KM 1745936.0 | AL0228| AL0233 INNISBROOK A AZ MK 2 276.849 METERS 26341 | AL0228|---------------------------------------------------------------------| AL0228 AL0228 SUPERSEDED SURVEY CONTROL AL0228 AL0228 NAD 83(1986)- 28 07 23.24089(N) 082 44 54.87575(W) AD( ) 1 AL0228 NAD 27 - 28 07 22.18858(N) 082 44 55.51111(W) AD( ) 1 AL0228 NGVD 29 - 7.317 (m) 24.01 (f) ADJ UNCH 2 2 AL0228 AL0228.Superseded values are not recommended for survey control. AL0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0228.See file dsdata.txt to determine how the superseded data were derived. AL0228 AL0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2825712077(NAD 83) AL0228_MARKER: DD = SURVEY DISK AL0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0228_STAMPING: INNISBROOK A AL0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0228+STABILITY: SURFACE MOTION AL0228 AL0228 HISTORY - Date Condition Report By AL0228 HISTORY - 1973 MONUMENTED FL-103 AL0228 HISTORY - 1976 GOOD NGS AL0228 HISTORY - 1990 GOOD USPSQD AL0228 HISTORY - 20010331 GOOD NGS AL0228 AL0228 STATION DESCRIPTION AL0228 AL0228'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AL0228'THE STATION IS ABOUT 2 MILES EAST OF THE GULF OF MEXICO, 1 AL0228'MILE SOUTH OF TARPON SPRINGS AND 1/2 MILE WEST OF U.S. HIGHWAY 19. AL0228' AL0228'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE ROUTE AL0228'582 IN TARPON SPRINGS, GO SOUTH ON U.S. HIGHWAY 19 FOR 1.5 MILES AL0228'TO THE JUNCTION OF KLOSTERMAN ROAD. TURN RIGHT ON KLOSTERMAN AL0228'ROAD AND GO WEST FOR 0.55 MILE TO STATION ON RIGHT AS DESCRIBED. AL0228' AL0228'BRONZE DISK STAMPED INNISBROOK-A SET IN A 12 INCH DIAMETER AL0228'ROUND CONCRETE MONUMENT THAT IS 5 INCHES BELOW THE GROUND. THE AL0228'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 AL0228'INCHES BELOW THE GROUND SURFACE. AL0228' AL0228'IT IS 44 FEET NORTH OF THE CENTER OF KLOSTERMAN ROAD AL0228'PAVEMENT, 35 FEET SOUTHWEST OF POWER POLE NUMBER ECTW244, AND AL0228'20.5 FEET WEST OF POWER POLE NUMBER 2-8551. AL0228' AL0228'AZIMUTH MARK 1 IS A BRONZE DISK STAMPED INNISBROOK-A, AZ. 1 SET AL0228'IN A 12 INCH DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH AL0228'WITH THE GROUND. IT IS ABOUT 550 FEET NORTHEAST OF THE STATION, AL0228'90 FEET EAST OF POWER POLE NUMBER ECTW 245, 26 FEET WEST OF THE AL0228'CENTER OF FLORIDA POWER ACCESS ROAD, 7 FEET EAST OF A POWER AL0228'POLE WITH NO NUMBER AND 6 FEET WEST OF A POWER POLE WITH NO AL0228'NUMBER. AL0228' AL0228'AZIMUTH MARK 2 IS A BRONZE DISK STAMPED INNISBROOK-A, AZ. 2 SET AL0228'IN A 12 INCH DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH AL0228'WITH THE GROUND. IT IS ABOUT 0.2 MILE WEST OF THE STATION ON AL0228'THE SOUTH SIDE OF KLOSTERMAN ROAD. IT IS 50.5 FEET SOUTH OF AL0228'THE CENTER OF KLOSTERMAN ROAD PAVING, 16 FEET NORTHEAST OF A AL0228'12 INCH OAK TREE, 4 FEET SOUTHWEST OF TELEPHONE POLE NUMBER AL0228'412/19 (71) AND 2.5 FEET NORTH OF A BARBED WIRE FENCE. AL0228' AL0228'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AL0228 AL0228 STATION RECOVERY (1976) AL0228 AL0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AL0228'0.5 MI S FROM TARPON SPRINGS. AL0228'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HWY. 19 AND AL0228'KEYSTONE RD. (S.R. 582). RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.70 MILES AL0228'TO THE INTERSECTION OF KLOSTERMAN RD. TURN RIGHT AND RUN WESTERLY ON AL0228'KLOSTERMAN RD. FOR 0.50 MILE. STATION ON RIGHT, 43.7 FT. NORTH OF THE AL0228'CENTERLINE OF KLOSTERMAN RD., 138.8 FT. WEST OF THE CENTERLINE OF AL0228'ASPHALT ROAD LEADING NORTH (PARALLELING EAST BOUNDARY OF POWER LINES), AL0228'41.3 FT. S.W. OF A WOODEN POWER POLE (NUMBER ECTW 334), 20.2 FT. WEST AL0228'OF A WOODEN POWER POLE (NUMBER 2-8551). SET IN THE TOP OF A CONCRETE AL0228'POST THAT IS FLUSH WITH THE GROUND. SECTION 24, T 27S, R 15E. AL0228 AL0228 STATION RECOVERY (1990) AL0228 AL0228'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG) AL0228'RECOVERED IN GOOD CONDITION. AL0228 AL0228 STATION RECOVERY (2001) AL0228 AL0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AL0228'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL0234 *********************************************************************** AL0234 DESIGNATION - INNISBROOK C AL0234 PID - AL0234 AL0234 STATE/COUNTY- FL/PINELLAS AL0234 USGS QUAD - DUNEDIN (1987) AL0234 AL0234 *CURRENT SURVEY CONTROL AL0234 ___________________________________________________________________ AL0234* NAD 83(1990)- 28 07 23.16807(N) 082 45 12.91074(W) ADJUSTED AL0234* NAVD 88 - 15.174 (meters) 49.78 (feet) ADJUSTED AL0234 ___________________________________________________________________ AL0234 LAPLACE CORR- -1.74 (seconds) DEFLEC99 AL0234 GEOID HEIGHT- -24.93 (meters) GEOID99 AL0234 DYNAMIC HT - 15.152 (meters) 49.71 (feet) COMP AL0234 MODELED GRAV- 979,193.5 (mgal) NAVD 88 AL0234 AL0234 HORZ ORDER - SECOND AL0234 VERT ORDER - SECOND CLASS II AL0234 AL0234.The horizontal coordinates were established by classical geodetic methods AL0234.and adjusted by the National Geodetic Survey in May 1991. AL0234 AL0234.The orthometric height was determined by differential leveling AL0234.and adjusted by the National Geodetic Survey in June 1991. AL0234 AL0234.The Laplace correction was computed from DEFLEC99 derived deflections. AL0234 AL0234.The geoid height was determined by GEOID99. AL0234 AL0234.The dynamic height is computed by dividing the NAVD 88 AL0234.geopotential number by the normal gravity value computed on the AL0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL0234.degrees latitude (g = 980.6199 gals.). AL0234 AL0234.The modeled gravity was interpolated from observed gravity values. AL0234 AL0234; North East Units Scale Converg. AL0234;SPC FL W - 420,079.939 125,963.410 MT 1.00000880 -0 21 18.8 AL0234;UTM 17 - 3,112,081.798 327,764.257 MT 0.99996614 -0 49 36.4 AL0234 AL0234: Primary Azimuth Mark Grid Az AL0234:SPC FL W - INNISBROOK D 268 09 31.0 AL0234:UTM 17 - INNISBROOK D 268 37 48.6 AL0234 AL0234|---------------------------------------------------------------------| AL0234| PID Reference Object Distance Geod. Az | AL0234| dddmmss.s | AL0234| AL0233 INNISBROOK A AZ MK 2 219.163 METERS 09727 | AL0234| AL0236 INNISBROOK D APPROX. 0.7 KM 2674812.2 | AL0234|---------------------------------------------------------------------| AL0234 AL0234 SUPERSEDED SURVEY CONTROL AL0234 AL0234 NAD 83(1986)- 28 07 23.17530(N) 082 45 12.92078(W) AD( ) 2 AL0234 NAD 27 - 28 07 22.12255(N) 082 45 13.55719(W) AD( ) 2 AL0234 NGVD 29 - 15.434 (m) 50.64 (f) ADJ UNCH 2 2 AL0234 AL0234.Superseded values are not recommended for survey control. AL0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0234.See file dsdata.txt to determine how the superseded data were derived. AL0234 AL0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2776412082(NAD 83) AL0234_MARKER: DD = SURVEY DISK AL0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0234_STAMPING: INNISBROOK C AL0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0234+STABILITY: SURFACE MOTION AL0234 AL0234 HISTORY - Date Condition Report By AL0234 HISTORY - 1974 MONUMENTED FL-103 AL0234 HISTORY - 1976 GOOD NGS AL0234 HISTORY - 1983 GOOD LOCSUR AL0234 HISTORY - 1990 GOOD USPSQD AL0234 HISTORY - 20010331 GOOD NGS AL0234 AL0234 STATION DESCRIPTION AL0234 AL0234'DESCRIBED BY PINELLAS COUNTY FLORIDA 1974 (DF) AL0234'THE STATION IS ABOUT 1.5 MILES EAST OF THE GULF OF MEXICO, 0.5 AL0234'MILE SOUTH OF THE CITY LIMITS OF TARPON SPRINGS, LOCATED IN AL0234'SECTION 24, TOWNSHIP 27 SOUTH, RANGE 15 EAST. AL0234' AL0234'TO REACH FROM THE INTERSECTION OF U.S. ALTERNATE HIGHWAY 19 AND AL0234'KLOSTERMAN ROAD (CR 79), GO EAST ON CR 79, WHICH IS ALONG AN AL0234'EAST/WEST CENTER SECTION LINE OF SECTION 24, FOR 0.5 MILE TO THE AL0234'STATION ON THE LEFT AS DESCRIBED. AL0234' AL0234'BRONZE DISK STAMPED INNISBROOK C SET IN TOP OF A 12-INCH DIAMETER AL0234'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS AL0234'ABOUT 63.0 FEET NORTHWEST OF THE INTERSECTION OF A DRIVEWAY TO AL0234'THE INTERNATIONAL DECORATING CORP., 47 FEET NORTH OF THE CENTER AL0234'OF CR 79 (KLOSTERMAN ROAD), 4.0 FEET NORTHEAST OF A POWER POLE AL0234'NO. 12A 3783R, AND 3.5 FEET SOUTHEAST OF A POWER POLE GUY WIRE. AL0234' AL0234'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER. AL0234 AL0234 STATION RECOVERY (1976) AL0234 AL0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AL0234'0.5 MI S FROM TARPON SPRINGS. AL0234'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AL0234'KEYSTONE RD. (S.R. 582). RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.70 MILES AL0234'TO THE INTERSECTION OF KLOSTERMAN RD. TURN RIGHT AND RUN WESTERLY ON AL0234'KLOSTERMAN RD. FOR 0.85 MILE TO THE INTERSECTION OF BURNING TREE RD. AL0234'STATION ON RIGHT, N.E. CORNER, 47.6 FT. NORTH OF THE CENTERLINE OF AL0234'KLOSTERMAN RD., 77.7 FT. EAST OF THE CENTERLINE OF BURNING TREE RD., AL0234'67.1 FT. E.S.E. OF A CONCRETE LIGHT POLE (NUMBER 2-24912), 4.7 FT. AL0234'N.E. OF A WOODEN POWER POLE (NUMBER 12A-3783R). SET IN THE TOP OF A AL0234'CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 24, T 27S, R 15E. AL0234 AL0234 STATION RECOVERY (1983) AL0234 AL0234'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983 AL0234'CONCRETE POST NOW ABOUT 4' ABOVE GROUND. AL0234 AL0234 STATION RECOVERY (1990) AL0234 AL0234'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG) AL0234'RECOVERED IN GOOD CONDITION. AL0234 AL0234 STATION RECOVERY (2001) AL0234 AL0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AL0234'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL0237 *********************************************************************** AL0237 DESIGNATION - INNISBROOK E AL0237 PID - AL0237 AL0237 STATE/COUNTY- FL/PINELLAS AL0237 USGS QUAD - DUNEDIN (1987) AL0237 AL0237 *CURRENT SURVEY CONTROL AL0237 ___________________________________________________________________ AL0237* NAD 83(1990)- 28 07 15.22053(N) 082 45 42.25782(W) ADJUSTED AL0237* NAVD 88 - 2.310 (meters) 7.58 (feet) ADJUSTED AL0237 ___________________________________________________________________ AL0237 LAPLACE CORR- -1.75 (seconds) DEFLEC99 AL0237 GEOID HEIGHT- -24.91 (meters) GEOID99 AL0237 DYNAMIC HT - 2.307 (meters) 7.57 (feet) COMP AL0237 MODELED GRAV- 979,193.2 (mgal) NAVD 88 AL0237 AL0237 HORZ ORDER - SECOND AL0237 VERT ORDER - SECOND CLASS II AL0237 AL0237.The horizontal coordinates were established by classical geodetic methods AL0237.and adjusted by the National Geodetic Survey in May 1991. AL0237 AL0237.The orthometric height was determined by differential leveling AL0237.and adjusted by the National Geodetic Survey in June 1991. AL0237 AL0237.The Laplace correction was computed from DEFLEC99 derived deflections. AL0237 AL0237.The geoid height was determined by GEOID99. AL0237 AL0237.The dynamic height is computed by dividing the NAVD 88 AL0237.geopotential number by the normal gravity value computed on the AL0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL0237.degrees latitude (g = 980.6199 gals.). AL0237 AL0237.The modeled gravity was interpolated from observed gravity values. AL0237 AL0237; North East Units Scale Converg. AL0237;SPC FL W - 419,840.279 125,160.956 MT 1.00001028 -0 21 32.6 AL0237;UTM 17 - 3,111,848.760 326,959.890 MT 0.99996957 -0 49 50.1 AL0237 AL0237: Primary Azimuth Mark Grid Az AL0237:SPC FL W - INNISBROOK F 220 30 49.6 AL0237:UTM 17 - INNISBROOK F 220 59 07.1 AL0237 AL0237|---------------------------------------------------------------------| AL0237| PID Reference Object Distance Geod. Az | AL0237| dddmmss.s | AL0237| AL0236 INNISBROOK D 226.955 METERS 01726 | AL0237| AL0238 INNISBROOK F APPROX. 1.1 KM 2200917.0 | AL0237|---------------------------------------------------------------------| AL0237 AL0237 SUPERSEDED SURVEY CONTROL AL0237 AL0237 NAD 83(1986)- 28 07 15.22781(N) 082 45 42.26789(W) AD( ) 2 AL0237 NAD 27 - 28 07 14.17468(N) 082 45 42.90331(W) AD( ) 2 AL0237 NGVD 29 - 2.571 (m) 8.44 (f) ADJ UNCH 2 2 AL0237 AL0237.Superseded values are not recommended for survey control. AL0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0237.See file dsdata.txt to determine how the superseded data were derived. AL0237 AL0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2696011849(NAD 83) AL0237_MARKER: DD = SURVEY DISK AL0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0237_STAMPING: INNISBROOK E AL0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0237+STABILITY: SURFACE MOTION AL0237 AL0237 HISTORY - Date Condition Report By AL0237 HISTORY - 1974 MONUMENTED FL-103 AL0237 HISTORY - 1975 GOOD FLDT AL0237 HISTORY - 1984 GOOD USPSQD AL0237 HISTORY - 1990 GOOD USPSQD AL0237 HISTORY - 20010331 GOOD NGS AL0237 AL0237 STATION DESCRIPTION AL0237 AL0237'DESCRIBED BY PINELLAS COUNTY FLORIDA 1974 (DF) AL0237'THE STATION IS ABOUT 1.25 MILES SOUTH OF TARPON SPRINGS, 0.75 AL0237'MILE EAST OF THE GULF OF MEXICO, IN SECTION 24, TOWNSHIP 27 AL0237'SOUTH, RANGE 15 EAST. AL0237' AL0237'TO REACH FROM THE INTERSECTION OF U.S. ALTERNATE HIGHWAY 19 AL0237'AND KLOSTERMAN ROAD (C.R. 79), GO SOUTHWESTWARDLY ALONG AL0237'U.S. ALTERNATE HIGHWAY 19 FOR 0.15 MILE TO STATION ON THE EAST AL0237'SIDE OF HIGHWAY AS DESCRIBED. AL0237' AL0237'BRONZE DISK STAMPED INNISBROOK E SET IN TOP OF A 12-INCH AL0237'DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE AL0237'GROUND. IT IS ABOUT AT THE P.I. OF A CURVE TO THE RIGHT, 210 AL0237'FEET NORTHEAST OF THE INTERSECTION OF VALLEY RD AND U.S. ALTERNATE AL0237'HIGHWAY 19, 58 FEET SOUTHEAST OF POWER POLE NUMBER 12A 5853R, 29 AL0237'FEET SOUTHEAST OF A TELEGRAPH POLE, 27 FEET EAST OF CENTER OF AL0237'U.S. ALTERNATE HIGHWAY 19, 21.7 FEET NORTHWEST OF A 14-INCH OAK AL0237'TREE, AND 3 FEET EAST OF A POWER POLE NUMBER 12A 5854R. AL0237' AL0237'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER. AL0237 AL0237 STATION RECOVERY (1975) AL0237 AL0237'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AL0237'1.2 MI S FROM TARPON SPRINGS. AL0237'THE STATION IS ABOUT 1.25 MILE SOUTH OF TARPON SPRINGS, 0.75 AL0237'MILE EAST OF THE GULF OF MEXICO. TO REACH STATION FROM THE AL0237'INTERSECTION OF U.S. ALT. HIGHWAY 19 AND KLOSTERMAN RD. AL0237'(C.R. 79), RUN SOUTHERLY ON U.S. ALT. HIGHWAY 19 FOR 0.15 AL0237'MILE. STATION ON LEFT AT THE P.I. OF A CURVE TO THE RIGHT, AL0237'210 FT. NORTHEAST OF THE INTERSECTION OF VALLEY ROAD AND U.S. AL0237'ALT. HIGHWAY 19, 58 FT. SOUTHEAST OF POWER POLE NUMBER 12A 5853R, AL0237'29 FT. SOUTHEAST OF A TELEGRAPH POLE, 27 FT. EAST OF U.S. ALT. AL0237'HIGHWAY 19 CENTERLINE, 21.7 FT. NORTHWEST OF A 14 INCH OAK, AL0237'3.0 FT. EAST OF A POWER POLE NUMBER 12A 5854R. SET IN TOP AL0237'OF CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 24, T 27S, AL0237'R 15 E AL0237 AL0237 STATION RECOVERY (1984) AL0237 AL0237'RECOVERY NOTE BY US POWER SQUADRON 1984 (ECP) AL0237'FOUND IN GOOD CONDITION. AL0237 AL0237 STATION RECOVERY (1990) AL0237 AL0237'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG) AL0237'RECOVERED IN GOOD CONDITION. AL0237 AL0237 STATION RECOVERY (2001) AL0237 AL0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AL0237'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7355 *********************************************************************** AG7355 DESIGNATION - JORDAN G RESET AG7355 PID - AG7355 AG7355 STATE/COUNTY- FL/PINELLAS AG7355 USGS QUAD - SAFETY HARBOR (1956) AG7355 AG7355 *CURRENT SURVEY CONTROL AG7355 ___________________________________________________________________ AG7355* NAD 83(1986)- 27 53 37. (N) 082 40 35. (W) SCALED AG7355* NAVD 88 - 2.38 (+/-2cm) 7.8 (feet) VERTCON AG7355 ___________________________________________________________________ AG7355 GEOID HEIGHT- -24.54 (meters) GEOID99 AG7355 AG7355 VERT ORDER - THIRD (See Below) AG7355 AG7355.The horizontal coordinates were scaled from a topographic map and have AG7355.an estimated accuracy of +/- 6 seconds. AG7355 AG7355.The NAVD 88 height was computed by applying the VERTCON shift value to AG7355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7355.The vertical order pertains to the superseded datum. AG7355 AG7355.The geoid height was determined by GEOID99. AG7355 AG7355; North East Units Estimated Accuracy AG7355;SPC FL W - 394,600. 133,410. MT (+/- 180 meters Scaled) AG7355 AG7355 SUPERSEDED SURVEY CONTROL AG7355 AG7355 NGVD 29 - 2.64 (m) 8.7 (f) RESET 3 AG7355 AG7355.Superseded values are not recommended for survey control. AG7355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7355.See file dsdata.txt to determine how the superseded data were derived. AG7355 AG7355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL349865(NAD 83) AG7355_MARKER: DB = BENCH MARK DISK AG7355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7355_STAMPING: JORDAN G AG7355_PROJECTION: FLUSH AG7355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7355+STABILITY: SURFACE MOTION AG7355 AG7355 HISTORY - Date Condition Report By AG7355 HISTORY - 1978 MONUMENTED FL-103 AG7355 AG7355 STATION DESCRIPTION AG7355 AG7355'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978 AG7355'2.7 MI EAST FROM ST PETERSBURG. AG7355'2.7 MILES EASTERLY ALONG STATE ROUTE 688 FROM THE INTERSECTION AG7355'OF U.S. HIGHWAY 19 AND STATE ROUTE 688 (ULMERTON ROAD) TO THE AG7355'INTERSECTION OF 34TH STREET NORTH, 70.0 FEET EAST OF THE CENTERLINE AG7355'OF 34TH STREET NORTH, 31.8 FEET NORTH OF THE CENTERLINE OF THE AG7355'EASTBOUND LANES, 45.1 FEET SOUTH OF THE CENTERLINE OF THE AG7355'WESTBOUND LANES, 81.0 FEET NORTHEAST OF A 2 FOOT CONCRETE TRAFFIC AG7355'LIGHT SUPPORT POLE, 87.0 FEET NORTHWEST OF A METAL LIGHT POLE, AG7355'NO 390, AND 5.3 FEET SOUTH OF THE BACK OF CURB OF TRAFFIC ISLAND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7359 *********************************************************************** AG7359 DESIGNATION - JORDAN K AG7359 PID - AG7359 AG7359 STATE/COUNTY- FL/PINELLAS AG7359 USGS QUAD - SAFETY HARBOR (1956) AG7359 AG7359 *CURRENT SURVEY CONTROL AG7359 ___________________________________________________________________ AG7359* NAD 83(1990)- 27 54 42.87167(N) 082 42 02.86306(W) ADJUSTED AG7359* NAVD 88 - 2.84 (+/-2cm) 9.3 (feet) VERTCON AG7359 ___________________________________________________________________ AG7359 LAPLACE CORR- -1.53 (seconds) DEFLEC99 AG7359 GEOID HEIGHT- -24.54 (meters) GEOID99 AG7359 AG7359 HORZ ORDER - SECOND AG7359 VERT ORDER - THIRD (See Below) AG7359 AG7359.The horizontal coordinates were established by classical geodetic methods AG7359.and adjusted by the National Geodetic Survey in May 1991. AG7359 AG7359.The NAVD 88 height was computed by applying the VERTCON shift value to AG7359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7359.The vertical order pertains to the superseded datum. AG7359 AG7359.The Laplace correction was computed from DEFLEC99 derived deflections. AG7359 AG7359.The geoid height was determined by GEOID99. AG7359 AG7359; North East Units Scale Converg. AG7359;SPC FL W - 396,644.898 131,015.575 MT 0.99999989 -0 19 41.0 AG7359;UTM 17 - 3,088,607.246 332,623.813 MT 0.99994579 -0 47 46.9 AG7359 AG7359: Primary Azimuth Mark Grid Az AG7359:SPC FL W - JORDAN C AZ MK 1 357 57 49.0 AG7359:UTM 17 - JORDAN C AZ MK 1 358 25 54.9 AG7359 AG7359|---------------------------------------------------------------------| AG7359| PID Reference Object Distance Geod. Az | AG7359| dddmmss.s | AG7359| AG0640 JORDAN B 206.309 METERS 17507 | AG7359| AG0644 JORDAN C AZ MK 1 APPROX. 0.7 KM 3573808.0 | AG7359|---------------------------------------------------------------------| AG7359 AG7359 SUPERSEDED SURVEY CONTROL AG7359 AG7359 NAD 83(1986)- 27 54 42.87778(N) 082 42 02.87450(W) AD( ) 2 AG7359 NAD 27 - 27 54 41.79700(N) 082 42 03.51621(W) AD( ) 2 AG7359 NGVD 29 - 3.10 (m) 10.2 (f) RESET 3 AG7359 AG7359.Superseded values are not recommended for survey control. AG7359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7359.See file dsdata.txt to determine how the superseded data were derived. AG7359 AG7359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3262488607(NAD 83) AG7359_MARKER: DB = BENCH MARK DISK AG7359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7359_STAMPING: JORDAN K AG7359_MARK LOGO: FL-103 AG7359_PROJECTION: FLUSH AG7359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7359+STABILITY: SURFACE MOTION AG7359 AG7359 HISTORY - Date Condition Report By AG7359 HISTORY - 1977 MONUMENTED FL-103 AG7359 HISTORY - 1978 GOOD FL-103 AG7359 AG7359 STATION DESCRIPTION AG7359 AG7359'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 (DF) AG7359'THE STATION IS LOCATED WEST OF THE ST. PETERSBURG/CLEARWATER AIRPORT AG7359'AT THE NORTHEAST CORNER OF A BRIDGE OVER THE CROSS BAYOU CANAL, AG7359'IN SECTION 33, TOWNSHIP 29 SOUTH, RANGE 16 EAST. AG7359' AG7359'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE ROUTE AG7359'686 (EAST BAY DRIVE), GO EAST ON STATE ROUTE 686 (ALSO KNOWN AS AG7359'ROOSEVELT BOULEVARD) FOR 1.25 MILES TO A TURN TO THE RIGHT IN A AG7359'SOUTHEAST DIRECTION. CONTINUE SOUTHEAST ON ROOSEVELT BOULEVARD AG7359'FOR .80 MILE TO THE INTERSECTION OF 49TH STREET N. (DISSTON AG7359'BOULEVARD). TURN LEFT AND GO NORTH ON 49TH STREET N. FOR .10 AG7359'MILE TO THE BRIDGE OVER THE CROSS BAYOU CANAL. STATION IS AT AG7359'THE NORTHEAST CORNER OF THE BRIDGE AS DESCRIBED. AG7359' AG7359'BRONZE DISK STAMPED JORDAN K SET IN TOP OF A 12-INCH DIAMETER AG7359'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG7359' AG7359'IT IS 29.3 FEET EAST OF A TELEPHONE POLE (NUMBER 15300), 12.6 AG7359'FEET NORTH OF THE NORTHEAST CORNER OF THE BRIDGE, 12.3 FEET EAST AG7359'OF CENTER OF 49TH STREET N. (DISSTON BOULEVARD). AG7359' AG7359'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG7359 AG7359 STATION RECOVERY (1978) AG7359 AG7359'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978 AG7359'2.1 MI EAST FROM LARGO. AG7359'2.0 MILES EAST ALONG STATE ROUTE S-686 FROM THE INTERSECTION OF AG7359'U.S. HIGHWAY 19 AND STATE ROUTE S-686 (EAST BAY DRIVE) TO THE AG7359'JUNCTION OF 49TH STREET NORTH, THENCE 0.15 MILE NORTH TO STATION AG7359'ON RIGHT, 11.8 FEET NORTH OF THE NORTHEAST END OF BRIDGE, 12.6 FEET AG7359'EAST OF THE CENTERLINE OF ROAD, 29.4 FEET EAST-NORTHEAST OF THE AG7359'TELEPHONE POLE NO 15300, AND 1.0 FOOT EAST OF A GUARD RAIL. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL6293 *********************************************************************** AL6293 DESIGNATION - K 102 RESET 1950 AL6293 PID - AL6293 AL6293 STATE/COUNTY- FL/PINELLAS AL6293 USGS QUAD - OLDSMAR (1987) AL6293 AL6293 *CURRENT SURVEY CONTROL AL6293 ___________________________________________________________________ AL6293* NAD 83(1986)- 28 04 03. (N) 082 43 23. (W) SCALED AL6293* NAVD 88 - 8.80 (meters) 28.9 (feet) RESET AL6293 ___________________________________________________________________ AL6293 GEOID HEIGHT- -24.83 (meters) GEOID99 AL6293 AL6293 VERT ORDER - THIRD AL6293 AL6293.The horizontal coordinates were scaled from a topographic map and have AL6293.an estimated accuracy of +/- 6 seconds. AL6293 AL6293.The orthometric height was computed from unverified reset data. AL6293.No vertical observational check was made to the station. AL6293 AL6293.The geoid height was determined by GEOID99. AL6293 AL6293; North East Units Estimated Accuracy AL6293;SPC FL W - 413,900. 128,930. MT (+/- 180 meters Scaled) AL6293 AL6293 SUPERSEDED SURVEY CONTROL AL6293 AL6293 NGVD 29 - 9.06 (m) 29.7 (f) RESET 3 AL6293 AL6293.Superseded values are not recommended for survey control. AL6293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL6293.See file dsdata.txt to determine how the superseded data were derived. AL6293 AL6293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM306058(NAD 83) AL6293_MARKER: DB = BENCH MARK DISK AL6293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL6293_STAMPING: K 102 1942 RESET 1950 AL6293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL6293+STABILITY: SURFACE MOTION AL6293 AL6293 HISTORY - Date Condition Report By AL6293 HISTORY - 1950 MONUMENTED CGS AL6293 HISTORY - 1959 GOOD NGS AL6293 AL6293 STATION DESCRIPTION AL6293 AL6293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 AL6293'4 MI NW FROM OLDSMAR. AL6293'4.0 MILES NORTHWEST ALONG STATE HIGHWAY 584 FROM ITS JUNCTION AL6293'WITH BAYVIEW BOULEVARD AT OLDSMAR AT A JUNCTION WITH PINELLAS AL6293'COUNTY ROAD 90, 363 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY, AL6293'17 FT. EAST OF THE CENTER LINE OF THE ROAD, 5.5 FT. SOUTH OF AL6293'POWER POLE 12A2970R, 1.4 FT. NORTH OF A STEEL WITNESS POST SET AL6293'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE AL6293'GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5332 *********************************************************************** AG5332 DESIGNATION - L 40 AG5332 PID - AG5332 AG5332 STATE/COUNTY- FL/PINELLAS AG5332 USGS QUAD - ST PETERSBURG (1987) AG5332 AG5332 *CURRENT SURVEY CONTROL AG5332 ___________________________________________________________________ AG5332* NAD 83(1986)- 27 51 58. (N) 082 37 39. (W) SCALED AG5332* NAVD 88 - 1.065 (meters) 3.49 (feet) ADJUSTED AG5332 ___________________________________________________________________ AG5332 GEOID HEIGHT- -24.56 (meters) GEOID99 AG5332 DYNAMIC HT - 1.063 (meters) 3.49 (feet) COMP AG5332 MODELED GRAV- 979,181.4 (mgal) NAVD 88 AG5332 AG5332 VERT ORDER - FIRST CLASS II AG5332 AG5332.The horizontal coordinates were scaled from a topographic map and have AG5332.an estimated accuracy of +/- 6 seconds. AG5332 AG5332.The orthometric height was determined by differential leveling AG5332.and adjusted by the National Geodetic Survey in June 1991. AG5332.WARNING-Repeat measurements at this control monument indicate possible AG5332.vertical movement. AG5332 AG5332.The geoid height was determined by GEOID99. AG5332 AG5332.The dynamic height is computed by dividing the NAVD 88 AG5332.geopotential number by the normal gravity value computed on the AG5332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5332.degrees latitude (g = 980.6199 gals.). AG5332 AG5332.The modeled gravity was interpolated from observed gravity values. AG5332 AG5332; North East Units Estimated Accuracy AG5332;SPC FL W - 391,530. 138,210. MT (+/- 180 meters Scaled) AG5332 AG5332 SUPERSEDED SURVEY CONTROL AG5332 AG5332 NGVD 29 - 1.330 (m) 4.36 (f) ADJ UNCH 1 2 AG5332 AG5332.Superseded values are not recommended for survey control. AG5332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5332.See file dsdata.txt to determine how the superseded data were derived. AG5332 AG5332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL397834(NAD 83) AG5332_MARKER: DB = BENCH MARK DISK AG5332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG5332_STAMPING: L 40 1933 4.350 AG5332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5332+STABILITY: SURFACE MOTION AG5332 AG5332 HISTORY - Date Condition Report By AG5332 HISTORY - 1933 MONUMENTED CGS AG5332 HISTORY - 1958 GOOD NGS AG5332 HISTORY - 1966 MARK NOT FOUND NGS AG5332 HISTORY - 19990209 MARK NOT FOUND USPSQD AG5332 HISTORY - 20010331 MARK NOT FOUND NGS AG5332 AG5332 STATION DESCRIPTION AG5332 AG5332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AG5332'0.8 MI E FROM ST PETERSBURG. AG5332'0.8 MILE EAST ALONG GANDY BOULEVARD FROM ITS JUNCTION WITH 4TH AG5332'STREET AT THE NORTHEAST CORNER OF ST. PETERSBURG, ABOUT 200 YARDS AG5332'NORTH OF THE GRANDSTAND AT THE DERBY LANE DOG TRACK, 48 FT. AG5332'SOUTH OF THE CENTER LINE OF GANDY BOULEVARD 43 FT. WEST OF THE AG5332'CENTER LINE OF A DRIVEWAY LEADING TO THE DOG TRACK, 5.3 FT. NORTH AG5332'NORTHWEST OF A WHITE WOODEN WITNESS POST, 6 FT. EAST OF A FIRE AG5332'HYDRANT, 15.5 FT. WEST OF A LIGHT POST, 11 FT. SOUTHWEST OF A AG5332'TELEPHONE POLE, 12 FT. EAST NORTHEAST OF A 6 INCH PALM TREE, SET AG5332'IN THE TOP OF A CONCRETE POST WHICH IS 0.3 FT. BELOW THE TOP OF AG5332'GROUND. NOTE-- A STEEL WITNESS POST WAS SET 1.3 FEET WEST OF THE AG5332'MARK. AG5332 AG5332 STATION RECOVERY (1966) AG5332 AG5332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 AG5332'MARK NOT FOUND. AG5332 AG5332 STATION RECOVERY (1999) AG5332 AG5332'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5332'MARK NOT FOUND. AG5332 AG5332 STATION RECOVERY (2001) AG5332 AG5332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5332'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7365 *********************************************************************** AG7365 DESIGNATION - LEALMAN O AZ 1 AG7365 PID - AG7365 AG7365 STATE/COUNTY- FL/PINELLAS AG7365 USGS QUAD - ST PETERSBURG (1987) AG7365 AG7365 *CURRENT SURVEY CONTROL AG7365 ___________________________________________________________________ AG7365* NAD 83(1990)- 27 50 20.55798(N) 082 43 26.26786(W) ADJUSTED AG7365* NAVD 88 - 4.48 (+/-2cm) 14.7 (feet) VERTCON AG7365 ___________________________________________________________________ AG7365 LAPLACE CORR- -1.65 (seconds) DEFLEC99 AG7365 GEOID HEIGHT- -24.36 (meters) GEOID99 AG7365 AG7365 HORZ ORDER - SECOND AG7365 VERT ORDER - THIRD (See Below) AG7365 AG7365.The horizontal coordinates were established by classical geodetic methods AG7365.and adjusted by the National Geodetic Survey in May 1991. AG7365 AG7365.The NAVD 88 height was computed by applying the VERTCON shift value to AG7365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7365.The vertical order pertains to the superseded datum. AG7365 AG7365.The Laplace correction was computed from DEFLEC99 derived deflections. AG7365 AG7365.The geoid height was determined by GEOID99. AG7365 AG7365; North East Units Scale Converg. AG7365;SPC FL W - 388,583.579 128,687.206 MT 1.00000392 -0 20 17.2 AG7365;UTM 17 - 3,080,565.613 330,229.837 MT 0.99995576 -0 48 19.0 AG7365 AG7365|---------------------------------------------------------------------| AG7365| PID Reference Object Distance Geod. Az | AG7365| dddmmss.s | AG7365| AG0666 LEALMAN O 332.430 METERS 08750 | AG7365| AG0937 SKYVIEW L 470.100 METERS 2735132.9 | AG7365|---------------------------------------------------------------------| AG7365 AG7365 SUPERSEDED SURVEY CONTROL AG7365 AG7365 NAD 83(1986)- 27 50 20.56395(N) 082 43 26.28015(W) AD( ) 2 AG7365 NAD 27 - 27 50 19.47542(N) 082 43 26.91865(W) AD( ) 2 AG7365 NGVD 29 - 4.75 (m) 15.6 (f) RESET 3 AG7365 AG7365.Superseded values are not recommended for survey control. AG7365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7365.See file dsdata.txt to determine how the superseded data were derived. AG7365 AG7365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3023080566(NAD 83) AG7365_MARKER: DB = BENCH MARK DISK AG7365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7365_STAMPING: LEALMAN O AZ 1 AG7365_PROJECTION: FLUSH AG7365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7365+STABILITY: SURFACE MOTION AG7365 AG7365 HISTORY - Date Condition Report By AG7365 HISTORY - 1978 MONUMENTED FL-103 AG7365 HISTORY - 1978 GOOD FL-103 AG7365 HISTORY - 1983 GOOD USPSQD AG7365 HISTORY - 1989 GOOD USPSQD AG7365 HISTORY - 19981103 GOOD USPSQD AG7365 AG7365 STATION DESCRIPTION AG7365 AG7365'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978 AG7365'IN PINELLAS PARK. AG7365'0.30 MILE EASTERLY ALONG STATE ROUTE 694 FROM THE INTERSECTION AG7365'OF STATE ROUTE 694 (74TH AVE. N./PARK BLVD.) AND U.S. HIGHWAY AG7365'A19A (STATE ROUTE 693/66TH STREET) TO 64TH STREET NORTH, 46.2 AG7365'FEET SOUTH OF THE CENTERLINE OF 74TH AVENUE NORTH, 33.0 FEET AG7365'WEST OF THE CENTERLINE OF 64TH STREET, 34.5 FEET NORTHEAST AG7365'OF THE NORTHEAST CORNER OF A 1-STORY BRICK BUILDING, 1.6 FEET AG7365'NORTH OF THE FACE OD SIDEWALK, AND 1.7 FEET SOUTH OF THE BACK AG7365'OF CURB. AG7365 AG7365 STATION RECOVERY (1978) AG7365 AG7365'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978 (DF) AG7365'THE STATION IS LOCATED IN THE CENTRAL PORTION OF THE TOWN OF AG7365'PINELLAS PARK, ABOUT 1.75 MILES NORTHWEST OF KENNETH CITY, IN AG7365'SECTION 29, TOWNSHIP 30 SOUTH, RANGE 16 EAST. AG7365' AG7365'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND S.R. 694 (PARK AG7365'BOULEVARD AND/OR 74TH AVENUE N.), GO WEST ON PARK BOULEVARD FOR AG7365'2.75 MILES TO THE INTERSECTION OF 64TH STREET N. STATION IS IN AG7365'THE SOUTHWEST CORNER OF THE INTERSECTION AS DESCRIBED. AG7365' AG7365'BRONZE DISK STAMPED LEALMAN O-AZ-1 SET IN TOP OF A 12-INCH AG7365'DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE AG7365'GROUND. AG7365' AG7365'IT IS ABOUT 34.5 FT. NORTHEAST OF THE NORTHEAST CORNER OF THE AG7365'FAMOUS RECIPE RESTAURANT, 33.00 FT. WEST OF THE CENTER OF 64TH AG7365'STREET N., 19.00 FT. SOUTH OF THE CENTER OF THE EAST-BOUND LANES AG7365'OF 74TH AVENUE N., AND IS SET BETWEEN THE SIDEWALK AND THE AG7365'CURBING. AG7365' AG7365'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER. AG7365 AG7365 STATION RECOVERY (1983) AG7365 AG7365'RECOVERY NOTE BY US POWER SQUADRON 1983 (GGH) AG7365'LEALMAN O-AZ-1 MARK FOUND AND IN GOOD CONDITION. ALL LOCATION AG7365'REFERENCE POINTS ARE VALID AND UNCHANGED - NEW POINT 14 FT NW OF AG7365'A NEW FIRE HYDRANT. AG7365 AG7365 STATION RECOVERY (1989) AG7365 AG7365'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW) AG7365'RECOVERED IN GOOD CONDITION. AG7365 AG7365 STATION RECOVERY (1998) AG7365 AG7365'RECOVERY NOTE BY US POWER SQUADRON 1998 AG7365'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7360 *********************************************************************** AG7360 DESIGNATION - MENORAH G RESET AG7360 PID - AG7360 AG7360 STATE/COUNTY- FL/PINELLAS AG7360 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG7360 AG7360 *CURRENT SURVEY CONTROL AG7360 ___________________________________________________________________ AG7360* NAD 83(1986)- 27 44 53. (N) 082 42 52. (W) SCALED AG7360* NAVD 88 - 3.22 (+/-2cm) 10.6 (feet) VERTCON AG7360 ___________________________________________________________________ AG7360 GEOID HEIGHT- -24.26 (meters) GEOID99 AG7360 AG7360 VERT ORDER - THIRD (See Below) AG7360 AG7360.The horizontal coordinates were scaled from a topographic map and have AG7360.an estimated accuracy of +/- 6 seconds. AG7360 AG7360.The NAVD 88 height was computed by applying the VERTCON shift value to AG7360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7360.The vertical order pertains to the superseded datum. AG7360 AG7360.The geoid height was determined by GEOID99. AG7360 AG7360; North East Units Estimated Accuracy AG7360;SPC FL W - 378,500. 129,570. MT (+/- 180 meters Scaled) AG7360 AG7360 SUPERSEDED SURVEY CONTROL AG7360 AG7360 NGVD 29 - 3.49 (m) 11.5 (f) RESET 3 AG7360 AG7360.Superseded values are not recommended for survey control. AG7360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7360.See file dsdata.txt to determine how the superseded data were derived. AG7360 AG7360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL310704(NAD 83) AG7360_MARKER: DB = BENCH MARK DISK AG7360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7360_STAMPING: MENORAH G AG7360_PROJECTION: FLUSH AG7360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7360+STABILITY: SURFACE MOTION AG7360 AG7360 HISTORY - Date Condition Report By AG7360 HISTORY - 1979 MONUMENTED FL-103 AG7360 AG7360 STATION DESCRIPTION AG7360 AG7360'DESCRIBED BY PINELLAS COUNTY FLORIDA 1979 AG7360'IN GULFPORT. AG7360'2.1 MILES NORTHERLY ALONG U.S. HIGHWAY 19 FROM THE INTERSECTION AG7360'OF U.S. HIGHWAY 19 (34TH STREET SOUTH) AND PINELLAS BAYWAY (54TH AG7360'AVENUE AND ALT 19A) TO THE INTERSECTION OF 22ND AVENUE SOUTH, AG7360'THENCE 2.25 MILES SOUTH ON 22ND AVENUE SOUTH TO A T-JUNCTION AG7360'OF HORAN WAY SOUTH, 24.8 FEET SOUTH OF THE CENTERLINE OF AG7360'GULFPORT BLVD, 70.0 FEET EAST-NORTHEAST OF THE CENTERLINE OF AG7360'HORAN WAY SOUTH, 52.8 FEET NORTHWEST OF A 15-INCH PINE TREE, AG7360'18.9 FEET NORTH OF A 12-INCH PALM TREE, AND 15.2 FEET NORTH OF AG7360'A STRONGBACK NO 1A-27379R. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7346 *********************************************************************** AG7346 DESIGNATION - MENORAH P RESET AG7346 PID - AG7346 AG7346 STATE/COUNTY- FL/PINELLAS AG7346 USGS QUAD - ST PETERSBURG (1987) AG7346 AG7346 *CURRENT SURVEY CONTROL AG7346 ___________________________________________________________________ AG7346* NAD 83(1986)- 27 47 43. (N) 082 41 59. (W) SCALED AG7346* NAVD 88 - 14.63 (+/-2cm) 48.0 (feet) VERTCON AG7346 ___________________________________________________________________ AG7346 GEOID HEIGHT- -24.33 (meters) GEOID99 AG7346 AG7346 VERT ORDER - THIRD (See Below) AG7346 AG7346.The horizontal coordinates were scaled from a topographic map and have AG7346.an estimated accuracy of +/- 6 seconds. AG7346 AG7346.The NAVD 88 height was computed by applying the VERTCON shift value to AG7346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7346.The vertical order pertains to the superseded datum. AG7346 AG7346.The geoid height was determined by GEOID99. AG7346 AG7346; North East Units Estimated Accuracy AG7346;SPC FL W - 383,720. 131,050. MT (+/- 180 meters Scaled) AG7346 AG7346 SUPERSEDED SURVEY CONTROL AG7346 AG7346 NGVD 29 - 14.90 (m) 48.9 (f) RESET 3 AG7346 AG7346.Superseded values are not recommended for survey control. AG7346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7346.See file dsdata.txt to determine how the superseded data were derived. AG7346 AG7346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL325756(NAD 83) AG7346_MARKER: DB = BENCH MARK DISK AG7346_SETTING: 30 = TRAFFIC ISLAND AG7346_STAMPING: MENORAH P AG7346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG7346 AG7346 HISTORY - Date Condition Report By AG7346 HISTORY - 1978 MONUMENTED FL-103 AG7346 AG7346 STATION DESCRIPTION AG7346 AG7346'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978 AG7346'IN ST PETERSBURG. AG7346'1.25 MILES NORTHERLY ALONG 49TH STREET FROM THE INTERSECTION AG7346'OF U.S. HIGHWAY 19 AND STATE ROUTE S 691 (49TH STREET) TO AG7346'25TH AVENUE NORTH, IN TOP OF THE CONCRETE TRAFFIC ISLAND, 7.4 AG7346'FEET WEST OF THE EXTENDED CENTERLINE OF 49TH STREET NORTH, AG7346'29.7 FEET NORTH OF THE EXTENDED CENTERLINE OF 25TH AVENUE NORTH, AG7346'31.1 FEET SOUTH-SOUTHWEST OF A POWER AND LIGHT POLE, NUMBER AG7346'1-68214, 6.6 FEET EAST OF FACE OF CURB, 77.0 FEET NORTH OF AN AG7346'18-INCH OAK TREE, AND 8.5 FEET NORTH OF THE FACE OF CURB. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5271 *********************************************************************** AG5271 DESIGNATION - N 22 FLHD AG5271 PID - AG5271 AG5271 STATE/COUNTY- FL/PINELLAS AG5271 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG5271 AG5271 *CURRENT SURVEY CONTROL AG5271 ___________________________________________________________________ AG5271* NAD 83(1986)- 27 39 46. (N) 082 43 28. (W) SCALED AG5271* NAVD 88 - 1.566 (meters) 5.14 (feet) ADJUSTED AG5271 ___________________________________________________________________ AG5271 GEOID HEIGHT- -24.19 (meters) GEOID99 AG5271 DYNAMIC HT - 1.564 (meters) 5.13 (feet) COMP AG5271 MODELED GRAV- 979,164.6 (mgal) NAVD 88 AG5271 AG5271 VERT ORDER - FIRST CLASS II AG5271 AG5271.The horizontal coordinates were scaled from a topographic map and have AG5271.an estimated accuracy of +/- 6 seconds. AG5271 AG5271.The orthometric height was determined by differential leveling AG5271.and adjusted by the National Geodetic Survey in June 1991. AG5271 AG5271.The geoid height was determined by GEOID99. AG5271 AG5271.The dynamic height is computed by dividing the NAVD 88 AG5271.geopotential number by the normal gravity value computed on the AG5271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5271.degrees latitude (g = 980.6199 gals.). AG5271 AG5271.The modeled gravity was interpolated from observed gravity values. AG5271 AG5271; North East Units Estimated Accuracy AG5271;SPC FL W - 369,050. 128,530. MT (+/- 180 meters Scaled) AG5271 AG5271 SUPERSEDED SURVEY CONTROL AG5271 AG5271 NGVD 29 - 1.857 (m) 6.09 (f) ADJ UNCH 1 2 AG5271 AG5271.Superseded values are not recommended for survey control. AG5271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5271.See file dsdata.txt to determine how the superseded data were derived. AG5271 AG5271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL299610(NAD 83) AG5271_MARKER: DD = SURVEY DISK AG5271_SETTING: 30 = CONCRETE STRUCTURE AG5271_STAMPING: N 22 AG5271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG5271 AG5271 HISTORY - Date Condition Report By AG5271 HISTORY - UNK MONUMENTED FLHD AG5271 HISTORY - 1972 GOOD NGS AG5271 HISTORY - 1974 GOOD LOCENG AG5271 HISTORY - 19991129 GOOD USPSQD AG5271 HISTORY - 20000202 GOOD USPSQD AG5271 HISTORY - 20010331 GOOD NGS AG5271 AG5271 STATION DESCRIPTION AG5271 AG5271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 AG5271'11.9 MI SW FROM ST PETERSBURG. AG5271'ABOUT 2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND AG5271'THE INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST. PETERSBURG, AG5271'THENCE 3.6 MILES SOUTH ALONG U.S. HIGHWAY 19 (34TH STREET), AG5271'THENCE 2.3 MILES WEST ALONG PINELLAS BAYWAY, THENCE 3.5 MILES SOUTH AG5271'ALONG PINELLAS BAYWAY, EAST AND ACROSS THE HIGHWAY FROM THE SOUTH AG5271'END OF THE TIERRE VERDE GOLF COURSE AND COUNTRY CLUB, 80 FEET AG5271'NORTHEAST OF THE CENTER OF A CROSS-OVER BETWEEN THE EAST AND THE AG5271'WEST TRAFFIC LANES OF THE HIGHWAY, 17 FEET EAST OF THE CENTER LINE AG5271'OF THE TWO EAST TRAFFIC LANES OF THE HIGHWAY, SET IN THE TOP OF A AG5271'CONCRETE STRUCTURE FOR A MANHOLE, 3.0 FEET EAST OF THE EAST CURB AG5271'OF THE HIGHWAY, 1.9 FEET SOUTHEAST OF THE CENTER OF A METAL MANHOLE AG5271'COVER, 0.4 FEET WEST OF THE EAST EDGE OF THE CONCRETE STRUCTURE, AG5271'AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY. AG5271 AG5271 STATION RECOVERY (1974) AG5271 AG5271'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 AG5271'RECOVERED IN GOOD CONDITION. AG5271 AG5271 STATION RECOVERY (1999) AG5271 AG5271'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5271'RECOVERED IN GOOD CONDITION. AG5271 AG5271 STATION RECOVERY (2000) AG5271 AG5271'RECOVERY NOTE BY US POWER SQUADRON 2000 AG5271'RECOVERED IN GOOD CONDITION. AG5271 AG5271 STATION RECOVERY (2001) AG5271 AG5271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5271'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5272 *********************************************************************** AG5272 DESIGNATION - N 23 FLHD AG5272 PID - AG5272 AG5272 STATE/COUNTY- FL/PINELLAS AG5272 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG5272 AG5272 *CURRENT SURVEY CONTROL AG5272 ___________________________________________________________________ AG5272* NAD 83(1986)- 27 39 04. (N) 082 42 57. (W) SCALED AG5272* NAVD 88 - 4.605 (meters) 15.11 (feet) ADJUSTED AG5272 ___________________________________________________________________ AG5272 GEOID HEIGHT- -24.20 (meters) GEOID99 AG5272 DYNAMIC HT - 4.598 (meters) 15.09 (feet) COMP AG5272 MODELED GRAV- 979,162.9 (mgal) NAVD 88 AG5272 AG5272 VERT ORDER - FIRST CLASS II AG5272 AG5272.The horizontal coordinates were scaled from a topographic map and have AG5272.an estimated accuracy of +/- 6 seconds. AG5272 AG5272.The orthometric height was determined by differential leveling AG5272.and adjusted by the National Geodetic Survey in June 1991. AG5272 AG5272.The geoid height was determined by GEOID99. AG5272 AG5272.The dynamic height is computed by dividing the NAVD 88 AG5272.geopotential number by the normal gravity value computed on the AG5272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5272.degrees latitude (g = 980.6199 gals.). AG5272 AG5272.The modeled gravity was interpolated from observed gravity values. AG5272 AG5272; North East Units Estimated Accuracy AG5272;SPC FL W - 367,750. 129,370. MT (+/- 180 meters Scaled) AG5272 AG5272 SUPERSEDED SURVEY CONTROL AG5272 AG5272 NGVD 29 - 4.896 (m) 16.06 (f) ADJ UNCH 1 2 AG5272 AG5272.Superseded values are not recommended for survey control. AG5272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5272.See file dsdata.txt to determine how the superseded data were derived. AG5272 AG5272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL307597(NAD 83) AG5272_MARKER: DD = SURVEY DISK AG5272_SETTING: 30 = CONCRETE STRUCTURE AG5272_STAMPING: N 23 AG5272_MARK LOGO: SRD AG5272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG5272 AG5272 HISTORY - Date Condition Report By AG5272 HISTORY - UNK MONUMENTED FLHD AG5272 HISTORY - 1972 GOOD NGS AG5272 HISTORY - 1982 GOOD FLDNR AG5272 HISTORY - 19991129 GOOD USPSQD AG5272 HISTORY - 20000202 GOOD USPSQD AG5272 HISTORY - 20010331 GOOD NGS AG5272 AG5272 STATION DESCRIPTION AG5272 AG5272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 AG5272'13 MI SW FROM ST PETERSBURG. AG5272'ABOUT 2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND AG5272'THE INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST. PETERSBURG, AG5272'THENCE 3.6 MILES SOUTH ALONG U.S. HIGHWAY 19 (34TH STREET), AG5272'THENCE 2.3 MILES WEST ALONG PINELLAS BAYWAY, THENCE 4.55 MILES AG5272'SOUTH ALONG PINELLAS BAYWAY, 0.2 MILE SOUTH OF A TOLL PLAZA, AT THE AG5272'NORTHEAST CORNER OF A LONG CONCRETE HIGHWAY BRIDGE, 14 FEET EAST OF AG5272'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE CONCRETE BASE AG5272'FOR A METAL GUARD RAIL THAT BORDERS THE WEST EDGE OF A WALKWAY AG5272'THAT IS ON THE EAST SIDE OF THE BRIDGE, 14.7 FEET SOUTH OF THE AG5272'NORTH END OF THE CONCRETE BASE, 4.0 FEET WEST OF THE EAST CONCRETE AG5272'GUARD RAIL ON THE BRIDGE, 0.5 FEET WEST OF THE METAL GUARD RAIL, AG5272'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY. AG5272 AG5272 STATION RECOVERY (1982) AG5272 AG5272'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG5272'RECOVERED IN GOOD CONDITION. AG5272 AG5272 STATION RECOVERY (1999) AG5272 AG5272'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5272'RECOVERED IN GOOD CONDITION. AG5272 AG5272 STATION RECOVERY (2000) AG5272 AG5272'RECOVERY NOTE BY US POWER SQUADRON 2000 AG5272'RECOVERED IN GOOD CONDITION. AG5272 AG5272 STATION RECOVERY (2001) AG5272 AG5272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5272'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7352 *********************************************************************** AG7352 DESIGNATION - NEWPORT H RESET AG7352 PID - AG7352 AG7352 STATE/COUNTY- FL/PINELLAS AG7352 USGS QUAD - SAFETY HARBOR (1956) AG7352 AG7352 *CURRENT SURVEY CONTROL AG7352 ___________________________________________________________________ AG7352* NAD 83(1986)- 27 55 51. (N) 082 43 04. (W) SCALED AG7352* NAVD 88 - 3.27 (+/-2cm) 10.7 (feet) VERTCON AG7352 ___________________________________________________________________ AG7352 GEOID HEIGHT- -24.55 (meters) GEOID99 AG7352 AG7352 VERT ORDER - THIRD (See Below) AG7352 AG7352.The horizontal coordinates were scaled from a topographic map and have AG7352.an estimated accuracy of +/- 6 seconds. AG7352 AG7352.The NAVD 88 height was computed by applying the VERTCON shift value to AG7352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7352.The vertical order pertains to the superseded datum. AG7352 AG7352.The geoid height was determined by GEOID99. AG7352 AG7352; North East Units Estimated Accuracy AG7352;SPC FL W - 398,750. 129,360. MT (+/- 180 meters Scaled) AG7352 AG7352 SUPERSEDED SURVEY CONTROL AG7352 AG7352 NGVD 29 - 3.53 (m) 11.6 (f) RESET 3 AG7352 AG7352.Superseded values are not recommended for survey control. AG7352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7352.See file dsdata.txt to determine how the superseded data were derived. AG7352 AG7352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL309907(NAD 83) AG7352_MARKER: DB = BENCH MARK DISK AG7352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7352_STAMPING: NEWPORT H AG7352_MARK LOGO: FL-103 AG7352_PROJECTION: FLUSH AG7352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7352+STABILITY: SURFACE MOTION AG7352 AG7352 HISTORY - Date Condition Report By AG7352 HISTORY - 1978 MONUMENTED FL-103 AG7352 HISTORY - 1984 GOOD USPSQD AG7352 AG7352 STATION DESCRIPTION AG7352 AG7352'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978 AG7352'2.85 MI SE FROM CLEARWATER. AG7352'2.05 MILES SOUTHERLY ALONG U.S. HIGHWAY 19 FROM THE INTERSECTION AG7352'OF U.S. HIGHWAY 19 AND STATE ROUTE 60 (GULF-TO-BAY BLVD.) TO A AG7352'T-JUNCTION WITH COUNTY ROAD 118, THENCE GO LEFT ON COUNTY ROAD 118 AG7352'AND GO EASTERLY FOR 0.8 MILE TO A T-JUNCTION WITH WHITNEY ROAD, AG7352'12.0 FEET NORTH OF THE CENTERLINE COUNTY ROAD 118, 1.0 FOOT EAST AG7352'OF THE EXTENDED CENTERLINE OF WHITNEY ROAD, 49.0 FEET NORTHEAST AG7352'OF A TELEPHONE POLE NO. 1800, AND 26.6 FEET SOUTHWEST OF POWERPOLE AG7352'NO. 2-23812. AG7352 AG7352 STATION RECOVERY (1984) AG7352 AG7352'RECOVERY NOTE BY US POWER SQUADRON 1984 (MRE) AG7352'NEWPORT H RECOVERED GOOD. AG7352' AG7352'GUARD STAKE AND MARKER ARE MISSING. AG7352' AG7352'POLE NO. 1800 MISSING (SEE NEWPORT G). POLE NO. 2-23812 MISSING. AG7352'STATION IS 15 FT SOUTH OF CHAINLINK FENCE AND DRAINAGE DITCH. AG7352'WHITNEY ROAD DEAD ENDS AT INTERSECTION WITH HAINES - BAY SHORE. AG7352'IF WHITNEY WERE TO BE EXTENDED NORTH THE ROADS CENTERLINE WOULD AG7352'PASS OVER STATION. TWO POWER POLES LOCATED ALONG CHAIN LINK FENCE. AG7352'STATION IS 28.3 FT, 245 DEG MAG. FROM POWER POLE WITH LIGHT AG7352'NO. 124752 AND 102 FT, 097 DEG MAG FROM POWER POLE NO. AG7352'124753. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7353 *********************************************************************** AG7353 DESIGNATION - NEWPORT J RESET AG7353 PID - AG7353 AG7353 STATE/COUNTY- FL/PINELLAS AG7353 USGS QUAD - SAFETY HARBOR (1956) AG7353 AG7353 *CURRENT SURVEY CONTROL AG7353 ___________________________________________________________________ AG7353* NAD 83(1986)- 27 55 24. (N) 082 43 03. (W) SCALED AG7353* NAVD 88 - 2.25 (+/-2cm) 7.4 (feet) VERTCON AG7353 ___________________________________________________________________ AG7353 GEOID HEIGHT- -24.54 (meters) GEOID99 AG7353 AG7353 VERT ORDER - THIRD (See Below) AG7353 AG7353.The horizontal coordinates were scaled from a topographic map and have AG7353.an estimated accuracy of +/- 6 seconds. AG7353 AG7353.The NAVD 88 height was computed by applying the VERTCON shift value to AG7353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7353.The vertical order pertains to the superseded datum. AG7353 AG7353.The geoid height was determined by GEOID99. AG7353 AG7353; North East Units Estimated Accuracy AG7353;SPC FL W - 397,920. 129,380. MT (+/- 180 meters Scaled) AG7353 AG7353 SUPERSEDED SURVEY CONTROL AG7353 AG7353 NGVD 29 - 2.52 (m) 8.3 (f) RESET 3 AG7353 AG7353.Superseded values are not recommended for survey control. AG7353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7353.See file dsdata.txt to determine how the superseded data were derived. AG7353 AG7353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL309898(NAD 83) AG7353_MARKER: DB = BENCH MARK DISK AG7353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7353_STAMPING: NEWPORT J AG7353_MARK LOGO: FL-103 AG7353_PROJECTION: FLUSH AG7353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7353+STABILITY: SURFACE MOTION AG7353 AG7353 HISTORY - Date Condition Report By AG7353 HISTORY - 1978 MONUMENTED FL-103 AG7353 HISTORY - 1983 GOOD LOCSUR AG7353 HISTORY - 1984 GOOD USPSQD AG7353 AG7353 STATION DESCRIPTION AG7353 AG7353'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978 AG7353'3.4 MI SE FROM CLEARWATER. AG7353'2.6 MILES SOUTHERLY ALONG U.S. HIGHWAY 19 FROM THE INTERSECTION OF AG7353'U.S. HIGHWAY 19 AND STATE ROUTE 60 (GULF-TO-BAY BLVD.) TO A AG7353'T-JUNCTION WITH WHITNEY ROAD, THENCE 0.8 MILE EASTERLY ON AG7353'WHITNEY ROAD TO A T-JUNCTION WITH 166TH AVENUE, 112.9 FEET AG7353'SOUTHEAST OF THE CENTERLINE OF WHITNEY ROAD, 18.0 FEET SOUTH AG7353'OF THE CENTERLINE OF 166TH AVENUE NORTH, 6.2 FEET WEST-NORTHWEST AG7353'OF THE SOUTHWEST CORNER OF A BOX CULVERT, 4.4 FEET NORTHEAST AG7353'OF A 15-INCH PALM TREE, AND 1.0 FOOT SOUTH OF THE BACK OF CURB. AG7353 AG7353 STATION RECOVERY (1983) AG7353 AG7353'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983 AG7353'RECOVERED IN GOOD CONDITION. AG7353 AG7353 STATION RECOVERY (1984) AG7353 AG7353'RECOVERY NOTE BY US POWER SQUADRON 1984 (MRE) AG7353'NEWPORT J RECOVERED GOOD. AG7353' AG7353'NO GUARD STAKE OR MARKER SIGN. AG7353' AG7353'STATION IS 6.2 FT NORTHWEST OF CONCRETE HEADWALL P.I. AND 3.0 FT AG7353'EAST OF A 24 INCH PALM TREE. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7354 *********************************************************************** AG7354 DESIGNATION - NEWPORT K RESET AG7354 PID - AG7354 AG7354 STATE/COUNTY- FL/PINELLAS AG7354 USGS QUAD - SAFETY HARBOR (1956) AG7354 AG7354 *CURRENT SURVEY CONTROL AG7354 ___________________________________________________________________ AG7354* NAD 83(1986)- 27 55 31. (N) 082 42 41. (W) SCALED AG7354* NAVD 88 - 3.74 (+/-2cm) 12.3 (feet) VERTCON AG7354 ___________________________________________________________________ AG7354 GEOID HEIGHT- -24.55 (meters) GEOID99 AG7354 AG7354 VERT ORDER - THIRD (See Below) AG7354 AG7354.The horizontal coordinates were scaled from a topographic map and have AG7354.an estimated accuracy of +/- 6 seconds. AG7354 AG7354.The NAVD 88 height was computed by applying the VERTCON shift value to AG7354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7354.The vertical order pertains to the superseded datum. AG7354 AG7354.The geoid height was determined by GEOID99. AG7354 AG7354; North East Units Estimated Accuracy AG7354;SPC FL W - 398,130. 129,980. MT (+/- 180 meters Scaled) AG7354 AG7354 SUPERSEDED SURVEY CONTROL AG7354 AG7354 NGVD 29 - 4.00 (m) 13.1 (f) RESET 3 AG7354 AG7354.Superseded values are not recommended for survey control. AG7354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7354.See file dsdata.txt to determine how the superseded data were derived. AG7354 AG7354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL316901(NAD 83) AG7354_MARKER: DB = BENCH MARK DISK AG7354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7354_STAMPING: NEWPORT K AG7354_PROJECTION: FLUSH AG7354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7354+STABILITY: SURFACE MOTION AG7354 AG7354 HISTORY - Date Condition Report By AG7354 HISTORY - 1978 MONUMENTED FL-103 AG7354 HISTORY - 1983 GOOD LOCSUR AG7354 HISTORY - 1984 GOOD USPSQD AG7354 AG7354 STATION DESCRIPTION AG7354 AG7354'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978 AG7354'1.6 MI NE FROM LARGO. AG7354'0.95 MILE EASTERLY ALONG STATE ROUTE S-686 FROM THE INTERSECTION AG7354'OF U.S. HIGHWAY 19 AND STATE ROUTE S-686 (EAST BAY DRIVE) TO AG7354'THE INTERSECTION OF 58TH STREET NORTH, THENCE LEFT ON 58TH STREET AG7354'NORTH AND GO NORTH FOR 0.55 MILE TO MARK ON LEFT, 34.8 FEET AG7354'NORTHWEST OF A 1-FOOT CONCRETE FENCE POST AT 2015 58TH STREET AG7354'NORTH, 63.4 FEET WEST OF POWERPOLE NO. 1-94363, 46.0 FEET EAST AG7354'OF POWERPOLE NO. 2-1092, 13.0 FEET NORTH-NORTHEAST OF POWERPOLE AG7354'NO 1-94362, AND 12.0 FEET WEST OF THE CENTERLINE OF 58TH STREET AG7354'NORTH. AG7354 AG7354 STATION RECOVERY (1983) AG7354 AG7354'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983 AG7354'RECOVERED IN GOOD CONDITION. AG7354 AG7354 STATION RECOVERY (1984) AG7354 AG7354'RECOVERY NOTE BY US POWER SQUADRON 1984 (MRE) AG7354'NEWPORT K RECOVERED GOOD. AG7354' AG7354'NO GUARD STAKE OR MARKER EVIDENT. AG7354' AG7354'STATION IS ON WEST SIDE OF 58TH ST N. OPPOSITE CENTERLINE OF WHITNEY AG7354'ROAD EXTENSION TO THE EAST. JUST SOUTH AND ADJACENT TO WHITNEY RD AG7354'EXT. IS A FARM SURROUNDED BY A BARBED WIRE FENCE. (2) 12 INCH X AG7354'12 INCH CORNER POSTS MARK DRIVEWAY ENTRANCE TO FARM. THE MOST AG7354'NORTHERLY POST ALSO MARKS NW CORNER OF FARM. STATION IS LOCATED AG7354'24.5 FT 280 DEG MAG FROM NW CORNER POST. STATION IS LOCATED 38.8 FT AG7354'305 DEG MAG FROM SOUTHERLY POST. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0740 *********************************************************************** AG0740 DESIGNATION - NOAA AG0740 PID - AG0740 AG0740 STATE/COUNTY- FL/PINELLAS AG0740 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0740 AG0740 *CURRENT SURVEY CONTROL AG0740 ___________________________________________________________________ AG0740* NAD 83(1990)- 27 42 30.33721(N) 082 44 15.27789(W) ADJUSTED AG0740* NAVD 88 - 2.078 (meters) 6.82 (feet) ADJUSTED AG0740 ___________________________________________________________________ AG0740 LAPLACE CORR- -1.59 (seconds) DEFLEC99 AG0740 GEOID HEIGHT- -24.20 (meters) GEOID99 AG0740 DYNAMIC HT - 2.075 (meters) 6.81 (feet) COMP AG0740 MODELED GRAV- 979,170.4 (mgal) NAVD 88 AG0740 AG0740 HORZ ORDER - FIRST AG0740 VERT ORDER - SECOND CLASS II AG0740 AG0740.The horizontal coordinates were established by classical geodetic methods AG0740.and adjusted by the National Geodetic Survey in May 1991. AG0740 AG0740.The orthometric height was determined by differential leveling AG0740.and adjusted by the National Geodetic Survey in June 1991. AG0740 AG0740.The Laplace correction was computed from DEFLEC99 derived deflections. AG0740 AG0740.The geoid height was determined by GEOID99. AG0740 AG0740.The dynamic height is computed by dividing the NAVD 88 AG0740.geopotential number by the normal gravity value computed on the AG0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0740.degrees latitude (g = 980.6199 gals.). AG0740 AG0740.The modeled gravity was interpolated from observed gravity values. AG0740 AG0740; North East Units Scale Converg. AG0740;SPC FL W - 374,117.319 127,259.320 MT 1.00000646 -0 20 34.7 AG0740;UTM 17 - 3,066,112.117 328,684.372 MT 0.99996227 -0 48 29.2 AG0740 AG0740: Primary Azimuth Mark Grid Az AG0740:SPC FL W - BLIND 340 18 14.5 AG0740:UTM 17 - BLIND 340 46 09.0 AG0740 AG0740|---------------------------------------------------------------------| AG0740| PID Reference Object Distance Geod. Az | AG0740| dddmmss.s | AG0740| AG0754 NOAA RM 1 22.569 METERS 08239 | AG0740| AG2513 FORT DESOTO PARK COUNTY TANK APPROX. 8.7 KM 1673449.5 | AG0740| AG0755 NOAA RM 2 21.864 METERS 33822 | AG0740| AG2767 ST PETERSBURG BCH COUNTY TANK APPROX. 5.8 KM 3382317.4 | AG0740| AG2564 ST PETERSBURG BCH ST JOHNS CH APPROX. 4.7 KM 3391554.6 | AG0740| AG0337 BLIND APPROX. 4.9 KM 3395739.8 | AG0740|---------------------------------------------------------------------| AG0740 AG0740 SUPERSEDED SURVEY CONTROL AG0740 AG0740 NAD 83(1986)- 27 42 30.34227(N) 082 44 15.29093(W) AD( ) 1 AG0740 NAD 27 - 27 42 29.23672(N) 082 44 15.92869(W) AD( ) 1 AG0740 NGVD 29 - 2.360 (m) 7.74 (f) ADJ UNCH 2 2 AG0740 AG0740.Superseded values are not recommended for survey control. AG0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0740.See file dsdata.txt to determine how the superseded data were derived. AG0740 AG0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2868466112(NAD 83) AG0740_MARKER: DS = TRIANGULATION STATION DISK AG0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0740_STAMPING: NOAA 1973 AG0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0740+STABILITY: SURFACE MOTION AG0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0740+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2001 AG0740 AG0740 HISTORY - Date Condition Report By AG0740 HISTORY - 1973 MONUMENTED NGS AG0740 HISTORY - 1975 GOOD FLDT AG0740 HISTORY - 1975 GOOD UFL AG0740 HISTORY - 1978 GOOD FL-103 AG0740 HISTORY - 19940416 GOOD USPSQD AG0740 HISTORY - 19990202 GOOD USPSQD AG0740 HISTORY - 20000130 MARK NOT FOUND USPSQD AG0740 HISTORY - 20010302 GOOD USPSQD AG0740 HISTORY - 20010331 GOOD NGS AG0740 AG0740 STATION DESCRIPTION AG0740 AG0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AG0740'THE STATION IS LOCATED 2-1/2 MILES SOUTHWEST OF GULFPORT, AG0740'1-3/4 MILES NORTH OF PASS-A-GRILLE CHANNEL, ON THE SOUTH END AG0740'OF ST PETERSBURG BEACH AND ON U.S. GOVERNMENT PROPERTY. AG0740' AG0740'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS A19A AG0740'AND 699 AT THE SOUTH EDGE OF ST PETERSBURG BEACH, GO SOUTH AG0740'ON HIGHWAY 699 FOR 0.1 MILE TO A SIDE ROAD RIGHT. TURN RIGHT AG0740'AND GO WEST ON 33RD AVENUE FOR 0.05 MILE TO THE END OF THE AG0740'ROAD AND THE STATION ON THE LEFT AS DESCRIBED. AG0740' AG0740'THE SURFACE AND UNDERGROUND MARKS, STAMPED NOAA 1973 ARE AG0740'STANDARD DISKS. THE SURFACE MARK IS SET IN A ROUND CONCRETE AG0740'MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 99 FEET WEST OF AG0740'THE CENTER OF EL CENTRO ROAD, 64 FEET SOUTHWEST OF THE WEST AG0740'END OF 33RD AVENUE, 37.5 FEET SOUTHWEST OF THE SOUTHWEST ONE AG0740'OF FIVE PALM TREES AND 22.5 FEET NORTHEAST OF AN 18-INCH PINE AG0740'TREE. AG0740' AG0740'REFERENCE MARK 1, STAMPED NOAA NO 1 1973 IS A STANDARD DISK AG0740'SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE AG0740'GROUND. IT IS 62.5 FEET SOUTH OF THE CENTER OF 33RD AVENUE, AG0740'53.5 FEET SOUTHWEST OF THE CENTER OF THE REAR DOOR TO THE NOAA AG0740'MARINE FISHERIES BUILDING, 35 FEET WEST OF THE CENTER OF AG0740'EL CENTRO ROAD, 28.1 FEET NORTHEAST OF POWER POLE NUMBER 99245 AG0740'AND 19 FEET NORTH OF A 2 FOOT HIGH CONCRETE WALL. AG0740' AG0740'REFERENCE MARK 2, STAMPED NOAA NO 2 1973 IS A STANDARD DISK AG0740'CEMENTED IN A DRILL HOLE IN A 2 FOOT HIGH CONCRETE WALL. IT AG0740'IS 42.5 FEET NORTHWEST OF THE SOUTHWEST ONE OF FIVE PALM TREES, AG0740'62 FEET WEST OF THE WEST END OF 33RD AVENUE AND 7.5 FEET AG0740'SOUTH OF A CHAIN LINK FENCE. AG0740' AG0740'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS. AG0740 AG0740 STATION RECOVERY (1975) AG0740 AG0740'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0740'AT ST PETERSBURG BCH. AG0740'TO REACH STATION FROM THE INTERSECTION OF PINELLAS BAYWAY AG0740'(35TH AVE.) AND GULF BLVD. (S.R. 699), RUN SOUTHERLY ALONG GULF AG0740'BLVD. FOR 0.1 MILE TO THE INTERSECTION OF A SIDE ROAD RIGHT AG0740'(33RD AVE.), THEN RUN WEST ALONG 33RD AVE. FOR 262.7 FT. STATION AG0740'ON LEFT, 75.0 FT. SOUTH FROM THE EXTENDED CENTERLINE OF 33RD AG0740'AVE., 99.0 FT. NW OF A POWER POLE NUMBER 9924-R, 109.0 FT. WEST AG0740'OF CENTERLINE OF EL CENTRO, 31.0 FT. SOUTH FROM SOUTH EDGE OF AG0740'A 4 FT CONCRETE SIDEWALK, 23.4 FT. NE OF AN 18 IN AUSTRALIAN AG0740'PINE TREE. SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE AG0740'GROUND. SECTION 7, T 32 S, R 16 E. AG0740 AG0740 STATION RECOVERY (1975) AG0740 AG0740'RECOVERY NOTE BY UNIVERSITY OF FLORIDA 1975 AG0740'STATION WAS RECOVERED IN GOOD CONDITION. MARKS WERE AG0740'ACCESSIBLE. PROPERTY OWNER WAS NOT CONTACTED. WITNESS POST AG0740'WAS SET 2 FEET EAST OF STATION MARK. AG0740 AG0740 STATION RECOVERY (1978) AG0740 AG0740'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978 AG0740'RECOVERED IN GOOD CONDITION. AG0740 AG0740 STATION RECOVERY (1994) AG0740 AG0740'RECOVERY NOTE BY US POWER SQUADRON 1994 AG0740'RECOVERED IN GOOD CONDITION. AG0740 AG0740 STATION RECOVERY (1999) AG0740 AG0740'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0740'RECOVERED IN GOOD CONDITION. AG0740 AG0740 STATION RECOVERY (2000) AG0740 AG0740'RECOVERY NOTE BY US POWER SQUADRON 2000 AG0740'MARK NOT FOUND. AG0740 AG0740 STATION RECOVERY (2001) AG0740 AG0740'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB) AG0740'ADD- STATION IS 1.3 FEET WEST OF WITNESS POST. AG0740 AG0740 STATION RECOVERY (2001) AG0740 AG0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0740'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0741 *********************************************************************** AG0741 TIDAL BM - This is a Tidal Bench Mark. AG0741 DESIGNATION - NOAA A AG0741 PID - AG0741 AG0741 STATE/COUNTY- FL/PINELLAS AG0741 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0741 AG0741 *CURRENT SURVEY CONTROL AG0741 ___________________________________________________________________ AG0741* NAD 83(1990)- 27 41 21.37833(N) 082 44 17.88186(W) ADJUSTED AG0741* NAVD 88 - 2.116 (meters) 6.94 (feet) ADJUSTED AG0741 ___________________________________________________________________ AG0741 LAPLACE CORR- -1.61 (seconds) DEFLEC99 AG0741 GEOID HEIGHT- -24.18 (meters) GEOID99 AG0741 DYNAMIC HT - 2.113 (meters) 6.93 (feet) COMP AG0741 MODELED GRAV- 979,168.2 (mgal) NAVD 88 AG0741 AG0741 HORZ ORDER - SECOND AG0741 VERT ORDER - SECOND CLASS I AG0741 AG0741.The horizontal coordinates were established by classical geodetic methods AG0741.and adjusted by the National Geodetic Survey in May 1991. AG0741 AG0741.The orthometric height was determined by differential leveling AG0741.and adjusted by the National Geodetic Survey in June 1991. AG0741.WARNING-Repeat measurements at this control monument indicate possible AG0741.vertical movement. AG0741 AG0741.This Tidal Bench Mark is designated as VM 12126 AG0741.by the Center for Operational Oceanographic Products and Services. AG0741 AG0741.The Laplace correction was computed from DEFLEC99 derived deflections. AG0741 AG0741.The geoid height was determined by GEOID99. AG0741 AG0741.The dynamic height is computed by dividing the NAVD 88 AG0741.geopotential number by the normal gravity value computed on the AG0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0741.degrees latitude (g = 980.6199 gals.). AG0741 AG0741.The modeled gravity was interpolated from observed gravity values. AG0741 AG0741; North East Units Scale Converg. AG0741;SPC FL W - 371,995.090 127,175.268 MT 1.00000661 -0 20 35.1 AG0741;UTM 17 - 3,063,990.733 328,583.103 MT 0.99996270 -0 48 28.6 AG0741 AG0741: Primary Azimuth Mark Grid Az AG0741:SPC FL W - NOAA 002 16 04.6 AG0741:UTM 17 - NOAA 002 43 58.1 AG0741 AG0741|---------------------------------------------------------------------| AG0741| PID Reference Object Distance Geod. Az | AG0741| dddmmss.s | AG0741| AG0740 NOAA APPROX. 2.1 KM 0015529.5 | AG0741| AG2536 NOAA A A PT 1973 7.583 METERS 05424 | AG0741| AG2775 MADERIA BEACH COUNTY TANK APPROX.13.9 KM 3341141.8 | AG0741| AG2767 ST PETERSBURG BCH COUNTY TANK APPROX. 7.8 KM 3443956.9 | AG0741| AG2754 ST PETERSBURG BCH CABLE TV TWR APPROX. 7.2 KM 3500717.9 | AG0741|---------------------------------------------------------------------| AG0741 AG0741 SUPERSEDED SURVEY CONTROL AG0741 AG0741 NAD 83(1986)- 27 41 21.38378(N) 082 44 17.89497(W) AD( ) 2 AG0741 NAD 27 - 27 41 20.27443(N) 082 44 18.53228(W) AD( ) 2 AG0741 NGVD 29 - 2.400 (m) 7.87 (f) ADJ UNCH 2 1 AG0741 AG0741.Superseded values are not recommended for survey control. AG0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0741.See file dsdata.txt to determine how the superseded data were derived. AG0741 AG0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2858363991(NAD 83) AG0741_MARKER: DD = SURVEY DISK AG0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0741_STAMPING: NOAA A AG0741_MARK LOGO: FL-103 AG0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0741+STABILITY: SURFACE MOTION AG0741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG0741+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2001 AG0741 AG0741 HISTORY - Date Condition Report By AG0741 HISTORY - 1973 MONUMENTED FL-103 AG0741 HISTORY - 1975 GOOD FLDT AG0741 HISTORY - 1982 GOOD FLDNR AG0741 HISTORY - 1983 GOOD FLDNR AG0741 HISTORY - 19990202 GOOD USPSQD AG0741 HISTORY - 20000130 GOOD USPSQD AG0741 HISTORY - 20010302 GOOD USPSQD AG0741 HISTORY - 20010331 GOOD NGS AG0741 AG0741 STATION DESCRIPTION AG0741 AG0741'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG0741'LOCATED AT PASS-A-GRILLE BEACH ON THE BEACH SIDE OF THE AG0741'REFRESHMENT CONCESSION STAND AT 10TH AVENUE. AG0741' AG0741'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND CENTRAL AG0741'AVENUE IN ST. PETERSBURG, GO SOUTH ON U.S. HIGHWAY 19 FOR 3.5 AG0741'MILES TO THE JUNCTION OF THE BAYWAY ON THE RIGHT. TURN RIGHT AG0741'AS PER SIGN FT. DE SOTO PARK AND GO WEST FOR 0.7 MILE TO A TOLL AG0741'BOOTH. CONTINUE WESTWARDLY FOR 1.35 MILES TO A SIDE ROAD LEFT AG0741'AND SIGN FORT DE SOTO PARK. CONTINUE WESTWARDLY FOR 1.4 MILES AG0741'TO THE JUNCTION OF GULF BOULEVARD. TURN LEFT AND GO SOUTH ON AG0741'GULF BOULEVARD (STATE ROUTE 699) FOR 1.4 MILES TO 10TH AG0741'AVENUE. TURN RIGHT AND GO WEST ON 10TH AVENUE FOR 0.1 MILE AG0741'TO GULF AVENUE AND PASS-A-GRILLE CONCESSION BUILDING ON THE AG0741'BEACH. STATION IS JUST NORTHWEST OF THE BUILDING AS AG0741'DESCRIBED. AG0741' AG0741'BRONZE DISK STAMPED NOAA-A SET IN THE TOP OF A 12 INCH DIAMETER AG0741'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. THE AG0741'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 AG0741'INCHES BELOW THE GROUND SURFACE. IT IS ABOUT 24 FEET SOUTHEAST AG0741'OF THE NORTHWEST CORNER OF A SEAWALL, 13 FEET WEST OF A SEAWALL, AG0741'AND 5 FEET NORTH OF THE NORTHWEST CORNER OF A PATIO. AG0741' AG0741'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0741 AG0741 STATION RECOVERY (1975) AG0741 AG0741'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0741'AT ST PETERSBURG BCH. AG0741'TO REACH STATION FROM THE INTERSECTION OF PINELLAS BAYWAY AG0741'(35TH AVE.) AND PASS-A-GRILLE WAY (GULF BLVD. AND/OR S.R. 699), AG0741'RUN SOUTHERLY ALONG PASS-A-GRILLE WAY FOR 1.5 MILE TO 10TH AVE., AG0741'TURN RIGHT AND RUN WEST ALONG 10TH AVE. FOR 0.1 MILE TO THE AG0741'INTERSECTION OF GULF WAY. STATION IS ON EXTENDED CENTERLINE AG0741'OF 10TH AVE., 145.5 FT. WEST OF THE CENTERLINE OF GULF WAY, AG0741'24.3 FT. SE OF THE NW CORNER OF SEAWALL, 12.0 FT. EAST OF AG0741'SEAWALL. SET IN TOP OF A CONCRETE POST THAT IS 2 INCHES ABOVE AG0741'GROUND. LOCATED AT PASS-A-GRILLE BEACH ON THE BEACH SIDE OF THE AG0741'REFRESHMENT CONCESSION STAND AT 10TH AVE. SECTION 19, T 32 S, AG0741'R 16 E. AG0741 AG0741 STATION RECOVERY (1982) AG0741 AG0741'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG0741'RECOVERED IN GOOD CONDITION. AG0741 AG0741 STATION RECOVERY (1983) AG0741 AG0741'RECOVERY NOTE BY FL DEPT OF NAT RES 1983 AG0741'RECOVERED IN GOOD CONDITION. AG0741 AG0741 STATION RECOVERY (1999) AG0741 AG0741'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0741'RECOVERED IN GOOD CONDITION. AG0741 AG0741 STATION RECOVERY (2000) AG0741 AG0741'RECOVERY NOTE BY US POWER SQUADRON 2000 AG0741'RECOVERED IN GOOD CONDITION. AG0741 AG0741 STATION RECOVERY (2001) AG0741 AG0741'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB) AG0741'ADD- A SEWER PLUG IS COVERING THE MARK, BUT IT IS READILY VISIBLE. AG0741 AG0741 STATION RECOVERY (2001) AG0741 AG0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0741'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG2536 *********************************************************************** AG2536 DESIGNATION - NOAA A A PT 1973 AG2536 PID - AG2536 AG2536 STATE/COUNTY- FL/PINELLAS AG2536 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG2536 AG2536 *CURRENT SURVEY CONTROL AG2536 ___________________________________________________________________ AG2536* NAD 83(1990)- 27 41 21.52174(N) 082 44 17.65684(W) ADJUSTED AG2536* NAVD 88 - 2. (meters) 7. (feet) SCALED AG2536 ___________________________________________________________________ AG2536 LAPLACE CORR- -1.61 (seconds) DEFLEC99 AG2536 GEOID HEIGHT- -24.18 (meters) GEOID99 AG2536 AG2536 HORZ ORDER - SECOND AG2536 AG2536.The horizontal coordinates were established by classical geodetic methods AG2536.and adjusted by the National Geodetic Survey in May 1991. AG2536 AG2536.The orthometric height was scaled from a topographic map. AG2536 AG2536.The Laplace correction was computed from DEFLEC99 derived deflections. AG2536 AG2536.The geoid height was determined by GEOID99. AG2536 AG2536; North East Units Scale Converg. AG2536;SPC FL W - 371,999.467 127,181.460 MT 1.00000660 -0 20 35.0 AG2536;UTM 17 - 3,063,995.060 328,589.330 MT 0.99996268 -0 48 28.5 AG2536 AG2536: Primary Azimuth Mark Grid Az AG2536:SPC FL W - NOAA 002 06 19.2 AG2536:UTM 17 - NOAA 002 34 12.7 AG2536 AG2536|---------------------------------------------------------------------| AG2536| PID Reference Object Distance Geod. Az | AG2536| dddmmss.s | AG2536| AG0740 NOAA APPROX. 2.1 KM 0014544.2 | AG2536| AG0741 NOAA A 7.583 METERS 23424 | AG2536|---------------------------------------------------------------------| AG2536 AG2536 SUPERSEDED SURVEY CONTROL AG2536 AG2536 NAD 83(1986)- 27 41 21.52719(N) 082 44 17.66996(W) AD( ) 2 AG2536 NAD 27 - 27 41 20.41784(N) 082 44 18.30727(W) AD( ) 2 AG2536 AG2536.Superseded values are not recommended for survey control. AG2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2536.See file dsdata.txt to determine how the superseded data were derived. AG2536 AG2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2858963995(NAD 83) AG2536_MARKER: Z = SEE DESCRIPTION AG2536_SETTING: 0 = UNSPECIFIED SETTING AG2536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG2536 AG2536 HISTORY - Date Condition Report By AG2536 HISTORY - 1973 MONUMENTED FL-103 AG2536 HISTORY - 19990202 MARK NOT FOUND USPSQD AG2536 HISTORY - 20000202 MARK NOT FOUND USPSQD AG2536 HISTORY - 20010331 MARK NOT FOUND NGS AG2536 AG2536 STATION DESCRIPTION AG2536 AG2536'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 AG2536'SEE STATION NOAA A. AG2536 AG2536 STATION RECOVERY (1999) AG2536 AG2536'RECOVERY NOTE BY US POWER SQUADRON 1999 AG2536'MARK NOT FOUND. AG2536 AG2536 STATION RECOVERY (2000) AG2536 AG2536'RECOVERY NOTE BY US POWER SQUADRON 2000 AG2536'MARK NOT FOUND. AG2536 AG2536 STATION RECOVERY (2001) AG2536 AG2536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG2536'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0744 *********************************************************************** AG0744 DESIGNATION - NOAA E AG0744 PID - AG0744 AG0744 STATE/COUNTY- FL/PINELLAS AG0744 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0744 AG0744 *CURRENT SURVEY CONTROL AG0744 ___________________________________________________________________ AG0744* NAD 83(1990)- 27 42 35.95420(N) 082 44 13.11331(W) ADJUSTED AG0744* NAVD 88 - 1.354 (meters) 4.44 (feet) ADJUSTED AG0744 ___________________________________________________________________ AG0744 LAPLACE CORR- -1.59 (seconds) DEFLEC99 AG0744 GEOID HEIGHT- -24.20 (meters) GEOID99 AG0744 DYNAMIC HT - 1.352 (meters) 4.44 (feet) COMP AG0744 MODELED GRAV- 979,170.6 (mgal) NAVD 88 AG0744 AG0744 HORZ ORDER - SECOND AG0744 VERT ORDER - SECOND CLASS II AG0744 AG0744.The horizontal coordinates were established by classical geodetic methods AG0744.and adjusted by the National Geodetic Survey in May 1991. AG0744 AG0744.The orthometric height was determined by differential leveling AG0744.and adjusted by the National Geodetic Survey in June 1991. AG0744 AG0744.The Laplace correction was computed from DEFLEC99 derived deflections. AG0744 AG0744.The geoid height was determined by GEOID99. AG0744 AG0744.The dynamic height is computed by dividing the NAVD 88 AG0744.geopotential number by the normal gravity value computed on the AG0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0744.degrees latitude (g = 980.6199 gals.). AG0744 AG0744.The modeled gravity was interpolated from observed gravity values. AG0744 AG0744; North East Units Scale Converg. AG0744;SPC FL W - 374,289.864 127,319.654 MT 1.00000636 -0 20 33.7 AG0744;UTM 17 - 3,066,284.159 328,746.102 MT 0.99996201 -0 48 28.4 AG0744 AG0744: Primary Azimuth Mark Grid Az AG0744:SPC FL W - NOAA D 346 44 55.9 AG0744:UTM 17 - NOAA D 347 12 50.6 AG0744 AG0744|---------------------------------------------------------------------| AG0744| PID Reference Object Distance Geod. Az | AG0744| dddmmss.s | AG0744| AG0746 NOAA F 212.520 METERS 07258 | AG0744| AG0743 NOAA D APPROX. 1.5 KM 3462422.2 | AG0744|---------------------------------------------------------------------| AG0744 AG0744 SUPERSEDED SURVEY CONTROL AG0744 AG0744 NAD 83(1986)- 27 42 35.95931(N) 082 44 13.12633(W) AD( ) 2 AG0744 NAD 27 - 27 42 34.85404(N) 082 44 13.76394(W) AD( ) 2 AG0744 NGVD 29 - 1.637 (m) 5.37 (f) ADJ UNCH 2 2 AG0744 AG0744.Superseded values are not recommended for survey control. AG0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0744.See file dsdata.txt to determine how the superseded data were derived. AG0744 AG0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2874666284(NAD 83) AG0744_MARKER: DD = SURVEY DISK AG0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0744_STAMPING: NOAA E AG0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0744+STABILITY: SURFACE MOTION AG0744 AG0744 HISTORY - Date Condition Report By AG0744 HISTORY - 1975 MONUMENTED FL-103 AG0744 HISTORY - 1975 GOOD FLDT AG0744 HISTORY - 1978 GOOD FL-103 AG0744 HISTORY - 19990202 MARK NOT FOUND USPSQD AG0744 HISTORY - 20000130 MARK NOT FOUND USPSQD AG0744 HISTORY - 20010302 MARK NOT FOUND USPSQD AG0744 HISTORY - 20010331 MARK NOT FOUND NGS AG0744 AG0744 STATION DESCRIPTION AG0744 AG0744'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0744'THE STATION IS LOCATED AT THE JUNCTION OF THE PINELLAS BAYWAY AG0744'(35 AVENUE) AND STATE ROUTE 699 (GULF BOULEVARD) IN FRONT OF THE AG0744'DON CESAR PLACE IN THE SOUTHEAST CORNER OF INTERSECTION AS AG0744'DESCRIBED. AG0744' AG0744'BRONZE DISK STAMPED NOAA E SET IN TOP OF A 12 INCH DIAMETER AG0744'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0744' AG0744'IT IS ABOUT 44.8 FEET SOUTHWEST OF A CONCRETE POWER AND LIGHT AG0744'POLE, 39.0 FEET EAST OF THE CENTER OF GULF BOULEVARD, 34.3 FEET AG0744'NORTHEAST OF A CONCRETE POWER AND LIGHT POLE, 32.4 FEET SOUTH OF AG0744'CENTER OF 35 AVENUE EAST LANE. AG0744' AG0744'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0744 AG0744 STATION RECOVERY (1975) AG0744 AG0744'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0744'AT ST PETERSBURG BCH. AG0744'STATION IS AT THE INTERSECTION OF THE PINELLAS BAYWAY (35TH AG0744'AVE.) AND GULF BLVD. (S.R. 699), IN THE SOUTHEAST CORNER OF THE AG0744'INTERSECTION, 56.0 FT. SOUTH OF THE CENTERLINE OF 35TH AVE., AG0744'38.5 FT EAST OF THE CENTERLINE OF GULF BLVD., 35.5 FT. N/NE AG0744'OF A CONCRETE LIGHT POLE, NUMBER 104926, 3.5 FT. SE FROM BACK AG0744'OF CURB. SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE AG0744'GROUND. SECTION 7, T 32 S, R 16 E. AG0744 AG0744 STATION RECOVERY (1978) AG0744 AG0744'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978 AG0744'RECOVERED IN GOOD CONDITION. AG0744 AG0744 STATION RECOVERY (1999) AG0744 AG0744'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0744'MARK NOT FOUND. AG0744 AG0744 STATION RECOVERY (2000) AG0744 AG0744'RECOVERY NOTE BY US POWER SQUADRON 2000 AG0744'MARK NOT FOUND. AG0744 AG0744 STATION RECOVERY (2001) AG0744 AG0744'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB) AG0744'A SIDEWALK NOW COVERS THE LOCATION DESCRIBED. AG0744 AG0744 STATION RECOVERY (2001) AG0744 AG0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0744'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG2498 *********************************************************************** AG2498 DESIGNATION - NORMUL 2 AG2498 PID - AG2498 AG2498 STATE/COUNTY- FL/PINELLAS AG2498 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG2498 AG2498 *CURRENT SURVEY CONTROL AG2498 ___________________________________________________________________ AG2498* NAD 83(1990)- 27 38 40.95106(N) 082 44 25.03184(W) ADJUSTED AG2498* NAVD 88 - 1. (meters) 3. (feet) SCALED AG2498 ___________________________________________________________________ AG2498 LAPLACE CORR- -1.69 (seconds) DEFLEC99 AG2498 GEOID HEIGHT- -24.16 (meters) GEOID99 AG2498 AG2498 HORZ ORDER - THIRD AG2498 AG2498.The horizontal coordinates were established by classical geodetic methods AG2498.and adjusted by the National Geodetic Survey in May 1991. AG2498 AG2498.The orthometric height was scaled from a topographic map. AG2498 AG2498.The Laplace correction was computed from DEFLEC99 derived deflections. AG2498 AG2498.The geoid height was determined by GEOID99. AG2498 AG2498; North East Units Scale Converg. AG2498;SPC FL W - 367,058.095 126,949.728 MT 1.00000702 -0 20 36.6 AG2498;UTM 17 - 3,059,055.944 328,317.557 MT 0.99996383 -0 48 27.6 AG2498 AG2498: Primary Azimuth Mark Grid Az AG2498:SPC FL W - PASS A GRILLE BCH DON CESAR TK 006 18 12.0 AG2498:UTM 17 - PASS A GRILLE BCH DON CESAR TK 006 46 03.0 AG2498 AG2498|---------------------------------------------------------------------| AG2498| PID Reference Object Distance Geod. Az | AG2498| dddmmss.s | AG2498| AG2502 PASS A GRILLE BCH DON CESAR TK APPROX. 7.0 KM 0055735.4 | AG2498| AG2461 TAMPA BAY SUNSHINE NE TOWER LT APPROX. 8.5 KM 1083638.7 | AG2498| AG2462 TAMPA BAY SUNSHINE SW TOWER LT APPROX. 8.7 KM 1095337.0 | AG2498| AG2578 EGMONT KEY LH APPROX. 5.3 KM 2022826.4 | AG2498| CW7760 NORMUL 2 RM 1 31853 | AG2498| CW7761 NORMUL 2 RM 2 33848 | AG2498| CW7762 NORMUL 2 RM 3 35239 | AG2498|---------------------------------------------------------------------| AG2498 AG2498 SUPERSEDED SURVEY CONTROL AG2498 AG2498 NAD 83(1986)- 27 38 40.95556(N) 082 44 25.04572(W) AD( ) 3 AG2498 NAD 27 - 27 38 39.82600(N) 082 44 25.67800(W) AD( ) 3 AG2498 AG2498.Superseded values are not recommended for survey control. AG2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2498.See file dsdata.txt to determine how the superseded data were derived. AG2498 AG2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2831859056(NAD 83) AG2498_MARKER: DD = SURVEY DISK AG2498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG2498 AG2498 HISTORY - Date Condition Report By AG2498 HISTORY - 1957 MONUMENTED USE AG2498 HISTORY - 1968 MARK NOT FOUND CGS AG2498 HISTORY - 1977 MARK NOT FOUND NGS AG2498 HISTORY - 19940222 MARK NOT FOUND USPSQD AG2498 HISTORY - 19991129 MARK NOT FOUND USPSQD AG2498 HISTORY - 20000202 MARK NOT FOUND USPSQD AG2498 HISTORY - 20010331 MARK NOT FOUND NGS AG2498 AG2498 STATION DESCRIPTION AG2498 AG2498'DESCRIBED BY US ENGINEERS 1957 (ALW) AG2498'LOCATED ON THE NORTHWEST SIDE OF MULLET KEY, 55 FEET EAST OF AG2498'THE HIGH-WATER LINE OF THE GULF OF MEXICO, IN A SMALL AG2498'CLEARING IN THE BRUSH. AG2498' AG2498'A U.S.E. DISK STAMPED NORMUL 2 IN TOP OF A 12-INCH SQUARE AG2498'CONCRETE MONUMENT FLUSH WITH THE GROUND. AG2498' AG2498'A 40-FOOT ABANDONED LOOKOUT TOWER IS IN PLACE OVER THE STATION. AG2498' AG2498'POSITION DETERMINED BY 3 POINT FIX. AG2498 AG2498 STATION RECOVERY (1968) AG2498 AG2498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JSR) AG2498'THE MARK WAS SEARCHED FOR BUT NOT FOUND. CONCRETE FOOTINGS AG2498'FOR A LOOK OUT TOWER WERE FOUND. THE STATION SITE IS NOW IN A AG2498'PICNIC AREA. AG2498 AG2498 STATION RECOVERY (1977) AG2498 AG2498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RRW) AG2498'LOST. THE 40 FOOT TOWER HAS BEEN REMOVED AND ONLY THE FOOTINGS AG2498'REMAIN. THE AREA OF THE STATION WAS PROBED WITH NO EVIDENCE OF AG2498'STATION BEING FOUND. AG2498 AG2498 STATION RECOVERY (1994) AG2498 AG2498'RECOVERY NOTE BY US POWER SQUADRON 1994 AG2498'MARK NOT FOUND. AG2498 AG2498 STATION RECOVERY (1999) AG2498 AG2498'RECOVERY NOTE BY US POWER SQUADRON 1999 AG2498'MARK NOT FOUND. AG2498 AG2498 STATION RECOVERY (2000) AG2498 AG2498'RECOVERY NOTE BY US POWER SQUADRON 2000 AG2498'MARK NOT FOUND. AG2498 AG2498 STATION RECOVERY (2001) AG2498 AG2498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG2498'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0787 *********************************************************************** AG0787 DESIGNATION - PET S AG0787 PID - AG0787 AG0787 STATE/COUNTY- FL/PINELLAS AG0787 USGS QUAD - ST PETERSBURG (1987) AG0787 AG0787 *CURRENT SURVEY CONTROL AG0787 ___________________________________________________________________ AG0787* NAD 83(1990)- 27 47 31.82588(N) 082 38 41.05608(W) ADJUSTED AG0787* NAVD 88 - 15.089 (meters) 49.50 (feet) ADJUSTED AG0787 ___________________________________________________________________ AG0787 LAPLACE CORR- -1.98 (seconds) DEFLEC99 AG0787 GEOID HEIGHT- -24.42 (meters) GEOID99 AG0787 DYNAMIC HT - 15.067 (meters) 49.43 (feet) COMP AG0787 MODELED GRAV- 979,176.0 (mgal) NAVD 88 AG0787 AG0787 HORZ ORDER - SECOND AG0787 VERT ORDER - SECOND CLASS II AG0787 AG0787.The horizontal coordinates were established by classical geodetic methods AG0787.and adjusted by the National Geodetic Survey in May 1991. AG0787 AG0787.The orthometric height was determined by differential leveling AG0787.and adjusted by the National Geodetic Survey in June 1991. AG0787 AG0787.The Laplace correction was computed from DEFLEC99 derived deflections. AG0787 AG0787.The geoid height was determined by GEOID99. AG0787 AG0787.The dynamic height is computed by dividing the NAVD 88 AG0787.geopotential number by the normal gravity value computed on the AG0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0787.degrees latitude (g = 980.6199 gals.). AG0787 AG0787.The modeled gravity was interpolated from observed gravity values. AG0787 AG0787; North East Units Scale Converg. AG0787;SPC FL W - 383,346.194 136,464.106 MT 0.99999098 -0 18 02.3 AG0787;UTM 17 - 3,075,265.348 337,963.364 MT 0.99992408 -0 46 01.4 AG0787 AG0787 SUPERSEDED SURVEY CONTROL AG0787 AG0787 NAD 83(1986)- 27 47 31.83104(N) 082 38 41.06841(W) AD( ) 2 AG0787 NAD 27 - 27 47 30.73473(N) 082 38 41.71353(W) AD( ) 2 AG0787 NGVD 29 - 15.354 (m) 50.37 (f) ADJ UNCH 2 2 AG0787 AG0787.Superseded values are not recommended for survey control. AG0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0787.See file dsdata.txt to determine how the superseded data were derived. AG0787 AG0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3796375265(NAD 83) AG0787_MARKER: DD = SURVEY DISK AG0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0787_STAMPING: PET S AG0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0787+STABILITY: SURFACE MOTION AG0787 AG0787 HISTORY - Date Condition Report By AG0787 HISTORY - 1976 MONUMENTED FL-103 AG0787 HISTORY - 1976 GOOD NGS AG0787 HISTORY - 20030308 GOOD USPSQD AG0787 AG0787 STATION DESCRIPTION AG0787 AG0787'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0787'THE STATION IS LOCATED IN THE EAST CENTRAL PORTION OF THE CITY OF AG0787'ST. PETERSBURG, IN SECTION 7, TOWNSHIP 31 SOUTH, RANGE 17 EAST. AG0787' AG0787'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 (34TH STREET NORTH) AG0787'AND STATE ROUTE 595 (5TH AVENUE NORTH) IN ST. PETERSBURG, GO NORTH AG0787'ON U.S. HIGHWAY 19 FOR 1.0 MILE TO THE INTERSECTION OF 22ND AVENUE AG0787'NORTH. TURN RIGHT AND GO EAST ON 22ND AVENUE NORTH FOR 2.15 MILES AG0787'TO THE INTERSECTION OF 8TH STREET NORTH. STATION IS IN THE AG0787'NORTHWEST CORNER OF THE INTERSECTION AS DESCRIBED. AG0787' AG0787'BRONZE DISK STAMPED PET S SET IN TOP OF A 12-INCH DIAMETER AG0787'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE AG0787'GROUND. AG0787' AG0787'IT IS 30.7 FEET NORTH OF CENTER OF 22ND AVENUE NORTH, 30.6 FEET AG0787'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE RESIDENCE, 25.8 FEET AG0787'EAST OF A 16-INCH PALM TREE, AND 23.4 FEET WEST OF CENTER OF 8TH AG0787'STREET NORTH. AG0787' AG0787'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0787 AG0787 STATION RECOVERY (1976) AG0787 AG0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0787'IN ST PETERSBURG. AG0787'TO REACH THE STATION FROM THE INTERSECTION OF 4TH STREET (S.R. 687, AG0787'U.S. HWY. 92) AND S.R. 595 (5TH AVE. N.). RUN NORTHERLY ON 4TH ST. AG0787'FOR 1.05 MILE TO THE INTERSECTION OF 22ND AVE. N. TURN LEFT AND RUN AG0787'WESTERLY ON 22ND AVE. FOR 0.40 MILE TO 8TH ST. N. STATION ON RIGHT, AG0787'IN THE N.W. CORNER, 30.7 FT. SOUTH OF THE CENTERLINE OF 22ND AVE. N., AG0787'21.4 FT. WEST OF THE CENTERLINE OF 8TH ST. N., 30.7 FT. S.E. OF THE AG0787'S.E. CORNER OF 2 STORY FRAME HOUSE (801 8TH ST. N.), 46.4 FT. EAST OF AG0787'12 IN. PALM TREE, 1.10 FT. EAST OF FACE OF SIDEWALK, 3.1 FT. N.W. OF AG0787'THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH AG0787'WITH THE GROUND. SECTION 7, T 31, R 17. AG0787 AG0787 STATION RECOVERY (2003) AG0787 AG0787'RECOVERY NOTE BY US POWER SQUADRON 2003 (JA) AG0787'HEADWALL DOES NOT EXIST. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG2084 *********************************************************************** AG2084 DESIGNATION - PETE AG2084 PID - AG2084 AG2084 STATE/COUNTY- FL/PINELLAS AG2084 USGS QUAD - GANDY BRIDGE (1987) AG2084 AG2084 *CURRENT SURVEY CONTROL AG2084 ___________________________________________________________________ AG2084* NAD 83(1990)- 27 52 52.57562(N) 082 37 01.01016(W) ADJUSTED AG2084* NAVD 88 - 1. (meters) 3. (feet) SCALED AG2084 ___________________________________________________________________ AG2084 LAPLACE CORR- -1.63 (seconds) DEFLEC99 AG2084 GEOID HEIGHT- -24.60 (meters) GEOID99 AG2084 AG2084 HORZ ORDER - THIRD AG2084 AG2084.The horizontal coordinates were established by classical geodetic methods AG2084.and adjusted by the National Geodetic Survey in May 1991. AG2084 AG2084.The orthometric height was scaled from a topographic map. AG2084 AG2084.The Laplace correction was computed from DEFLEC99 derived deflections. AG2084 AG2084.The geoid height was determined by GEOID99. AG2084 AG2084; North East Units Scale Converg. AG2084;SPC FL W - 393,205.341 139,252.440 MT 0.99998671 -0 17 18.7 AG2084;UTM 17 - 3,085,100.743 340,831.780 MT 0.99991271 -0 45 22.7 AG2084 AG2084: Primary Azimuth Mark Grid Az AG2084:SPC FL W - DOG 320 34 08.1 AG2084:UTM 17 - DOG 321 02 12.1 AG2084 AG2084|---------------------------------------------------------------------| AG2084| PID Reference Object Distance Geod. Az | AG2084| dddmmss.s | AG2084| AG2080 LOOK APPROX. 9.6 KM 0692244.2 | AG2084| AG2119 PORT TAMPA CATH CH SPIRE APPROX. 9.1 KM 1014059.6 | AG2084| AG2138 PORT TAMPA MUN TANK APPROX. 8.9 KM 1040958.0 | AG2084| AG2134 PORT TAMPA ACL RR DOCKS TANK APPROX. 6.8 KM 1081043.3 | AG2084| CW7795 PETE RM 1 14629 | AG2084| AG2110 SEE APPROX. 2.8 KM 1582350.2 | AG2084| AG2316 DOG APPROX. 3.6 KM 3201649.4 | AG2084| CW7796 PETE RM 2 32613 | AG2084|---------------------------------------------------------------------| AG2084 AG2084 SUPERSEDED SURVEY CONTROL AG2084 AG2084 NAD 83(1986)- 27 52 52.58068(N) 082 37 01.02207(W) AD( ) 3 AG2084 NAD 27 - 27 52 51.48900(N) 082 37 01.66400(W) AD( ) 3 AG2084 AG2084.Superseded values are not recommended for survey control. AG2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2084.See file dsdata.txt to determine how the superseded data were derived. AG2084 AG2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4083285101(NAD 83) AG2084_MARKER: S = SPIKE AG2084_SETTING: 4 = IN CONCRETE IN A CLAY TILE PIPE AG2084 AG2084 HISTORY - Date Condition Report By AG2084 HISTORY - 1908 MONUMENTED CGS AG2084 HISTORY - 1926 GOOD CGS AG2084 HISTORY - 1941 GOOD CGS AG2084 HISTORY - 1957 GOOD CGS AG2084 HISTORY - 19991116 MARK NOT FOUND USPSQD AG2084 HISTORY - 20010331 MARK NOT FOUND NGS AG2084 AG2084 STATION DESCRIPTION AG2084 AG2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (WBF) AG2084'ON THE W SIDE OF OLD TAMPA BAY, ABOUT 2 MILES SE OF CEDAR POINT, AG2084'AND ON THE SOUTHERN SIDE OF THE ENTRANCE TO A LARGE SHALLOW AG2084'BAYOU. THE POINT IS A LONG NARROW SAND RIDGE, COVERED WITH AG2084'MANGROVES, AND SEPARATED FROM FIRM GROUND BY A WIDE MARSH, AG2084'WHICH IS PROBABLY SUBMERGED AT HIGH TIDE. THE STATION IS 50 AG2084'METERS S OF THE END OF THE POINT, 10 METERS FROM HIGH WATER, AND AG2084'IS MARKED AS FOLLOWS-- AG2084' AG2084'THE SURFACE STATION MARK IS A 4-INCH TILE FILLED WITH CONCRETE AG2084'WITH A SPIKE IN THE CENTER OF THE TOP, SET FLANGE DOWN IN A MASS AG2084'OF CONCRETE ABOUT 20 INCHES SQUARE (OR 20 INCHES IN DIAMETER) AND AG2084'ABOUT 2 FEET DEEP, WITH THE TOP PROJECTING A FEW INCHES ABOVE AG2084'THE SURFACE. ON THE SURFACE OF THE CONCRETE IS INSCRIBED C. AND AG2084'G.S. WITH THE YEAR IN WHICH THE MARK WAS SET. THE UNDERGROUND AG2084'STATION MARK IS A CONCRETE POST 8 INCHES IN DIAMETER AND 2-1/2 AG2084'FEET LONG WITH A SPIKE IN THE CENTER OF THE TOP, SET 2 OR 3 FEET AG2084'BELOW THE SURFACE OF THE GROUND. AG2084 AG2084 STATION RECOVERY (1926) AG2084 AG2084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1926 (RLS) AG2084'STATION MARK RECOVERED AS DESCRIBED. ORIGINAL REFERENCE MARK NOT AG2084'RECOVERED. AG2084' AG2084'TWO REFERENCE MARKS, CONSISTING OF A STANDARD DISK REFERENCE AG2084'MARK SET IN TOP OF 6-INCH TILE PIPE FILLED WITH CONCRETE AND SET AG2084'BELL DOWN, WERE PLACED IN RANGE WITH STATION MARK AND 14 METERS AG2084'FROM IT. THE BEARINGS OF THE MARKS FROM THE STATION ARE N 35 DEG AG2084'AND S 35 DEG E RESPECTIVELY. AG2084' AG2084'A MANGROVE TREE, THE LARGEST IN THE IMMEDIATE VICINITY, STANDS AG2084'AT A DISTANCE OF 5 METERS FROM STATION S 50 DEG E. AG2084 AG2084 STATION RECOVERY (1941) AG2084 AG2084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KGC) AG2084'THE STATION IS LOCATED ON THE W SHORE OF OLD TAMPA BAY, ABOUT 0.75 AG2084'MILE NW OF THE W TOLLHOUSE OF GANDY BRIDGE, ABOUT 0.25 MILE SE AG2084'OF THE MOUTH OF A LARGE BAYOU. IT IS ON A LONG NARROW PENINSULAR AG2084'COVERED WITH MANGROVE, BOUNDED ON THE W SHORE BY A SHALLOW MARSH AG2084'AND ON THE E BY THE W SHORE LINE OF TAMPA BAY. THIS POINT OF AG2084'LAND CAN BE DISTINGUISHED BY 2 SMALL MANGROVE ISLANDS PROJECTING AG2084'OFFSHORE FROM THE BAY SIDE OF THE POINT, AND IS 34.1 METERS S AG2084'OF THE END OF THE POINT, 16.2 METERS SW OF THE SE POINT OF THE AG2084'MOST NORTHERLY OF THE 2 MANGROVE ISLANDS OFFSHORE FROM AG2084'HIGH-WATER LINE, 19.0 METERS W FROM THE NORTHERLY POINT OF THE AG2084'MOST SOUTHERLY OF THE 2 MANGROVE ISLANDS OFFSHORE FROM AG2084'HIGH-WATER LINE. THE STATION IS 6.5 METERS W INSHORE FROM AG2084'THE HIGH-WATER MARK. AG2084' AG2084'SURFACE MARK IS A 4-INCH TILE FILLED WITH CONCRETE WITH A SPIKE AG2084'IN THE CENTER, SET IN A MASS OF CONCRETE ABOUT 20 INCHES SQUARE, AG2084'EXTENDING ABOVE THE GROUND ABOUT 2 INCHES. STAMPED PETE 1908. AG2084' AG2084'REFERENCE MARK NO. 2 (1908) IS A STANDARD DISK, STAMPED PETE AG2084'NO 2 1908-1926, SET IN THE TOP OF A 6-INCH DIAMETER TILE PIPE, AG2084'BELL UP AND FILLED WITH CONCRETE, EXTENDING 6 INCHES ABOVE THE AG2084'GROUND, AND IS LOCATED 14.0 METERS AND 325 DEG (AZIMUTH COMPASS) AG2084'FROM STATION. AG2084' AG2084'REFERENCE MARK NO. 3 (1941) IS A STANDARD DISK, SET IN THE TOP AG2084'OF A 6-INCH CONCRETE CYLINDER FORMED BY A BUCKET WITH A MASS OF AG2084'CONCRETE SET AROUND IT. THE MARK IS LOCATED 7.95 METERS 61 DEG AG2084'(MAGNETIC COMPASS) FROM THE STATION AND AT THE EDGE OF THE AG2084'MANGROVE, AND ABOUT ON THE HIGH-WATER LINE OF THE E SHORE LINE OF AG2084'THE PENINSULA, AND ABOUT 10 METERS W OF THE 2 SMALL MANGROVE AG2084'ISLANDS OFFSHORE FROM THE HIGH-WATER LINE. STAMPED PETE 1908 AG2084'NO. 3 1941. AG2084' AG2084'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE AG2084'1908 AND 1926 DESCRIPTION OF THIS STATION-- AG2084' AG2084'1. THE STATION IS LOCATED IN PINELLAS COUNTY, INSTEAD OF AG2084'HILLSBORO COUNTY. AG2084' AG2084'2. THE STATION IS 34.1 METERS S OF THE END OF THE POINT, AG2084'INSTEAD OF 50 METERS. AG2084' AG2084'3. 6.5 METERS FROM THE HIGH-WATER, INSTEAD OF 10 METERS. AG2084' AG2084'4. REFERENCE MARK NO. 1 WAS NOT RECOVERED. (REFERENCE MARK AG2084'NO. 3 WAS ESTABLISHED IN 1941.) AG2084' AG2084'5. REFERENCE MARK NO. 2 IS STAMPED. AG2084' AG2084'6. THE MANGROVE TREE DESCRIBED IN THE 1926 DESCRIPTION HAS AG2084'BEEN DESTROYED. AG2084 AG2084 STATION RECOVERY (1957) AG2084 AG2084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JEW) AG2084'STATION AND REFERENCE MARK 2 RECOVERED IN GOOD AG2084'CONDITION. REFERENCE MARK 3 WAS NOT FOUND. THE DISTANCE WOULD AG2084'PLACE THE MARK OUT IN THE WATER. AG2084' AG2084'THE 1941 RECOVERY NOTE IS ADEQUATE WITH THE FOLLOWING CHANGES-- AG2084' AG2084'STATION MARK IS NOW 36 FT. S OF THE N END OF THE POINT AND 18 AG2084'FT. W OF THE E SIDE OF THE POINT. AG2084 AG2084 STATION RECOVERY (1999) AG2084 AG2084'RECOVERY NOTE BY US POWER SQUADRON 1999 AG2084'MARK NOT FOUND. AG2084 AG2084 STATION RECOVERY (2001) AG2084 AG2084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG2084'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AA4605 *********************************************************************** AA4605 SACS - This is a Secondary Airport Control Station. AA4605 DESIGNATION - PIE AP 1964 STA C AA4605 PID - AA4605 AA4605 STATE/COUNTY- FL/PINELLAS AA4605 USGS QUAD - SAFETY HARBOR (1956) AA4605 AA4605 *CURRENT SURVEY CONTROL AA4605 ___________________________________________________________________ AA4605* NAD 83(1999)- 27 55 24.56054(N) 082 41 24.61458(W) ADJUSTED AA4605* NAVD 88 - 1.19 (meters) 3.9 (feet) GPS OBS AA4605 ___________________________________________________________________ AA4605 X - 717,562.713 (meters) COMP AA4605 Y - -5,593,838.993 (meters) COMP AA4605 Z - 2,969,005.232 (meters) COMP AA4605 LAPLACE CORR- -1.51 (seconds) DEFLEC99 AA4605 ELLIP HEIGHT- -23.50 (meters) (05/31/01) GPS OBS AA4605 GEOID HEIGHT- -24.57 (meters) GEOID99 AA4605 AA4605 HORZ ORDER - B AA4605 ELLP ORDER - FIFTH CLASS I AA4605 AA4605.This mark is at St Petersburg Clearwater Int'l Airport (PIE) AA4605 AA4605.The horizontal coordinates were established by GPS observations AA4605.and adjusted by the National Geodetic Survey in May 2001. AA4605 AA4605.The orthometric height was determined by GPS observations and a AA4605.high-resolution geoid model. AA4605 AA4605.GPS derived orthometric heights for airport stations designated as AA4605.PACS or SACS are published to 2 decimal places. This maintains AA4605.centimeter relative accuracy between the PACS and SACS. It does AA4605.not indicate centimeter accuracy relative to other marks which are AA4605.part of the NAVD 88 network. AA4605 AA4605.Photographs are available for this station. AA4605 AA4605.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA4605 AA4605.The Laplace correction was computed from DEFLEC99 derived deflections. AA4605 AA4605.The ellipsoidal height was determined by GPS observations AA4605.and is referenced to NAD 83. AA4605 AA4605.The geoid height was determined by GEOID99. AA4605 AA4605; North East Units Scale Converg. AA4605;SPC FL W - 397,922.233 132,068.697 MT 0.99999811 -0 19 23.6 AA4605;UTM 17 - 3,089,875.858 333,687.282 MT 0.99994141 -0 47 30.0 AA4605 AA4605: Primary Azimuth Mark Grid Az AA4605:SPC FL W - PIE ARP 2 167 07 19.8 AA4605:UTM 17 - PIE ARP 2 167 35 26.2 AA4605 AA4605|---------------------------------------------------------------------| AA4605| PID Reference Object Distance Geod. Az | AA4605| dddmmss.s | AA4605| AA4604 PIE ARP 2 APPROX. 1.5 KM 1664756.2 | AA4605|---------------------------------------------------------------------| AA4605 AA4605 SUPERSEDED SURVEY CONTROL AA4605 AA4605 NAD 83(1990)- 27 55 24.55892(N) 082 41 24.61420(W) AD( ) B AA4605 ELLIP HT - -23.48 (m) (04/21/95) GP( ) 3 2 AA4605 NGVD 29 - 1.41 (m) 4.6 (f) LEVELING 3 AA4605 AA4605.Superseded values are not recommended for survey control. AA4605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4605.See file dsdata.txt to determine how the superseded data were derived. AA4605 AA4605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3368789876(NAD 83) AA4605_MARKER: DB = BENCH MARK DISK AA4605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4605_STAMPING: AP 1964 STA C AA4605_MARK LOGO: NOS AA4605_PROJECTION: FLUSH AA4605_MAGNETIC: N = NO MAGNETIC MATERIAL AA4605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4605+STABILITY: SURFACE MOTION AA4605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA4605+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 AA4605 AA4605 HISTORY - Date Condition Report By AA4605 HISTORY - 19640101 MONUMENTED CGS AA4605 HISTORY - 19930615 GOOD NOS AA4605 HISTORY - 20030203 GOOD NGS AA4605 AA4605 STATION DESCRIPTION AA4605 AA4605'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ETO) AA4605'THE STATION IS LOCATED IN ST. PETERSBURG AT THE ST. AA4605'PETERSBURG-CLEARWATER INTERNATIONAL AIRPORT NEAR THE NORTH END OF THE AA4605'AIRFIELD. AA4605' AA4605'PERMISSION MUST BE OBTAINED BEFORE ACCESSING THE STATIONS IN THE AA4605'CONTROLLED MOVEMENT AREAS OF THE AIRFIELD. CONTACT THE AIRPORT AA4605'MANAGERS OFFICE LOCATED AT ST. PETERSBURG-CLEARWATER INTERNATIONAL AA4605'AIRPORT, ADMINISTRATION BUILDING-SUITE 221, CLEARWATER, FL 34622. AA4605'(813) 531-1451. AA4605' AA4605'THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED---AP 1964 STA AA4605'C---AND SET IN THE TOP OF A CONCRETE MONUMENT THAT IS SET FLUSH WITH AA4605'THE GROUND, IT IS 49.3 FT (15.0 M) EAST OF THE EASTERN MOST THRESHOLD AA4605'LIGHT, 53.7 FT (16.4 M) EAST OF THE EAST END OF THE THRESHOLD LIGHT AA4605'BAR AND 62.8 FT (19.1 M) SOUTHWEST OF THE ILS-GS(17L) SERVICE ROAD. AA4605 AA4605 STATION RECOVERY (1993) AA4605 AA4605'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 AA4605'THE STATION IS LOCATED NEAR THE NORTH END OF RUNWAY 17L-35R AT THE ST AA4605'PETERSBURG-CLEARWATER INTERNATIONAL AIRPORT THE STATION IS LOCATED AA4605'49.3 FT (15.0 M) EAST OF THE EASTERLY MOST THRESHOLD LIGHT 53.7 FT AA4605'(16.4 M) EAST OF THE EAST END OF THE THRESHOLD LIGHT BAR AND 62.8 FT AA4605'(19.1 M) SOUTHWEST OF THE ILS-GS (17L) SERVICE ROAD THE STATION IS A AA4605'STANDARD TOPOGRAPHIC DISK STAMPED AP 1964 STA C AND SET ON THE TOP OF AA4605'A CONCRETE MONUMENT THAT IS SET FLUSH WITH THE GROUND. AA4605 AA4605 STATION RECOVERY (2003) AA4605 AA4605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDH) AA4605'RECOVERED AS DESCRIBED AA4605' 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6631 *********************************************************************** AG6631 PACS - This is a Primary Airport Control Station. AG6631 DESIGNATION - PIE AP STA D AG6631 PID - AG6631 AG6631 STATE/COUNTY- FL/PINELLAS AG6631 USGS QUAD - SAFETY HARBOR (1956) AG6631 AG6631 *CURRENT SURVEY CONTROL AG6631 ___________________________________________________________________ AG6631* NAD 83(1999)- 27 54 06.35628(N) 082 41 11.15577(W) ADJUSTED AG6631* NAVD 88 - 2.279 (meters) 7.48 (feet) ADJUSTED AG6631 ___________________________________________________________________ AG6631 X - 718,071.297 (meters) COMP AG6631 Y - -5,594,910.924 (meters) COMP AG6631 Z - 2,966,878.492 (meters) COMP AG6631 LAPLACE CORR- -1.57 (seconds) DEFLEC99 AG6631 ELLIP HEIGHT- -22.36 (meters) (05/31/01) GPS OBS AG6631 GEOID HEIGHT- -24.54 (meters) GEOID99 AG6631 DYNAMIC HT - 2.275 (meters) 7.46 (feet) COMP AG6631 MODELED GRAV- 979,184.4 (mgal) NAVD 88 AG6631 AG6631 HORZ ORDER - B AG6631 VERT ORDER - SECOND CLASS II AG6631 ELLP ORDER - FIFTH CLASS I AG6631 AG6631.This mark is at St Petersburg Clearwater Int'l Airport (PIE) AG6631 AG6631.The horizontal coordinates were established by GPS observations AG6631.and adjusted by the National Geodetic Survey in May 2001. AG6631 AG6631.The orthometric height was determined by differential leveling AG6631.and adjusted by the National Geodetic Survey in June 1991. AG6631 AG6631.Photographs are available for this station. AG6631 AG6631.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG6631 AG6631.The Laplace correction was computed from DEFLEC99 derived deflections. AG6631 AG6631.The ellipsoidal height was determined by GPS observations AG6631.and is referenced to NAD 83. AG6631 AG6631.The geoid height was determined by GEOID99. AG6631 AG6631.The dynamic height is computed by dividing the NAVD 88 AG6631.geopotential number by the normal gravity value computed on the AG6631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG6631.degrees latitude (g = 980.6199 gals.). AG6631 AG6631.The modeled gravity was interpolated from observed gravity values. AG6631 AG6631; North East Units Scale Converg. AG6631;SPC FL W - 395,512.861 132,423.180 MT 0.99999752 -0 19 16.4 AG6631;UTM 17 - 3,087,463.808 334,022.042 MT 0.99994004 -0 47 21.7 AG6631 AG6631: Primary Azimuth Mark Grid Az AG6631:SPC FL W - PIE ARP 2 359 13 26.1 AG6631:UTM 17 - PIE ARP 2 359 41 31.4 AG6631 AG6631|---------------------------------------------------------------------| AG6631| PID Reference Object Distance Geod. Az | AG6631| dddmmss.s | AG6631| AA4604 PIE ARP 2 APPROX. 0.9 KM 3585409.7 | AG6631|---------------------------------------------------------------------| AG6631 AG6631 SUPERSEDED SURVEY CONTROL AG6631 AG6631 NAD 83(1990)- 27 54 06.35463(N) 082 41 11.15541(W) AD( ) B AG6631 ELLIP HT - -22.34 (m) (04/21/95) GP( ) 3 2 AG6631 NGVD 29 - 2.542 (m) 8.34 (f) ADJ UNCH 2 2 AG6631 AG6631.Superseded values are not recommended for survey control. AG6631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG6631.See file dsdata.txt to determine how the superseded data were derived. AG6631 AG6631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3402287464(NAD 83) AG6631_MARKER: DT = TOPOGRAPHIC STATION DISK AG6631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6631_STAMPING: AP 1964 STA D AG6631_MARK LOGO: CGS AG6631_PROJECTION: FLUSH AG6631_MAGNETIC: N = NO MAGNETIC MATERIAL AG6631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6631+STABILITY: SURFACE MOTION AG6631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG6631+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 AG6631 AG6631 HISTORY - Date Condition Report By AG6631 HISTORY - 19640101 MONUMENTED CGS AG6631 HISTORY - 1975 GOOD FLDT AG6631 HISTORY - 19930204 GOOD NOS AG6631 HISTORY - 19930615 GOOD CGS AG6631 HISTORY - 19960129 GOOD NGS AG6631 HISTORY - 20030203 GOOD NGS AG6631 AG6631 STATION DESCRIPTION AG6631 AG6631'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG6631'2.5 MI E FROM LARGO. AG6631'STATION IS LOCATED AT ST. PETERSBURG-CLEARWATER INTERNATIONAL AG6631'AIRPORT. AT THE SOUTH END OF RUNWAY 17-35, 103 FT. EAST OF THE AG6631'SE CORNER OF RUNWAY 17-35, 94 FT. E/NE OF THE EAST THRESHOLD AG6631'LIGHT, 184.0 FT. SE OF THE SE CORNER OF RUNWAYS 17-35 AND 4-22. AG6631'SET IN TOP OF CONCRETE POST THAT IS FLUSH WITH THE GROUND. AG6631'SEC 3, T 30S, R 16E AG6631 AG6631 STATION RECOVERY (1993) AG6631 AG6631'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (ALG) AG6631'THE STATION IS LOCATED IN ST. PETERSBURG AT THE ST. AG6631'PETERSBURG-CLEARWATER INTERNATIONAL AIRPORT NEAR THE SOUTH END OF THE AG6631'AIRFIELD. AG6631' AG6631'PERMISSION MUST BE OBTAINED BEFORE ACCESSING THE STATIONS IN THE AG6631'CONTROLLED MOVEMENT AREAS OF THE AIRFIELD. CONTACT THE AIRPORT AG6631'MANAGERS OFFICE LOCATED AT ST. PETERSBURG-CLEARWATER INTERNATIONAL AG6631'AIRPORT, ADMINISTRATION BUILDING-SUITE 221, CLEARWATER, FL 34622. AG6631'(813) 531-1451. AG6631' AG6631'THE STATION IS A TOPOGRAPHIC DISK STAMPED---AP 1964 STA D--- AND SET AG6631'IN A TOP OF A CONCRETE MONUMENT THAR IS SET FLUSH WITH THE GROUND, IT AG6631'IS 174.2 FT (53.1 M) EAST OF THE CL END OF RUNWAY 35 R, 93.6 FT (28.5 AG6631'M) EAST OF THE MOST EASTERLY THRESHOLD LIGHT,175.1 FT SOUTHEAST OF THE AG6631'RUNWAY LIGHT AT THE INTERSECTION OF RUNWAYS 4-22 AND 17L-35R AND 31.5 AG6631'FT (9.6 M) EAST OF THE NE CORNER OF THE CONCRETE VASI BASE. AG6631 AG6631 STATION RECOVERY (1993) AG6631 AG6631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1993 AG6631'THE STATION IS LOCATED AT THE SOUTH END OF RUNWAY 17L-35R AT THE ST. AG6631'PETERSBURG-CLEARWATER INTERNATIONAL AIRPORT THE STATION IS LOCATED AG6631'174.2 FT (53.1 M) EAST OF THE CL END OF 35R 93.6 FT (28.5 M) EAST OF AG6631'THE EASTERLY MOST THRESHOLD LIGHT AND 175.1 FT (53.4 M) SOUTHEAST OF AG6631'THE RUNWAY LIGHT AT THE INTERSECTION OF RUNWAYS 4-22 AND 17R-35R THE AG6631'STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1964 STA D AND IS AG6631'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS SET FLUSH WITH THE AG6631'GROUND. AG6631 AG6631 STATION RECOVERY (1996) AG6631 AG6631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL) AG6631'NOTE--THIS IS A PAC STATION. THE STATION IS LOCATED ON THE NORTHEAST AG6631'EDGE OF CLEARWATER AT THE ST. PETERSBURG-CLEARWATER INTERNATIONAL AG6631'AIRPORT, IN GRASS IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF RUNWAYS AG6631'17L-35R AND 4-22, AND NEAR THE SOUTH END OF THE AIRFIELD. OWNERSHIP -- AG6631'PINELLAS COUNTY, ST. PETERSBURG-CLEARWATER INTERNATIONAL AIRPORT, AG6631'ADMINISTRATION BUILDING, SIUTE 221, CLEARWATER, FL 34622. MICHAEL G. AG6631'FRENCH IS AIRPORT OPERATIONS SUPERVISOR. PHONE 813-531-1451. CONTACT AG6631'HIM TWO DAYS IN ADVANCE FOR AN ESCORT TO THIS STATION. TO REACH FROM AG6631'THE UNDERPASS AT THE JUNCTION OF STATE HIGHWAYS 686 AND 611 AT THE AG6631'SOUTH END OF THE BAYSIDE BRIDGE IN NORTHEAST CLEARWATER, GO SOUTHEAST AG6631'ON HIGHWAY 686 FOR 0.96 KM (0.60 MI) TO THE AIRPORT ENTRANCE ROAD ON AG6631'THE LEFT. TURN LEFT, NORTH, ON THE ROAD FOR 0.24 KM (0.15 MI) TO THE AG6631'TERMINAL. THE STATION IS SET IN THE TOP OF A 25 CM ROUND CONCRETE AG6631'POST RECESSED 5 CM. IT IS 53.3 M (174.9 FT) SOUTHEAST OF A RUNWAY AG6631'LIGHT AT THE JUNCTION OF THE RUNWAYS, 30.6 M (100.4 FT) EAST OF THE AG6631'EAST EDGE OF RUNWAY 17L-35R, 27.6 M (90.6 FT) EAST-NORTHEAST OF THE AG6631'THIRD RUNWAY LIGHT, 9.6 M (31.5 FT) EAST OF THE NORTHEAST CORNER OF AG6631'THE CONCRETE PAD FOR THE EAST VASI, AND 9.4 M (30.8 FT) EAST OF A AG6631'FIBERGLASS WITNESS POST. DESCRIBED BY D.G. AUG AG6631 AG6631 STATION RECOVERY (2003) AG6631 AG6631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDH) AG6631'RECOVERED AS DESCRIBED AG6631' 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AA4604 *********************************************************************** AA4604 SACS - This is a Secondary Airport Control Station. AA4604 DESIGNATION - PIE ARP 2 AA4604 PID - AA4604 AA4604 STATE/COUNTY- FL/PINELLAS AA4604 USGS QUAD - SAFETY HARBOR (1956) AA4604 AA4604 *CURRENT SURVEY CONTROL AA4604 ___________________________________________________________________ AA4604* NAD 83(1999)- 27 54 36.01193(N) 082 41 11.79520(W) ADJUSTED AA4604* NAVD 88 - 1.85 (meters) 6.1 (feet) GPS OBS AA4604 ___________________________________________________________________ AA4604 X - 717,999.515 (meters) COMP AA4604 Y - -5,594,488.985 (meters) COMP AA4604 Z - 2,967,685.009 (meters) COMP AA4604 LAPLACE CORR- -1.54 (seconds) DEFLEC99 AA4604 ELLIP HEIGHT- -22.81 (meters) (05/31/01) GPS OBS AA4604 GEOID HEIGHT- -24.55 (meters) GEOID99 AA4604 AA4604 HORZ ORDER - B AA4604 ELLP ORDER - FIFTH CLASS I AA4604 AA4604.This mark is at St Petersburg Clearwater Int'l Airport (PIE) AA4604 AA4604.The horizontal coordinates were established by GPS observations AA4604.and adjusted by the National Geodetic Survey in May 2001. AA4604 AA4604.The orthometric height was determined by GPS observations and a AA4604.high-resolution geoid model. AA4604 AA4604.GPS derived orthometric heights for airport stations designated as AA4604.PACS or SACS are published to 2 decimal places. This maintains AA4604.centimeter relative accuracy between the PACS and SACS. It does AA4604.not indicate centimeter accuracy relative to other marks which are AA4604.part of the NAVD 88 network. AA4604 AA4604.Photographs are available for this station. AA4604 AA4604.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA4604 AA4604.The Laplace correction was computed from DEFLEC99 derived deflections. AA4604 AA4604.The ellipsoidal height was determined by GPS observations AA4604.and is referenced to NAD 83. AA4604 AA4604.The geoid height was determined by GEOID99. AA4604 AA4604; North East Units Scale Converg. AA4604;SPC FL W - 396,425.826 132,410.814 MT 0.99999754 -0 19 17.1 AA4604;UTM 17 - 3,088,376.790 334,017.136 MT 0.99994005 -0 47 22.8 AA4604 AA4604: Primary Azimuth Mark Grid Az AA4604:SPC FL W - PIE AP STA D 179 13 26.5 AA4604:UTM 17 - PIE AP STA D 179 41 32.2 AA4604 AA4604|---------------------------------------------------------------------| AA4604| PID Reference Object Distance Geod. Az | AA4604| dddmmss.s | AA4604| AG6631 PIE AP STA D APPROX. 0.9 KM 1785409.4 | AA4604|---------------------------------------------------------------------| AA4604 AA4604 SUPERSEDED SURVEY CONTROL AA4604 AA4604 NAD 83(1990)- 27 54 36.01026(N) 082 41 11.79488(W) AD( ) B AA4604 ELLIP HT - -22.79 (m) (04/21/95) GP( ) 3 2 AA4604 NGVD 29 - 2.08 (m) 6.8 (f) LEVELING 3 AA4604 AA4604.Superseded values are not recommended for survey control. AA4604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4604.See file dsdata.txt to determine how the superseded data were derived. AA4604 AA4604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3401788377(NAD 83) AA4604_MARKER: DT = TOPOGRAPHIC STATION DISK AA4604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4604_STAMPING: ARP 2 1964 AA4604_MARK LOGO: CGS AA4604_PROJECTION: FLUSH AA4604_MAGNETIC: N = NO MAGNETIC MATERIAL AA4604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4604+STABILITY: SURFACE MOTION AA4604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA4604+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2003 AA4604 AA4604 HISTORY - Date Condition Report By AA4604 HISTORY - 19640101 MONUMENTED CGS AA4604 HISTORY - 19930203 GOOD CGS AA4604 HISTORY - 19930615 GOOD CGS AA4604 HISTORY - 19960129 GOOD NGS AA4604 HISTORY - 20030203 GOOD NGS AA4604 AA4604 STATION DESCRIPTION AA4604 AA4604'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ETO) AA4604'THE STATION IS LOCATED IN ST. PETERSBURG-CLEARWATER, AT THE AA4604'APPROXIMATE CENTER OF THE ST. PETERSBURG-CLEARWATER INTERNATIONAL AA4604'AIRPORT. AA4604' AA4604'PERMISSION MUST BE OBTAINED BEFORE ACCESSING THE STATIONS IN THE AA4604'CONTROLLED MOVEMENT AREAS OF THIS AIRPORT, CONTACT THE AIRPORT AA4604'MANAGERS OFFICE AT THE ST. PETERSBURG-CLEARWATER INTERNATIONAL AA4604'AIRPORT, ADMINISTRATION BUILDING, SUITE 221, CLEARWATER,FL 34622. AA4604'(813) 531-1451. AA4604' AA4604'THE STATION IS LOCATED 500 FT (152.4 M) EAST OF THE CENTERLINE OF AA4604'RUNWAY 17L-35R, 100 FT (30.5 M) NORTH OF THE NORTH EDGE OF RUNWAY AA4604'9-27, 600 FT (182.9 M) WEST OF THE RTR SERVICE ROAD, 97.2 FT (29.6 M) AA4604'NORTHEAST OF THE THIRD RUNWAY LIGHT EAST OF THE INTERSECTION OF THE AA4604'TWO RUNWAYS AND 173.5 FT (52.9 M) NORTHWEST OF THE FOURTH RUNWAY AA4604'LIGHT.THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED---ARP 2 AA4604'1964--- AND SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH AA4604'THE GROUND. AA4604 AA4604 STATION RECOVERY (1993) AA4604 AA4604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1993 AA4604'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF THE ST AA4604'PETERSBURG-CLEARWATER INTERNATIONAL AIRPORT NEAR THE RTR SITE THE AA4604'STAION IS LOCATED 500 FT (152.4 M) EASST OF TEH CL OF RUNWAY 17L-35R AA4604'100 FT (30.5 M) NORTH OF THE NORTH EDGE OF RUNWAY 9-27 600 FT (182.9 AA4604'M) WEST OF THE RTR SERVICE ROAD 97.2 FT (29.6 M) NORTHWEST OF THE AA4604'THIRD RUNWAY LIGHT EAST OF THE INTERSECTION OF THE TWO RUNWAYS AND AA4604'173.5 FT (52.9 M) NORTHWEST OF THE FOURTH RUNWAY LIGHT THE STATION IS AA4604'A STANDARD TOPOGRAPHIC DISK STAMPED ARP 2 1964 AND IS SET IN THE TOP AA4604'OF A CONCRETE MONUMENT THAT IS SET FLUSH WITH THE GROUND AA4604 AA4604 STATION RECOVERY (1993) AA4604 AA4604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1993 AA4604'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF THE ST AA4604'PETERSBURG-CLEARWATER INTERNATIONAL AIRPOR NEAR THE RTR SITE THE AA4604'STATION IS LOCATED 500 FT (152.4 M) EAST OF THE CL OF RUNWAY 17L-35R AA4604'100 FT (30.5 M) NORTH OF THE NORTH EDGE OF RUNWAY 9-27 600 FT (182.9 AA4604'M) WEST OF THE RTR SERVICE ROAD 97.2 FT (29.6 M) NORTHEAST OF THE AA4604'THIRD RUNWAY LIGHT EAST OF THE INTERSECTION OF THE TWO RUNWAYS AND AA4604'173.5 FT (52.9 M) NORTHWEST OF THE FOURTH RUNWAY LIGHT THE STATION IS AA4604'A STANDARD TOPOGRAPHIC DISK STAMPED ARP 2 1964 AND IS SET IN THE TOP AA4604'OF A CONCRETE MONUMENT THAT IS SET FLUSH WITH THE GROUND. AA4604 AA4604 STATION RECOVERY (1996) AA4604 AA4604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL) AA4604'NOTE -- THIS IS THE SAC STATION. THE STATION IS LOCATED ON THE AA4604'NORTHEAST EDGE OF CLEARWATER AT THE ST.PETERSBURG-CLEARWATER AA4604'INTERNATIONAL AIRPORT, IN GRASS IN THE NORTHEAST QUADRANT OF THE AA4604'JUNCTION OF RUNWAYS 17L-35R AND 9-27, AND NEAR MIDFIELD. OWNERSHIP -- AA4604'PINELLAS COUNTY, ST. PETERSBURG-CLEARWATER INTERNATIONAL AIRPORT, AA4604'ADMINISTRATION BUILDING, SIUTE 221, CLEARWATER, FL 34622. MICHAEL G. AA4604'FRENCH IS AIRPORT OPERATIONS SUPERVISOR. PHONE 813-531-1451. CONTACT AA4604'HIM TWO DAYS IN ADVANCE FOR AN ESCORT TO THIS STATION. TO REACH FROM AA4604'THE UNDERPASS AT THE JUNCTION OF STATE HIGHWAYS 686 AND 611 AT THE AA4604'SOUTH END OF THE BAYSIDE BRIDGE IN NORTHEAST CLEARWATER, GO SOUTHEAST AA4604'ON HIGHWAY 686 FOR 0.96 KM (0.60 MI) TO THE AIRPORT ENTRANCE ROAD ON AA4604'THE LEFT. TURN LEFT, NORTH, ON THE ROAD FOR 0.24 KM (0.15 MI) TO THE AA4604'TERMINAL. THE STATION IS SET IN THE TOP OF A 25 CM ROUND CONCRETE AA4604'POST RECESSED 5 CM. IT IS ABOUT 150 M (492.1 FT) EAST OF RUNWAY AA4604'17L-35R, ABOUT 180 M (590.5 FT) WEST OF THE SERVICE ROAD TO THE RTR AA4604'SITE, 52.9 M (173.6 FT) NORTHWEST OF THE FOURTH RUNWAY LIGHT FROM THE AA4604'JUNCTION OF THE RUNWAYS, 29.6 M (97.1 FT) NORTHEAST OF THE THIRD AA4604'RUNWAY LIGHT, 44.7 M (146.7 FT) NORTHWEST OF THE SOUTHWEST CORNER OF A AA4604'STEEL DRAIN, 30.5 M (100.1 FT) NORTH OF THE NORTH EDGE OF THE RUNWAY, AA4604'AND 0.2 M (0.7 FT) SOUTH OF A FIBERGLASS WITNESS POST. DESCRIBED BY AA4604'D.G. AUG AA4604 AA4604 STATION RECOVERY (2003) AA4604 AA4604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDH) AA4604'RECOVERED AS DESCRIBED AA4604' 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL0305 *********************************************************************** AL0305 DESIGNATION - PINCO O AL0305 PID - AL0305 AL0305 STATE/COUNTY- FL/PINELLAS AL0305 USGS QUAD - TARPON SPRINGS (1995) AL0305 AL0305 *CURRENT SURVEY CONTROL AL0305 ___________________________________________________________________ AL0305* NAD 83(1990)- 28 07 59.25199(N) 082 45 31.97326(W) ADJUSTED AL0305* NAVD 88 - 8.655 (meters) 28.40 (feet) ADJUSTED AL0305 ___________________________________________________________________ AL0305 LAPLACE CORR- -1.73 (seconds) DEFLEC99 AL0305 GEOID HEIGHT- -24.95 (meters) GEOID99 AL0305 DYNAMIC HT - 8.642 (meters) 28.35 (feet) COMP AL0305 MODELED GRAV- 979,194.1 (mgal) NAVD 88 AL0305 AL0305 HORZ ORDER - SECOND AL0305 VERT ORDER - SECOND CLASS II AL0305 AL0305.The horizontal coordinates were established by classical geodetic methods AL0305.and adjusted by the National Geodetic Survey in May 1991. AL0305 AL0305.The orthometric height was determined by differential leveling AL0305.and adjusted by the National Geodetic Survey in June 1991. AL0305 AL0305.The Laplace correction was computed from DEFLEC99 derived deflections. AL0305 AL0305.The geoid height was determined by GEOID99. AL0305 AL0305.The dynamic height is computed by dividing the NAVD 88 AL0305.geopotential number by the normal gravity value computed on the AL0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL0305.degrees latitude (g = 980.6199 gals.). AL0305 AL0305.The modeled gravity was interpolated from observed gravity values. AL0305 AL0305; North East Units Scale Converg. AL0305;SPC FL W - 421,193.964 125,450.105 MT 1.00000975 -0 21 28.2 AL0305;UTM 17 - 3,113,199.963 327,260.160 MT 0.99996829 -0 49 46.4 AL0305 AL0305: Primary Azimuth Mark Grid Az AL0305:SPC FL W - PINCO P 182 37 34.7 AL0305:UTM 17 - PINCO P 183 05 52.9 AL0305 AL0305|---------------------------------------------------------------------| AL0305| PID Reference Object Distance Geod. Az | AL0305| dddmmss.s | AL0305| AL0304 PINCO N APPROX. 0.6 KM 0242701.4 | AL0305| AL0306 PINCO P APPROX. 0.7 KM 1821606.5 | AL0305|---------------------------------------------------------------------| AL0305 AL0305 SUPERSEDED SURVEY CONTROL AL0305 AL0305 NAD 83(1986)- 28 07 59.25932(N) 082 45 31.98321(W) AD( ) 2 AL0305 NAD 27 - 28 07 58.20796(N) 082 45 32.61869(W) AD( ) 2 AL0305 NGVD 29 - 8.915 (m) 29.25 (f) ADJ UNCH 2 2 AL0305 AL0305.Superseded values are not recommended for survey control. AL0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0305.See file dsdata.txt to determine how the superseded data were derived. AL0305 AL0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2726013200(NAD 83) AL0305_MARKER: DD = SURVEY DISK AL0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0305_STAMPING: PINCO O AL0305_MARK LOGO: FL-103 AL0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0305+STABILITY: SURFACE MOTION AL0305 AL0305 HISTORY - Date Condition Report By AL0305 HISTORY - 1974 MONUMENTED FL-103 AL0305 HISTORY - 1975 GOOD FLDT AL0305 HISTORY - 1984 GOOD USPSQD AL0305 HISTORY - 1990 GOOD USPSQD AL0305 HISTORY - 20010331 GOOD NGS AL0305 AL0305 STATION DESCRIPTION AL0305 AL0305'DESCRIBED BY PINELLAS COUNTY FLORIDA 1974 (DF) AL0305'THE STATION IS IN THE SOUTH-CENTRAL END OF TARPON SPRINGS, 1.3 AL0305'MILES EAST OF THE GULF OF MEXICO, IN SECTION 13, TOWNSHIP 27 AL0305'SOUTH, RANGE 15 EAST. AL0305' AL0305'TO REACH FROM THE INTERSECTION OF U.S. ALTERNATE HIGHWAY 19 AND AL0305'C.R. 79 (KLOSTERMAN RD.), GO NORTHEASTWARDLY AND NORTHWARDLY FOR AL0305'0.7 MILE ALONG U.S. ALTERNATE HIGHWAY 19 TO THE ENTRANCE OF TARPON AL0305'SPRINGS GOLF CLUB AND THE STATION ON THE LEFT AS DESCRIBED. AL0305' AL0305'BRONZE DISK STAMPED PINCO O SET IN TOP OF A 12-INCH DIAMETER AL0305'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS AL0305'ABOUT 70.15 FT. NORTHWEST OF A 24-INCH OAK TREE, 62.5 FT. NORTHWEST AL0305'OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK WALL WITH BRICK TOP, AL0305'38.0 FT. NORTHEAST OF SOUTHWEST CORNER OF A CONCRETE BLOCK WALL AL0305'WITH BRICK TOP, AND 2.5 FT. SOUTH OF A CONCRETE BLOCK WALL WITH AL0305'BRICK TOP. AL0305' AL0305'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER. AL0305 AL0305 STATION RECOVERY (1975) AL0305 AL0305'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AL0305'AT TARPON SPRINGS. AL0305'THIS STATION IS IN THE SOUTH CENTRAL END OF TARPON SPRINGS, 1.3 AL0305'MILES EAST OF THE GULF OF MEXICO. TO REACH STATION FROM THE AL0305'INTERSECTION OF U.S. ALT. HIGHWAY 19 (SOUTH PINELLAS AVENUE) AL0305'AND S.R. 582 (TARPON STREET) IN TARPON SPRINGS, RUN SOUTHERLY AL0305'ON U.S. ALT. HIGHWAY 19 FOR 0.95 MILE TO THE SOUTH ENTRANCE AL0305'TO TARPON SPRINGS COUNTRY CLUB. STATION ON RIGHT 70.15 FT. AL0305'NORTHWEST OF A 24 INCH OAK TREE, 62.5 FT. NORTHWEST OF THE AL0305'SOUTHEAST CORNER OF CONCRETE BLOCK WALL, WITH BRICK TOP, 70 FT. AL0305'NORTHWEST OF POWER POLE NUMBER 12A 5872R, 38 FT. NORTHEAST AL0305'OF SOUTHWEST CORNR OF CONCRETE BLOCK WALL, WITH BRICK TOP, 2.5 AL0305'FT. SOUTH OF CONCRETE WAL, WITH BRICK TOP. SET IN TOP OF AL0305'CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 13, AL0305'T 27S, R 15E AL0305 AL0305 STATION RECOVERY (1984) AL0305 AL0305'RECOVERY NOTE BY US POWER SQUADRON 1984 (ECP) AL0305'GOOD CONDITION---WITNESS POST BLANK. AL0305 AL0305 STATION RECOVERY (1990) AL0305 AL0305'RECOVERY NOTE BY US POWER SQUADRON 1990 (CBF) AL0305'RECOVERED IN GOOD CONDITION. AL0305 AL0305 STATION RECOVERY (2001) AL0305 AL0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AL0305'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL0306 *********************************************************************** AL0306 DESIGNATION - PINCO P AL0306 PID - AL0306 AL0306 STATE/COUNTY- FL/PINELLAS AL0306 USGS QUAD - TARPON SPRINGS (1995) AL0306 AL0306 *CURRENT SURVEY CONTROL AL0306 ___________________________________________________________________ AL0306* NAD 83(1990)- 28 07 35.81300(N) 082 45 33.02059(W) ADJUSTED AL0306* NAVD 88 - 5.788 (meters) 18.99 (feet) ADJUSTED AL0306 ___________________________________________________________________ AL0306 LAPLACE CORR- -1.73 (seconds) DEFLEC99 AL0306 GEOID HEIGHT- -24.93 (meters) GEOID99 AL0306 DYNAMIC HT - 5.780 (meters) 18.96 (feet) COMP AL0306 MODELED GRAV- 979,193.7 (mgal) NAVD 88 AL0306 AL0306 HORZ ORDER - SECOND AL0306 VERT ORDER - SECOND CLASS II AL0306 AL0306.The horizontal coordinates were established by classical geodetic methods AL0306.and adjusted by the National Geodetic Survey in May 1991. AL0306 AL0306.The orthometric height was determined by differential leveling AL0306.and adjusted by the National Geodetic Survey in June 1991. AL0306 AL0306.The Laplace correction was computed from DEFLEC99 derived deflections. AL0306 AL0306.The geoid height was determined by GEOID99. AL0306 AL0306.The dynamic height is computed by dividing the NAVD 88 AL0306.geopotential number by the normal gravity value computed on the AL0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL0306.degrees latitude (g = 980.6199 gals.). AL0306 AL0306.The modeled gravity was interpolated from observed gravity values. AL0306 AL0306; North East Units Scale Converg. AL0306;SPC FL W - 420,472.609 125,417.017 MT 1.00000981 -0 21 28.5 AL0306;UTM 17 - 3,112,478.935 327,221.137 MT 0.99996846 -0 49 46.3 AL0306 AL0306: Primary Azimuth Mark Grid Az AL0306:SPC FL W - INNISBROOK D 204 09 21.6 AL0306:UTM 17 - INNISBROOK D 204 37 39.4 AL0306 AL0306|---------------------------------------------------------------------| AL0306| PID Reference Object Distance Geod. Az | AL0306| dddmmss.s | AL0306| AL0236 INNISBROOK D 456.179 METERS 2034753.1 | AL0306|---------------------------------------------------------------------| AL0306 AL0306 SUPERSEDED SURVEY CONTROL AL0306 AL0306 NAD 83(1986)- 28 07 35.82030(N) 082 45 33.03058(W) AD( ) 2 AL0306 NAD 27 - 28 07 34.76806(N) 082 45 33.66618(W) AD( ) 2 AL0306 NGVD 29 - 6.049 (m) 19.85 (f) ADJ UNCH 2 2 AL0306 AL0306.Superseded values are not recommended for survey control. AL0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0306.See file dsdata.txt to determine how the superseded data were derived. AL0306 AL0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2722112479(NAD 83) AL0306_MARKER: DD = SURVEY DISK AL0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0306_STAMPING: PINCO P AL0306_MARK LOGO: FL-103 AL0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0306+STABILITY: SURFACE MOTION AL0306 AL0306 HISTORY - Date Condition Report By AL0306 HISTORY - 1974 MONUMENTED FL-103 AL0306 HISTORY - 1975 GOOD FLDT AL0306 HISTORY - 1984 GOOD USPSQD AL0306 HISTORY - 1990 GOOD USPSQD AL0306 HISTORY - 20010331 GOOD NGS AL0306 AL0306 STATION DESCRIPTION AL0306 AL0306'DESCRIBED BY PINELLAS COUNTY FLORIDA 1974 (DF) AL0306'THE STATION IS ABOUT 0.5 MILE SOUTH OF TARPON SPRINGS, ABOUT 1.5 AL0306'MILES EAST OF THE GULF OF MEXICO, IN SECTION 24, TOWNSHIP 27 SOUTH, AL0306'RANGE 15 EAST. AL0306' AL0306'TO REACH FROM THE INTERSECTION OF U.S. ALTERNATE HIGHWAY 19 AND AL0306'C.R. 79 (KLOSTERMAN RD.), GO NORTHEASTWARDLY ALONG U.S. ALTERNATE AL0306'HIGHWAY 19 FOR 0.3 MILE TO THE STEVENS COTTAGE APARTMENTS AND AL0306'STATION ON THE RIGHT AS DESCRIBED. AL0306' AL0306'BRONZE DISK STAMPED PINCO P SET IN TOP OF A 12-INCH DIAMETER AL0306'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS AL0306'ABOUT 39.5 FT. SOUTH OF THE SOUTHWEST CORNER OF THE STEVENS AL0306'COTTAGE APARTMENTS, 37.0 FT. WEST OF CENTER OF U.S. ALTERNATE AL0306'HIGHWAY 19, 8.0 FT. NORTHWEST OF NORTHWEST CORNER OF GARAGE, AND AL0306'2.5 FT. WEST OF A TELEPHONE POLE NUMBER 400 OVER 28. AL0306' AL0306'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER. AL0306 AL0306 STATION RECOVERY (1975) AL0306 AL0306'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AL0306'0.5 MI S FROM TARPON SPRINGS. AL0306'THIS STATIN IS ABOUT 0.5 MILE SOUTH OF TARPON SPRINGS, ABOUT AL0306'1.5 MILE EAST OF THE GULF OF MEXICO. TO REACH STATION FROM THE AL0306'INTERSECTION OF U.S. ALT. HIGHWAY 19 (SOUTH PINELLAS AVENUE) AL0306'AND S.R. 582 (TARPON STREET) IN TARPON SPRINGS, RUN SOUTHERLY AL0306'ON U.S. ALT. HIGHWAY 19 FOR 1.4 MILE TO STATION ON LEFT, AL0306'39.5 FT. SOUTH OF THE SOUTHWEST CORNER OF A 2 STORY STUCCO AL0306'HOUSE AT 720 U.S. ALT. HIGHWAY 19, 30 FT. NORTHWEST OF A AL0306'POWER-GUY POLE NUMBER 12A 5864R, 37 FT. WEST OF CENTER OF U.S. AL0306'ALT. HIGHWAY 19, 8 FT. NORTHWEST OF NORTHWEST CORNER OF GARAGE, AL0306'2.5 FT. WEST OF TELEPHONE POLE NUMBER 400/28. SET IN TOP OF AL0306'CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 24, AL0306'T 27S, R 15E AL0306 AL0306 STATION RECOVERY (1984) AL0306 AL0306'RECOVERY NOTE BY US POWER SQUADRON 1984 (ECP) AL0306'GOOD CONDITION--WITNESS POST SIGN INDISTINCT. AL0306 AL0306 STATION RECOVERY (1990) AL0306 AL0306'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG) AL0306'RECOVERED IN GOOD CONDITION. AL0306 AL0306 STATION RECOVERY (2001) AL0306 AL0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AL0306'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG9428 *********************************************************************** AG9428 TIDAL BM - This is a Tidal Bench Mark. AG9428 DESIGNATION - PINELLAS AG9428 PID - AG9428 AG9428 STATE/COUNTY- FL/PINELLAS AG9428 USGS QUAD - ANNA MARIA (1981) AG9428 AG9428 *CURRENT SURVEY CONTROL AG9428 ___________________________________________________________________ AG9428* NAD 83(1986)- 27 36 56. (N) 082 43 36. (W) SCALED AG9428* NAVD 88 - 1.822 (meters) 5.98 (feet) ADJUSTED AG9428 ___________________________________________________________________ AG9428 GEOID HEIGHT- -24.18 (meters) GEOID99 AG9428 DYNAMIC HT - 1.819 (meters) 5.97 (feet) COMP AG9428 MODELED GRAV- 979,158.9 (mgal) NAVD 88 AG9428 AG9428 VERT ORDER - SECOND CLASS I AG9428 AG9428.The horizontal coordinates were scaled from a topographic map and have AG9428.an estimated accuracy of +/- 6 seconds. AG9428 AG9428.The orthometric height was determined by differential leveling AG9428.and adjusted by the National Geodetic Survey in March 1995. AG9428 AG9428.This Tidal Bench Mark is designated as VM 11304 AG9428.by the Center for Operational Oceanographic Products and Services. AG9428 AG9428.The geoid height was determined by GEOID99. AG9428 AG9428.The dynamic height is computed by dividing the NAVD 88 AG9428.geopotential number by the normal gravity value computed on the AG9428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG9428.degrees latitude (g = 980.6199 gals.). AG9428 AG9428.The modeled gravity was interpolated from observed gravity values. AG9428 AG9428; North East Units Estimated Accuracy AG9428;SPC FL W - 363,820. 128,280. MT (+/- 180 meters Scaled) AG9428 AG9428 SUPERSEDED SURVEY CONTROL AG9428 AG9428.No superseded survey control is available for this station. AG9428 AG9428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL296558(NAD 83) AG9428_MARKER: DD = SURVEY DISK AG9428_SETTING: 32 = RETAINING WALL AG9428_MARK LOGO: FL-103 AG9428_MAGNETIC: N = NO MAGNETIC MATERIAL AG9428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG9428+STABILITY: SURFACE MOTION AG9428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG9428+SATELLITE: SATELLITE OBSERVATIONS - 1990 AG9428 AG9428 HISTORY - Date Condition Report By AG9428 HISTORY - 1990 MONUMENTED FL-103 AG9428 HISTORY - 19991129 GOOD USPSQD AG9428 HISTORY - 20000203 GOOD USPSQD AG9428 HISTORY - 20010331 GOOD NGS AG9428 AG9428 STATION DESCRIPTION AG9428 AG9428'DESCRIBED BY PINELLAS COUNTY FLORIDA 1990 AG9428'THE MARK IS LOCATED IN THE FORT DESOTO PARK, PINELLAS COUNTY, FL. TO AG9428'REACH THE MARK FROM THEINTERSECTION OF 1ST AVE. NORTH AND 4TH STREET AG9428'IN ST. PETERSBURG (POST OFFICE), GO WEST 2.5 MI (4.02 KM) ON FIRST AG9428'AVE. NORTH, TO U.S. 19 (34TH ST.) THEN GO SOUTH ON U.S. 19 FOR 3.6 AG9428'MI (5.79 KM) TO PINELLAS BAYWAY (STATE ROAD 682) TURN RIGHT GO WEST AG9428'ON STATE ROAD 682 FOR 2.3 MI (3.70 KM) TO THE INTERSECTION OF STATE AG9428'ROAD 679, TURN LEFT GO SOUTHERLY FOR 6.6 MI (10.62 KM) TO ANDERSON AG9428'BLVD. TURN RIGHT AND GO SOUTHWEST 1.1 MI (1.77 KM) ON ANDERSON BLVD AG9428'TO A PAVED ROAD (NO NAME) LEADING TO THE FORT DESOTO PARK PARKING AG9428'AREA, FISHING PIER AND THE MARK. THE MARK IS LOCATED 20.0 FT (6.10 AG9428'M) EAST OF THE EAST EDGE OF THE PIER 1.0 FT (0.30 M) NORTH OF THE AG9428'SOUTH EDGE OF THE SEAWALL, 1.0 FT (0.30 M) SOUTH OF THE NORTH EDGE OF AG9428'THE SEAWALL. NOTE--THE DISK IS NOT STAMPED. AG9428 AG9428 STATION RECOVERY (1999) AG9428 AG9428'RECOVERY NOTE BY US POWER SQUADRON 1999 AG9428'RECOVERED IN GOOD CONDITION. AG9428 AG9428 STATION RECOVERY (2000) AG9428 AG9428'RECOVERY NOTE BY US POWER SQUADRON 2000 AG9428'RECOVERED IN GOOD CONDITION. AG9428 AG9428 STATION RECOVERY (2001) AG9428 AG9428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG9428'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG2233 *********************************************************************** AG2233 DESIGNATION - PINELLAS PARK MUN TANK AG2233 PID - AG2233 AG2233 STATE/COUNTY- FL/PINELLAS AG2233 USGS QUAD - ST PETERSBURG (1987) AG2233 AG2233 *CURRENT SURVEY CONTROL AG2233 ___________________________________________________________________ AG2233* NAD 83(1990)- 27 51 01.61261(N) 082 41 54.16092(W) ADJUSTED AG2233* NAVD 88 - AG2233 ___________________________________________________________________ AG2233 LAPLACE CORR- -1.73 (seconds) DEFLEC99 AG2233 GEOID HEIGHT- -24.42 (meters) GEOID99 AG2233 AG2233 HORZ ORDER - THIRD AG2233 AG2233.The horizontal coordinates were established by classical geodetic methods AG2233.and adjusted by the National Geodetic Survey in May 1991. AG2233 AG2233 AG2233.The Laplace correction was computed from DEFLEC99 derived deflections. AG2233 AG2233.The geoid height was determined by GEOID99. AG2233 AG2233; North East Units Scale Converg. AG2233;SPC FL W - 389,832.712 131,214.707 MT 0.99999955 -0 19 34.6 AG2233;UTM 17 - 3,081,794.030 332,767.310 MT 0.99994520 -0 47 37.0 AG2233 AG2233 SUPERSEDED SURVEY CONTROL AG2233 AG2233 NAD 83(1986)- 27 51 01.61845(N) 082 41 54.17312(W) AD( ) 4 AG2233 NAD 27 - 27 51 00.53239(N) 082 41 54.81150(W) AD( ) 3 AG2233 AG2233.Superseded values are not recommended for survey control. AG2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2233.See file dsdata.txt to determine how the superseded data were derived. AG2233 AG2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3276781794(NAD 83) AG2233_MARKER: 53 = ELEVATED TANK AG2233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG2233+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2003 AG2233 AG2233 HISTORY - Date Condition Report By AG2233 HISTORY - 1972 FIRST OBSERVED NGS AG2233 HISTORY - 20030218 GOOD USPSQD AG2233 AG2233 STATION DESCRIPTION AG2233 AG2233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL) AG2233'THE STATION IS THE APEX OF VENT ATOP AND CENTER OF A WATER TANK AG2233'OWNED BY THE CITY OF PINELLAS PARK. THE TANK HAS A CYLINDRICAL AG2233'BODY WITH A DOME SHAPED TOP AND HEMISPHERICAL BOTTOM, SUPPORTED AG2233'BY 6 TUBULAR LEGS. IT IS GRAYISH IN COLOR AND APPROXIMATELY AG2233'120 FEET HIGH. AG2233' AG2233'THE TANK IS LOCATED IN PINELLAS PARK, IN THE NORTHWEST ANGLE AG2233'OF THE INTERSECTION OF 47TH STREET AND 86TH AVENUE. IT IS AG2233'112 FEET WEST OF THE CENTER LINE OF 47TH STREET AND 101 FEET AG2233'NORTH OF THE CENTER LINE OF 86TH AVENUE. AG2233 AG2233 STATION RECOVERY (2003) AG2233 AG2233'RECOVERY NOTE BY US POWER SQUADRON 2003 (FS) AG2233'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5334 *********************************************************************** AG5334 DESIGNATION - R 262 AG5334 PID - AG5334 AG5334 STATE/COUNTY- FL/PINELLAS AG5334 USGS QUAD - GANDY BRIDGE (1987) AG5334 AG5334 *CURRENT SURVEY CONTROL AG5334 ___________________________________________________________________ AG5334* NAD 83(1986)- 27 52 39. (N) 082 35 25. (W) SCALED AG5334* NAVD 88 - 2.233 (meters) 7.33 (feet) ADJUSTED AG5334 ___________________________________________________________________ AG5334 GEOID HEIGHT- -24.64 (meters) GEOID99 AG5334 DYNAMIC HT - 2.229 (meters) 7.31 (feet) COMP AG5334 MODELED GRAV- 979,181.7 (mgal) NAVD 88 AG5334 AG5334 VERT ORDER - FIRST CLASS I AG5334 AG5334.The horizontal coordinates were scaled from a topographic map and have AG5334.an estimated accuracy of +/- 6 seconds. AG5334 AG5334.The orthometric height was determined by differential leveling AG5334.and adjusted by the National Geodetic Survey in June 1991. AG5334 AG5334.The geoid height was determined by GEOID99. AG5334 AG5334.The dynamic height is computed by dividing the NAVD 88 AG5334.geopotential number by the normal gravity value computed on the AG5334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5334.degrees latitude (g = 980.6199 gals.). AG5334 AG5334.The modeled gravity was interpolated from observed gravity values. AG5334 AG5334; North East Units Estimated Accuracy AG5334;SPC FL W - 392,780. 141,880. MT (+/- 180 meters Scaled) AG5334 AG5334 SUPERSEDED SURVEY CONTROL AG5334 AG5334 NGVD 29 - 2.500 (m) 8.20 (f) ADJ UNCH 1 1 AG5334 AG5334.Superseded values are not recommended for survey control. AG5334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5334.See file dsdata.txt to determine how the superseded data were derived. AG5334 AG5334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL434846(NAD 83) AG5334_MARKER: DB = BENCH MARK DISK AG5334_SETTING: 30 = CULVERT AG5334_STAMPING: R 262 1966 AG5334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG5334 AG5334 HISTORY - Date Condition Report By AG5334 HISTORY - 1966 MONUMENTED CGS AG5334 HISTORY - 1975 GOOD NGS AG5334 HISTORY - 1978 GOOD NGS AG5334 HISTORY - 19991116 MARK NOT FOUND USPSQD AG5334 HISTORY - 20010331 MARK NOT FOUND NGS AG5334 AG5334 STATION DESCRIPTION AG5334 AG5334'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AG5334'3.9 MI W FROM TAMPA. AG5334'ABOUT 3.9 MILES WEST ALONG GANDY BOULEVARD FROM THE INTERSECTION AG5334'OF WEST SHORE BOULEVARD AT TAMPA, ABOUT 0.5 MILE WEST OF THE WEST AG5334'END OF GANDY BRIDGE, NEAR THE TWO TOWERS OF W.S.U.N. RADIO AG5334'STATION, 39.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE RADIO AG5334'BUILDING, 24.5 FEET NORTH OF THE CENTER LINE OF THE WEST-BOUND AG5334'LANE OF HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF THE BOULEVARD AG5334'AND IN THE TOP 3.3 FEET WEST OF THE EAST END OF THE NORTH AG5334'CONCRETE HEAD WALL FOR A CULVERT TO CARRY RADIO CABLES FROM THE AG5334'TOWER ON THE NORTH SIDE OF THE HIGHWAY TO THE TOWER ON THE SOUTH AG5334'SIDE OF HIGHWAY. AG5334 AG5334 STATION RECOVERY (1975) AG5334 AG5334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 AG5334'RECOVERED IN GOOD CONDITION. AG5334 AG5334 STATION RECOVERY (1978) AG5334 AG5334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AG5334'RECOVERED IN GOOD CONDITION. AG5334 AG5334 STATION RECOVERY (1999) AG5334 AG5334'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5334'MARK NOT FOUND. AG5334 AG5334 STATION RECOVERY (2001) AG5334 AG5334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5334'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0846 *********************************************************************** AG0846 TIDAL BM - This is a Tidal Bench Mark. AG0846 DESIGNATION - RIO AG0846 PID - AG0846 AG0846 STATE/COUNTY- FL/PINELLAS AG0846 USGS QUAD - ST PETERSBURG (1987) AG0846 AG0846 *CURRENT SURVEY CONTROL AG0846 ___________________________________________________________________ AG0846* NAD 83(1999)- 27 50 48.53237(N) 082 37 47.84171(W) ADJUSTED AG0846* NAVD 88 - 0.888 (meters) 2.91 (feet) ADJUSTED AG0846 ___________________________________________________________________ AG0846 X - 723,950.873 (meters) COMP AG0846 Y - -5,597,022.718 (meters) COMP AG0846 Z - 2,961,494.860 (meters) COMP AG0846 LAPLACE CORR- -1.85 (seconds) DEFLEC99 AG0846 ELLIP HEIGHT- -23.75 (meters) (05/29/03) GPS OBS AG0846 GEOID HEIGHT- -24.53 (meters) GEOID99 AG0846 DYNAMIC HT - 0.886 (meters) 2.91 (feet) COMP AG0846 MODELED GRAV- 979,179.9 (mgal) NAVD 88 AG0846 AG0846 HORZ ORDER - FIRST AG0846 VERT ORDER - SECOND CLASS I AG0846 ELLP ORDER - FOURTH CLASS II AG0846 AG0846.The horizontal coordinates were established by GPS observations AG0846.and adjusted by the National Geodetic Survey in May 2003. AG0846 AG0846.The orthometric height was determined by differential leveling AG0846.and adjusted by the National Geodetic Survey in June 1991. AG0846 AG0846.This Tidal Bench Mark is designated as VM 11291 AG0846.by the Center for Operational Oceanographic Products and Services. AG0846 AG0846.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG0846 AG0846.The Laplace correction was computed from DEFLEC99 derived deflections. AG0846 AG0846.The ellipsoidal height was determined by GPS observations AG0846.and is referenced to NAD 83. AG0846 AG0846.The geoid height was determined by GEOID99. AG0846 AG0846.The dynamic height is computed by dividing the NAVD 88 AG0846.geopotential number by the normal gravity value computed on the AG0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0846.degrees latitude (g = 980.6199 gals.). AG0846 AG0846.The modeled gravity was interpolated from observed gravity values. AG0846 AG0846; North East Units Scale Converg. AG0846;SPC FL W - 389,393.583 137,951.884 MT 0.99998868 -0 17 39.4 AG0846;UTM 17 - 3,081,299.999 339,500.261 MT 0.99991796 -0 45 41.5 AG0846 AG0846: Primary Azimuth Mark Grid Az AG0846:SPC FL W - BRIGHTWATER 158 09 20.6 AG0846:UTM 17 - BRIGHTWATER 158 37 22.7 AG0846 AG0846|---------------------------------------------------------------------| AG0846| PID Reference Object Distance Geod. Az | AG0846| dddmmss.s | AG0846| AG2145 ST PETERSBURG TV STA WLCY MAST APPROX. 3.0 KM 0244156.7 | AG0846| AG0865 RIO RM 3 80.808 METERS 02845 | AG0846| AG2092 ST PETERSBURG R STA WSUN N TWR APPROX. 5.2 KM 0481806.8 | AG0846| AG2093 ST PETERSBURG R STA WSUN S TWR APPROX. 5.2 KM 0501234.0 | AG0846| AG2113 WEEDON ISLAND FLA POWER CO STK APPROX. 3.3 KM 0611310.2 | AG0846| AG0863 RIO RM 1 27.257 METERS 06403 | AG0846| AG2146 BRIGHTWATER APPROX. 5.4 KM 1575141.2 | AG0846| AG0864 RIO RM 2 21.562 METERS 16807 | AG0846| AG2137 SNELL ISLE COUNTRY CLUB TANK APPROX. 5.6 KM 1703022.7 | AG0846| AG2189 ST PETERSBURG VINOY PARK HOTEL APPROX. 7.6 KM 1802128.9 | AG0846| AG2176 ST PETERSBURG 13TH AVE MUN TK APPROX. 6.9 KM 1883536.8 | AG0846| AG2235 ST PETERSBURG FIRST ASSY GOD APPROX. 3.7 KM 2372822.6 | AG0846| AG2218 ST PETERSBURG RAD STA WWBA MST APPROX. 4.4 KM 2441333.7 | AG0846| AG2206 ST PETERSBURG RAD STA WQYK MST APPROX. 3.1 KM 3580631.9 | AG0846|---------------------------------------------------------------------| AG0846 AG0846 SUPERSEDED SURVEY CONTROL AG0846 AG0846 NAD 83(1990)- 27 50 48.53079(N) 082 37 47.83986(W) AD( ) 1 AG0846 NAD 83(1986)- 27 50 48.53614(N) 082 37 47.85189(W) AD( ) 1 AG0846 NAD 27 - 27 50 47.44778(N) 082 37 48.49856(W) AD( ) 1 AG0846 NGVD 29 - 1.149 (m) 3.77 (f) ADJ UNCH 2 1 AG0846 AG0846.Superseded values are not recommended for survey control. AG0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0846.See file dsdata.txt to determine how the superseded data were derived. AG0846 AG0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3950081300(NAD 83) AG0846_MARKER: DS = TRIANGULATION STATION DISK AG0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0846_STAMPING: RIO 1973 AG0846_MARK LOGO: NGS AG0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0846+STABILITY: SURFACE MOTION AG0846 AG0846 HISTORY - Date Condition Report By AG0846 HISTORY - 1973 MONUMENTED NGS AG0846 HISTORY - 1976 GOOD NGS AG0846 HISTORY - 1982 GOOD FLDNR AG0846 HISTORY - 19990209 GOOD USPSQD AG0846 HISTORY - 20010331 GOOD NGS AG0846 AG0846 STATION DESCRIPTION AG0846 AG0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AG0846'STATION IS ABOUT 5 MILES NORTH OF DOWNTOWN ST PETERSBURG, 4-3/4 AG0846'MILES EAST OF CENTER OF PINELLAS PARK, 1/2 MILE EAST OF THE AG0846'JUNCTION OF U.S. HIGHWAY 92 AND 83 AVENUE NORTH, JUST SOUTH OF AG0846'THE JUNCTION OF 83 AVENUE NORTH AND MACOMA DRIVE NORTHEAST AND AG0846'ON THE GROUNDS OF THE RIO VISTA ELEMENTARY SCHOOL. AG0846' AG0846'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 92 AND AG0846'STATE HIGHWAYS 686 AND 687 IN THE NORTH EDGE OF ST PETERSBURG, AG0846'GO SOUTH ON HIGHWAY 92 AND 687 FOR 1.15 MILES TO THE JUNCTION OF AG0846'83 AVENUE NORTH. TURN LEFT AND GO EAST ON 83 AVENUE NORTH FOR AG0846'0.55 MILE TO THE JUNCTION OF MACOMA DRIVE NORTHEAST. TURN AG0846'RIGHT AND GO SOUTH ON MACOMA DRIVE NORTHEAST FOR 0.05 MILE TO AG0846'THE RIO VISTA ELEMENTARY SCHOOL AND THE STATION ON THE LEFT AG0846'AS DESCRIBED. AG0846' AG0846'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS STAMPED AG0846'RIO 1973. THE SURFACE MARK IS SET IN A ROUND CONCRETE POST AG0846'FLUSH WITH THE GROUND. IT IS 100 FEET SOUTHWEST OF THE AG0846'NORTHWEST CORNER OF THE SMALLER OF 2 SCHOOL BUILDINGS, 58 FEET AG0846'WEST OF THE NORTHWEST CORNER OF THE TWO STORY SCHOOL BUILDING, AG0846'35 FEET EAST OF CENTER OF MACOMA DRIVE NORTHEAST, 18.5 FEET AG0846'NORTHWEST OF A PALM TREE AND 16 FEET EAST OF A PALM TREE. AG0846' AG0846'REFERENCE MARK 1, STAMPED RIO NO 1 1973, IS A STANDARD DISK AG0846'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A WALKWAY AG0846'AROUND THE SMALLER OF 2 SCHOOL BUILDINGS. IT IS 57.5 FEET AG0846'NORTHEAST OF THE NORTHWEST CORNER OF TWO STORY SCHOOL BUILDING AG0846'AND 11 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE SMALLER AG0846'SCHOOL BUILDING. AG0846' AG0846'REFERENCE MARK 2, STAMPED RIO NO 2 1973, IS A STANDARD DISK AG0846'CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION OF A FLAG AG0846'POLE. IT IS 62.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE AG0846'TWO STORY SCHOOL BUILDING, 49.5 FEET EAST OF CENTER OF MACOMA AG0846'DRIVE NORTHEAST AND 1.3 FEET NORTHWEST OF CENTER OF THE FLAG AG0846'POLE. AG0846' AG0846'REFERENCE MARK 3, STAMPED RIO NO 3 1973, IS A STANDARD DISK AG0846'CEMENTED IN A DRILL HOLE IN A CONCRETE WALKWAY LEADING TO THE AG0846'RIO VISTA PRESBYTERIAN CHURCH. IT IS 3.7 FEET WEST OF THE WEST AG0846'ENTRANCE TO THE CHURCH AND 0.5 FEET SOUTH OF THE NORTH EDGE OF AG0846'THE SIDEWALK. AG0846' AG0846'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. AG0846 AG0846 STATION RECOVERY (1976) AG0846 AG0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0846'IN ST PETERSBURG. AG0846'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0846'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH STREET FOR 1.15 AG0846'MILES TO THE INTERSECTION OF 83RD AVENUE N. TURN LEFT AND RUN AG0846'EASTERLY ON 83RD AVENUE N. FOR 0.50 TO THE INTERSECTION OF MACOMA CR. AG0846'N., TURN RIGHT AND RUN SOUTHERLY ON MACOMA DR. N. FOR 0.05 MILE. AG0846'STATION ON LEFT, 35.0 FT. EAST OF THE CENTERLINE OF MACOMA DR. N., AG0846'114.0 FT. SOUTH OF THE EXTENDED CENTERLINE OF 82ND AVE. N., 57.9 FT. AG0846'W.N.W. OF THE N.W. CORNER OF A TWO STORY CONCRETE BLOCK SCHOOL AG0846'BUILDING (RIO VISTA), 106.7 FT. EAST OF THE N.E. CORNER OF A SINGLE AG0846'STORY BLOCK HOUSE (8118 MACOMA DR. N.). SET IN THE TOP OF A CONCRETE AG0846'POST THAT IS SET FLUSH WITH THE GROUND. SECTION 29, T 30, R 17. AG0846 AG0846 STATION RECOVERY (1982) AG0846 AG0846'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG0846'RECOVERED IN GOOD CONDITION. AG0846 AG0846 STATION RECOVERY (1999) AG0846 AG0846'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0846'RECOVERED IN GOOD CONDITION. AG0846 AG0846 STATION RECOVERY (2001) AG0846 AG0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0846'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0848 *********************************************************************** AG0848 TIDAL BM - This is a Tidal Bench Mark. AG0848 DESIGNATION - RIO A AG0848 PID - AG0848 AG0848 STATE/COUNTY- FL/PINELLAS AG0848 USGS QUAD - PORT TAMPA (1983) AG0848 AG0848 *CURRENT SURVEY CONTROL AG0848 ___________________________________________________________________ AG0848* NAD 83(1990)- 27 51 05.48347(N) 082 37 26.52669(W) ADJUSTED AG0848* NAVD 88 - 4.084 (meters) 13.40 (feet) ADJUSTED AG0848 ___________________________________________________________________ AG0848 LAPLACE CORR- -1.80 (seconds) DEFLEC99 AG0848 GEOID HEIGHT- -24.55 (meters) GEOID99 AG0848 DYNAMIC HT - 4.078 (meters) 13.38 (feet) COMP AG0848 MODELED GRAV- 979,180.2 (mgal) NAVD 88 AG0848 AG0848 HORZ ORDER - SECOND AG0848 VERT ORDER - SECOND CLASS I AG0848 AG0848.The horizontal coordinates were established by classical geodetic methods AG0848.and adjusted by the National Geodetic Survey in May 1991. AG0848 AG0848.The orthometric height was determined by differential leveling AG0848.and adjusted by the National Geodetic Survey in June 1991. AG0848 AG0848.This Tidal Bench Mark is designated as VM 10670 AG0848.by the Center for Operational Oceanographic Products and Services. AG0848 AG0848.The Laplace correction was computed from DEFLEC99 derived deflections. AG0848 AG0848.The geoid height was determined by GEOID99. AG0848 AG0848.The dynamic height is computed by dividing the NAVD 88 AG0848.geopotential number by the normal gravity value computed on the AG0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0848.degrees latitude (g = 980.6199 gals.). AG0848 AG0848.The modeled gravity was interpolated from observed gravity values. AG0848 AG0848; North East Units Scale Converg. AG0848;SPC FL W - 389,912.386 138,537.731 MT 0.99998779 -0 17 29.6 AG0848;UTM 17 - 3,081,813.970 340,090.277 MT 0.99991563 -0 45 32.0 AG0848 AG0848|---------------------------------------------------------------------| AG0848| PID Reference Object Distance Geod. Az | AG0848| dddmmss.s | AG0848| AG0850 RIO C 144.088 METERS 01258 | AG0848| AG0540 GANDY K 355.405 METERS 35654 | AG0848|---------------------------------------------------------------------| AG0848 AG0848 SUPERSEDED SURVEY CONTROL AG0848 AG0848 NAD 83(1986)- 27 51 05.48890(N) 082 37 26.53869(W) AD( ) 2 AG0848 NAD 27 - 27 51 04.40119(N) 082 37 27.18605(W) AD( ) 2 AG0848 NGVD 29 - 4.345 (m) 14.26 (f) ADJ UNCH 2 1 AG0848 AG0848.Superseded values are not recommended for survey control. AG0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0848.See file dsdata.txt to determine how the superseded data were derived. AG0848 AG0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4009081814(NAD 83) AG0848_MARKER: DD = SURVEY DISK AG0848_SETTING: 36 = BRIDGE SIDEWALK AG0848_STAMPING: RIO A AG0848_MARK LOGO: FL-103 AG0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG0848 AG0848 HISTORY - Date Condition Report By AG0848 HISTORY - 1973 MONUMENTED FL-103 AG0848 HISTORY - 1975 GOOD FLDT AG0848 HISTORY - 1982 GOOD FLDNR AG0848 HISTORY - 19990209 MARK NOT FOUND USPSQD AG0848 HISTORY - 20010331 MARK NOT FOUND NGS AG0848 AG0848 STATION DESCRIPTION AG0848 AG0848'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 AG0848'SEE STATION RIO C. AG0848 AG0848 STATION RECOVERY (1975) AG0848 AG0848'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0848'AT ST PETERSBURG. AG0848'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. AG0848'(S.R. 686), 4TH STREET N (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY AG0848'92 EAST), RUN EASTERLY ON GANDY BLVD. FOR 1.15 MILE TO THE T AG0848'JUNCTION OF SAN MARTIN BLVD. TURN RIGHT AND RUN SOUTHERLY ON AG0848'SAN MARTIN BLVD. FOR 1.35 MILE. STATION ON LEFT, IN THE SW AG0848'CORNER OF BRIDGE. SET IN TOP OF BRIDGE SIDEWALK. SECTION 20, AG0848'T 30S, R 17E. AG0848 AG0848 STATION RECOVERY (1982) AG0848 AG0848'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG0848'RECOVERED IN GOOD CONDITION. AG0848 AG0848 STATION RECOVERY (1999) AG0848 AG0848'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0848'MARK NOT FOUND. AG0848 AG0848 STATION RECOVERY (2001) AG0848 AG0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0848'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0849 *********************************************************************** AG0849 DESIGNATION - RIO B AG0849 PID - AG0849 AG0849 STATE/COUNTY- FL/PINELLAS AG0849 USGS QUAD - ST PETERSBURG (1987) AG0849 AG0849 *CURRENT SURVEY CONTROL AG0849 ___________________________________________________________________ AG0849* NAD 83(1990)- 27 51 38.12830(N) 082 38 19.64377(W) ADJUSTED AG0849* NAVD 88 - 1.846 (meters) 6.06 (feet) ADJUSTED AG0849 ___________________________________________________________________ AG0849 LAPLACE CORR- -1.78 (seconds) DEFLEC99 AG0849 GEOID HEIGHT- -24.54 (meters) GEOID99 AG0849 DYNAMIC HT - 1.843 (meters) 6.05 (feet) COMP AG0849 MODELED GRAV- 979,181.1 (mgal) NAVD 88 AG0849 AG0849 HORZ ORDER - SECOND AG0849 VERT ORDER - SECOND CLASS II AG0849 AG0849.The horizontal coordinates were established by classical geodetic methods AG0849.and adjusted by the National Geodetic Survey in May 1991. AG0849 AG0849.The orthometric height was determined by differential leveling AG0849.and adjusted by the National Geodetic Survey in June 1991. AG0849 AG0849.The Laplace correction was computed from DEFLEC99 derived deflections. AG0849 AG0849.The geoid height was determined by GEOID99. AG0849 AG0849.The dynamic height is computed by dividing the NAVD 88 AG0849.geopotential number by the normal gravity value computed on the AG0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0849.degrees latitude (g = 980.6199 gals.). AG0849 AG0849.The modeled gravity was interpolated from observed gravity values. AG0849 AG0849; North East Units Scale Converg. AG0849;SPC FL W - 390,924.735 137,089.713 MT 0.99999001 -0 17 54.7 AG0849;UTM 17 - 3,082,838.026 338,650.667 MT 0.99992134 -0 45 57.6 AG0849 AG0849: Primary Azimuth Mark Grid Az AG0849:SPC FL W - RIO E AZ MK 2 178 39 09.7 AG0849:UTM 17 - RIO E AZ MK 2 179 07 12.6 AG0849 AG0849|---------------------------------------------------------------------| AG0849| PID Reference Object Distance Geod. Az | AG0849| dddmmss.s | AG0849| AG0854 RIO E AZ MK 2 APPROX. 0.8 KM 1782115.0 | AG0849| AG0533 GANDY C 367.679 METERS 35723 | AG0849|---------------------------------------------------------------------| AG0849 AG0849 SUPERSEDED SURVEY CONTROL AG0849 AG0849 NAD 83(1986)- 27 51 38.13378(N) 082 38 19.65558(W) AD( ) 2 AG0849 NAD 27 - 27 51 37.04717(N) 082 38 20.30145(W) AD( ) 2 AG0849 NGVD 29 - 2.107 (m) 6.91 (f) ADJ UNCH 2 2 AG0849 AG0849.Superseded values are not recommended for survey control. AG0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0849.See file dsdata.txt to determine how the superseded data were derived. AG0849 AG0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3865182838(NAD 83) AG0849_MARKER: DD = SURVEY DISK AG0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0849_STAMPING: RIO B AG0849_MARK LOGO: FL-103 AG0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0849+STABILITY: SURFACE MOTION AG0849 AG0849 HISTORY - Date Condition Report By AG0849 HISTORY - 1973 MONUMENTED FL-103 AG0849 HISTORY - 1976 GOOD NGS AG0849 HISTORY - 1983 MARK NOT FOUND USPSQD AG0849 HISTORY - 20030217 MARK NOT FOUND USPSQD AG0849 AG0849 STATION DESCRIPTION AG0849 AG0849'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DF) AG0849'THE STATION IS LOCATED IN THE NORTHEASTERN PORTION OF AG0849'ST. PETERSBURG, ABOUT 1.0 MILE WEST OF RIVIERA BAY, IN SECTION 19, AG0849'TOWNSHIP 30 SOUTH, RANGE 17 EAST. AG0849' AG0849'TO REACH FROM THE JUNCTION OF STATE ROAD 687 (4TH STREET N.) AG0849'AND GANDY BOULEVARD (STATE ROUTE 600) AND STATE ROUTE 686 AG0849'(ROOSEVELT BOULEVARD), GO SOUTH ON 4TH STREET N. FOR .25 MILE TO AG0849'THE INTERSECTION OF 94TH AVE. N. STATION IS LOCATED IN THE MIDDLE AG0849'OF THE MEDIAN AS DESCRIBED. AG0849' AG0849'BRONZE DISK STAMPED RIO B SET IN TOP OF A 12 INCH DIAMETER ROUND AG0849'CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0849' AG0849'IT IS 52.3 FEET WEST OF A CONCRETE LIGHT POLE ON THE EAST SIDE OF AG0849'4TH STREET N., 49.9 FEET EAST OF A CONCRETE POWER POLE NUMBER AG0849'1-77500 ON THE WEST SIDE OF 4TH STREET N., 30.4 FEET NORTH OF AG0849'THE SOUTH END OF THE MEDIAN STRIP, 29.8 FEET WEST OF CENTER OF AG0849'THE NORTHBOUND LANES OF 4TH STREET N., 24.9 FEET EAST OF THE AG0849'CENTER OF THE SOUTHBOUND LANES OF 4TH STREET N. AG0849' AG0849'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0849 AG0849 STATION RECOVERY (1976) AG0849 AG0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0849'IN ST PETERSBURG. AG0849'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0849'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH STREET FOR 0.25 AG0849'MILES TO THE INTERSECTION OF S.R. 694. STATION ON LEFT, 03.5 FEET AG0849'WEST OF THE CENTERLINE OF 4TH STREET, 24.7 FEET EAST OF THE SOUTHBOUND AG0849'LANE OF 4TH STREET, 49.7 FEET NORTH OF THE INTERSECTION OF S.R. 697 AG0849'AND S.R. 694, 50.5 FT. EAST OF A POWER POLE (NUMBER 1-77500), 30.8 FT. AG0849'NORTH OF THE SOUTH END OF A CONCRETE LANE DIVIDER, 06.1 FT. EAST OF AG0849'THE WEST SIDE OF LANE DIVIDER. SET IN TOP OF CONCRETE POST THAT IS AG0849'FLUSH WITH THE GROUND. SECTION 19, T 30, R 17. AG0849 AG0849 STATION RECOVERY (1983) AG0849 AG0849'RECOVERY NOTE BY US POWER SQUADRON 1983 (GGH) AG0849'RIO B MARKER COULD NOT BE FOUND - POLE 1-7750 HAS BEEN REPLACED AND AG0849'RELOCATED - MEDIUM WAS CHECKED THOROUGHLY BUT MARKER COULD NOT BE AG0849'FOUND. AG0849 AG0849 STATION RECOVERY (2003) AG0849 AG0849'RECOVERY NOTE BY US POWER SQUADRON 2003 (DFR) AG0849'NEW CONSTRUCTION COVERED DESCRIBED MARKER SITE 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0850 *********************************************************************** AG0850 TIDAL BM - This is a Tidal Bench Mark. AG0850 DESIGNATION - RIO C AG0850 PID - AG0850 AG0850 STATE/COUNTY- FL/PINELLAS AG0850 USGS QUAD - PORT TAMPA (1983) AG0850 AG0850 *CURRENT SURVEY CONTROL AG0850 ___________________________________________________________________ AG0850* NAD 83(1990)- 27 51 10.04503(N) 082 37 25.34531(W) ADJUSTED AG0850* NAVD 88 - 0.859 (meters) 2.82 (feet) ADJUSTED AG0850 ___________________________________________________________________ AG0850 LAPLACE CORR- -1.79 (seconds) DEFLEC99 AG0850 GEOID HEIGHT- -24.55 (meters) GEOID99 AG0850 DYNAMIC HT - 0.857 (meters) 2.81 (feet) COMP AG0850 MODELED GRAV- 979,180.4 (mgal) NAVD 88 AG0850 AG0850 HORZ ORDER - SECOND AG0850 VERT ORDER - SECOND CLASS I AG0850 AG0850.The horizontal coordinates were established by classical geodetic methods AG0850.and adjusted by the National Geodetic Survey in May 1991. AG0850 AG0850.The orthometric height was determined by differential leveling AG0850.and adjusted by the National Geodetic Survey in June 1991. AG0850.WARNING-Repeat measurements at this control monument indicate possible AG0850.vertical movement. AG0850 AG0850.This Tidal Bench Mark is designated as VM 10671 AG0850.by the Center for Operational Oceanographic Products and Services. AG0850 AG0850.The Laplace correction was computed from DEFLEC99 derived deflections. AG0850 AG0850.The geoid height was determined by GEOID99. AG0850 AG0850.The dynamic height is computed by dividing the NAVD 88 AG0850.geopotential number by the normal gravity value computed on the AG0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0850.degrees latitude (g = 980.6199 gals.). AG0850 AG0850.The modeled gravity was interpolated from observed gravity values. AG0850 AG0850; North East Units Scale Converg. AG0850;SPC FL W - 390,052.634 138,570.767 MT 0.99998774 -0 17 29.1 AG0850;UTM 17 - 3,081,953.934 340,124.453 MT 0.99991549 -0 45 31.5 AG0850 AG0850: Primary Azimuth Mark Grid Az AG0850:SPC FL W - RIO 223 11 42.5 AG0850:UTM 17 - RIO 223 39 44.9 AG0850 AG0850|---------------------------------------------------------------------| AG0850| PID Reference Object Distance Geod. Az | AG0850| dddmmss.s | AG0850| AG2092 ST PETERSBURG R STA WSUN N TWR APPROX. 4.3 KM 0492640.6 | AG0850| AG2093 ST PETERSBURG R STA WSUN S TWR APPROX. 4.3 KM 0514508.1 | AG0850| AG2148 RIO C PT A 7.216 METERS 17046 | AG0850| AG0848 RIO A 144.089 METERS 19258 | AG0850| AG0846 RIO APPROX. 0.9 KM 2225413.4 | AG0850|---------------------------------------------------------------------| AG0850 AG0850 SUPERSEDED SURVEY CONTROL AG0850 AG0850 NAD 83(1986)- 27 51 10.05049(N) 082 37 25.35731(W) AD( ) 2 AG0850 NAD 27 - 27 51 08.96279(N) 082 37 26.00474(W) AD( ) 2 AG0850 NGVD 29 - 1.121 (m) 3.68 (f) ADJ UNCH 2 1 AG0850 AG0850.Superseded values are not recommended for survey control. AG0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0850.See file dsdata.txt to determine how the superseded data were derived. AG0850 AG0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4012481954(NAD 83) AG0850_MARKER: DD = SURVEY DISK AG0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0850_STAMPING: RIO C AG0850_MARK LOGO: FL-103 AG0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0850+STABILITY: SURFACE MOTION AG0850 AG0850 HISTORY - Date Condition Report By AG0850 HISTORY - 1973 MONUMENTED FL-103 AG0850 HISTORY - 1975 GOOD FLDT AG0850 HISTORY - 1982 GOOD FLDNR AG0850 HISTORY - 19990209 GOOD USPSQD AG0850 HISTORY - 20010331 GOOD NGS AG0850 AG0850 STATION DESCRIPTION AG0850 AG0850'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG0850'LOCATED JUST NORTH OF BRIDGE ACROSS RIVIERA BAY TO WEEDON ISLAND. AG0850' AG0850'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 92 (4TH STREET N) WITH AG0850'GANDY BOULEVARD AND ROOSEVELT BOULEVARD, ABOUT .4 MILES SOUTHEAST AG0850'OF THE ST. PETERSBURG-CLEARWATER INTERNATIONAL AIRPORT, GO SOUTH AG0850'ON U.S. HIGHWAY 92 (4TH STREET N) FOR 1.2 MILES TO 83RD AVENUE AG0850'N. TURN LEFT AND GO EAST ON 83RD AVENUE N FOR 0.5 MILES TO AG0850'MACOMA DRIVE ON THE RIGHT. BEAR LEFT AT MACOMA DRIVE AND FOLLOW AG0850'PAVED ROAD NORTHEASTWARDLY FOR 0.4 MILES TO BRIDGE. STATION AG0850'IS ON THE LEFT ABOUT 200 FEET NORTH OF THE BRIDGE AS DESCRIBED. AG0850' AG0850'BRONZE DISK STAMPED RIO-C SET IN THE TOP OF A 12 INCH DIAMETER AG0850'ROUND CONCRETE MONUMENT THAT IS 3 INCHES ABOVE THE GROUND. THE AG0850'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES AG0850'BELOW THE GROUND SURFACE. IT IS ABOUT 20.5 FEET WEST OF THE AG0850'CENTER OF PAVED ROAD, 17 FEET NORTHWEST OF THE END OF CURBING, AND AG0850'10 FEET NORTH OF THE CENTER OF AN ASPHALT SPILLWAY. AG0850' AG0850'RIO-A, USED AS AZIMUTH MARK, IS AT THE SOUTHEAST CORNER OF THE AG0850'BRIDGE AS DESCRIBED. AG0850' AG0850'BRONZE DISK STAMPED RIO-A CEMENTED IN THE CONCRETE WINGWALL AG0850'BETWEEN THE EAST RAILING AND THE EAST CURB AT THE SOUTHEAST AG0850'CORNER OF THE BRIDGE. AG0850' AG0850'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0850 AG0850 STATION RECOVERY (1975) AG0850 AG0850'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0850'AT ST PETERSBURG. AG0850'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. AG0850'(S.R. 686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY AG0850'92 EAST), RUN EASTERLY ON GANDY BLVD. FOR 1.15 MILE TO THE T AG0850'JUNCTION OF SAN MARTIN BLVD. TURN RIGHT AND RUN SOUTHERLY ON SAN AG0850'MARTIN BLVD. FOR 1.25 MILE. STATION ON RIGHT, 362.0 FT. N/NE AG0850'FROM THE NW CORNER OF BRIDGE, 22.0 FT. WEST OF THE CENTERLINE OF AG0850'SAN MARTIN BLVD., 17.3 FT. N/NW OF THE SW END OF CONCRETE CURB. AG0850'SET IN TOP OF A CONCRETE POST THAT IS 2 INCHES ABOVE THE GROUND. AG0850'SECTION 20, T 30S, R 17E. AG0850 AG0850 STATION RECOVERY (1982) AG0850 AG0850'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG0850'RECOVERED IN GOOD CONDITION. AG0850 AG0850 STATION RECOVERY (1999) AG0850 AG0850'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0850'RECOVERED IN GOOD CONDITION. AG0850 AG0850 STATION RECOVERY (2001) AG0850 AG0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0850'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0851 *********************************************************************** AG0851 DESIGNATION - RIO D AG0851 PID - AG0851 AG0851 STATE/COUNTY- FL/PINELLAS AG0851 USGS QUAD - ST PETERSBURG (1987) AG0851 AG0851 *CURRENT SURVEY CONTROL AG0851 ___________________________________________________________________ AG0851* NAD 83(1990)- 27 50 34.82869(N) 082 38 05.73648(W) ADJUSTED AG0851* NAVD 88 - 1.274 (meters) 4.18 (feet) ADJUSTED AG0851 ___________________________________________________________________ AG0851 LAPLACE CORR- -1.88 (seconds) DEFLEC99 AG0851 GEOID HEIGHT- -24.51 (meters) GEOID99 AG0851 DYNAMIC HT - 1.272 (meters) 4.17 (feet) COMP AG0851 MODELED GRAV- 979,179.8 (mgal) NAVD 88 AG0851 AG0851 HORZ ORDER - SECOND AG0851 VERT ORDER - SECOND CLASS II AG0851 AG0851.The horizontal coordinates were established by classical geodetic methods AG0851.and adjusted by the National Geodetic Survey in May 1991. AG0851 AG0851.The orthometric height was determined by differential leveling AG0851.and adjusted by the National Geodetic Survey in June 1991. AG0851 AG0851.The Laplace correction was computed from DEFLEC99 derived deflections. AG0851 AG0851.The geoid height was determined by GEOID99. AG0851 AG0851.The dynamic height is computed by dividing the NAVD 88 AG0851.geopotential number by the normal gravity value computed on the AG0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0851.degrees latitude (g = 980.6199 gals.). AG0851 AG0851.The modeled gravity was interpolated from observed gravity values. AG0851 AG0851; North East Units Scale Converg. AG0851;SPC FL W - 388,974.284 137,460.089 MT 0.99998943 -0 17 47.6 AG0851;UTM 17 - 3,080,884.753 339,005.097 MT 0.99991993 -0 45 49.5 AG0851 AG0851|---------------------------------------------------------------------| AG0851| PID Reference Object Distance Geod. Az | AG0851| dddmmss.s | AG0851| AG2092 ST PETERSBURG R STA WSUN N TWR APPROX. 5.8 KM 0482421.8 | AG0851| AG2093 ST PETERSBURG R STA WSUN S TWR APPROX. 5.8 KM 0500606.8 | AG0851| AG2250 RIO D PT A 8.961 METERS 09253 | AG0851| AG0853 RIO E AZ MK 1 356.526 METERS 26144 | AG0851|---------------------------------------------------------------------| AG0851 AG0851 SUPERSEDED SURVEY CONTROL AG0851 AG0851 NAD 83(1986)- 27 50 34.83407(N) 082 38 05.74846(W) AD( ) 2 AG0851 NAD 27 - 27 50 33.74514(N) 082 38 06.39480(W) AD( ) 2 AG0851 NGVD 29 - 1.535 (m) 5.04 (f) ADJ UNCH 2 2 AG0851 AG0851.Superseded values are not recommended for survey control. AG0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0851.See file dsdata.txt to determine how the superseded data were derived. AG0851 AG0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3900580885(NAD 83) AG0851_MARKER: DD = SURVEY DISK AG0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0851_STAMPING: RIO D AG0851_MARK LOGO: FL-103 AG0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0851+STABILITY: SURFACE MOTION AG0851 AG0851 HISTORY - Date Condition Report By AG0851 HISTORY - 1973 MONUMENTED FL-103 AG0851 HISTORY - 1976 GOOD NGS AG0851 HISTORY - 19990209 MARK NOT FOUND USPSQD AG0851 HISTORY - 20010331 MARK NOT FOUND NGS AG0851 AG0851 STATION DESCRIPTION AG0851 AG0851'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG0851'LOCATED IN THE NORTHEAST SECTION OF ST. PETERSBURG ABOUT 1/4 MILE AG0851'SOUTHWEST OF RIO VISTA ELEMENTARY SCHOOL. AG0851' AG0851'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 92 (4TH STREET N) WITH AG0851'GANDY BOULEVARD AND ROOSEVELT BOULEVARD ABOUT 4 MILES SOUTHEAST OF AG0851'ST. PETERSBURG-CLEARWATER INTERNATIONAL AIRPORT, GO SOUTH ON AG0851'U.S. HIGHWAY 92 (4TH STREET N) FOR 1.4 MILES TO 78TH AVENUE AG0851'N. TURN LEFT AND GO EAST ON 78TH AVENUE N FOR 0.2 MILE TO AG0851'STATION ON RIGHT, JUST WEST OF 1ST STREET NE AS DESCRIBED. AG0851' AG0851'BRONZE DISK STAMPED RIO-D SET IN THE TOP OF A 12 INCH DIAMETER AG0851'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. THE AG0851'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES AG0851'BELOW THE GROUND SURFACE. IT IS ABOUT 74 FEET SOUTH OF THE AG0851'SOUTHEAST CORNER OF RESIDENCE NUMBER 101, 41.5 FEET SOUTHWEST OF AG0851'POWER POLE NUMBER 1A-44413, 33 FEET WEST OF TELEPHONE POLE AG0851'NUMBER 100, 13 FEET SOUTH OF THE CENTER OF 78TH AVENUE N AG0851'PAVEMENT, AND 1 FOOT SOUTH OF THE BACK OF CURB. AG0851' AG0851'RIO-E AZIMUTH MARK 1 IS LOCATED AT THE SOUTHEAST CORNER OF 4TH AG0851'STREET N AND 78TH AVENUE N. AS DESCRIBED. AG0851' AG0851'BRONZE DISK STAMPED RIO-E AZ. 1 SET IN THE TOP OF A 12 INCH AG0851'DIAMETER ROUND CONCRETE MONUMENT THAT IS 2 INCHES ABOVE THE AG0851'GROUND. IT IS ABOUT 27 FEET NORTHEAST OF A TRAFFIC CONTROL BOX, AG0851'24 FEET WEST OF TELEPHONE POLE NUMBER 398, 3.5 FEET SOUTHEAST OF AG0851'CURB, 67 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 1-88439 AND 20 AG0851'FEET SOUTH OF THE CENTER OF 78TH AVENUE N PAVEMENT. AG0851' AG0851'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0851 AG0851 STATION RECOVERY (1976) AG0851 AG0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0851'IN ST PETERSBURG. AG0851'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0851'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH ST. FOR 1.50 AG0851'MILES, TO THE INTERSECTION OF 78TH AVE. N. TURN LEFT AND RUN EASTERLY AG0851'ON 78TH AVE. N. FOR 0.25 MILE. STATION ON RIGHT, S.W. CORNER, 13.2 AG0851'FT. SOUTH OF THE CENTERLINE OF 78TH AVE. N., 90.4 FT. WEST OF THE AG0851'CENTERLINE OF 1ST ST. N., 73.7 FT. S.S.E. OF THE S.E. CORNER OF A AG0851'SIGNLE STORY CONCRETE BLOCK HOUSE (101 78TH AVE. N.), 42.7 FT. S.S.W. AG0851'OF A POWER POLE (NUMBER 1A-44413), 1.4 FT. SOUTH OF THE BACK OF CURB. AG0851'SET IN THE TOP OF A CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND. AG0851'SECTION 30, T 30, R 17. AG0851 AG0851 STATION RECOVERY (1999) AG0851 AG0851'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0851'MARK NOT FOUND. AG0851 AG0851 STATION RECOVERY (2001) AG0851 AG0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0851'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0852 *********************************************************************** AG0852 DESIGNATION - RIO E AG0852 PID - AG0852 AG0852 STATE/COUNTY- FL/PINELLAS AG0852 USGS QUAD - ST PETERSBURG (1987) AG0852 AG0852 *CURRENT SURVEY CONTROL AG0852 ___________________________________________________________________ AG0852* NAD 83(1990)- 27 50 55.57681(N) 082 38 19.98647(W) ADJUSTED AG0852* NAVD 88 - 1.700 (meters) 5.58 (feet) ADJUSTED AG0852 ___________________________________________________________________ AG0852 LAPLACE CORR- -1.86 (seconds) DEFLEC99 AG0852 GEOID HEIGHT- -24.52 (meters) GEOID99 AG0852 DYNAMIC HT - 1.698 (meters) 5.57 (feet) COMP AG0852 MODELED GRAV- 979,180.2 (mgal) NAVD 88 AG0852 AG0852 HORZ ORDER - SECOND AG0852 VERT ORDER - SECOND CLASS II AG0852 AG0852.The horizontal coordinates were established by classical geodetic methods AG0852.and adjusted by the National Geodetic Survey in May 1991. AG0852 AG0852.The orthometric height was determined by differential leveling AG0852.and adjusted by the National Geodetic Survey in June 1991. AG0852 AG0852.The Laplace correction was computed from DEFLEC99 derived deflections. AG0852 AG0852.The geoid height was determined by GEOID99. AG0852 AG0852.The dynamic height is computed by dividing the NAVD 88 AG0852.geopotential number by the normal gravity value computed on the AG0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0852.degrees latitude (g = 980.6199 gals.). AG0852 AG0852.The modeled gravity was interpolated from observed gravity values. AG0852 AG0852; North East Units Scale Converg. AG0852;SPC FL W - 389,614.972 137,073.513 MT 0.99999003 -0 17 54.4 AG0852;UTM 17 - 3,081,528.528 338,623.785 MT 0.99992144 -0 45 56.7 AG0852 AG0852: Primary Azimuth Mark Grid Az AG0852:SPC FL W - RIO E AZ MK 1 177 13 16.8 AG0852:UTM 17 - RIO E AZ MK 1 177 41 19.1 AG0852 AG0852|---------------------------------------------------------------------| AG0852| PID Reference Object Distance Geod. Az | AG0852| dddmmss.s | AG0852| AG0854 RIO E AZ MK 2 APPROX. 0.5 KM 0033022.7 | AG0852| AG0853 RIO E AZ MK 1 APPROX. 0.7 KM 1765522.4 | AG0852| AG2252 RIO E PT A 14.202 METERS 22713 | AG0852|---------------------------------------------------------------------| AG0852 AG0852 SUPERSEDED SURVEY CONTROL AG0852 AG0852 NAD 83(1986)- 27 50 55.58227(N) 082 38 19.99840(W) AD( ) 2 AG0852 NAD 27 - 27 50 54.49441(N) 082 38 20.64452(W) AD( ) 2 AG0852 NGVD 29 - 1.961 (m) 6.43 (f) ADJ UNCH 2 2 AG0852 AG0852.Superseded values are not recommended for survey control. AG0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0852.See file dsdata.txt to determine how the superseded data were derived. AG0852 AG0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3862481529(NAD 83) AG0852_MARKER: DD = SURVEY DISK AG0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0852_STAMPING: RIO E AG0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0852+STABILITY: SURFACE MOTION AG0852 AG0852 HISTORY - Date Condition Report By AG0852 HISTORY - 1973 MONUMENTED FL-103 AG0852 HISTORY - 1976 GOOD NGS AG0852 HISTORY - 1983 GOOD USPSQD AG0852 HISTORY - 19990216 MARK NOT FOUND USPSQD AG0852 HISTORY - 20010331 MARK NOT FOUND NGS AG0852 AG0852 STATION DESCRIPTION AG0852 AG0852'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG0852'LOCATED IN THE NORTHWEST SECTION OF ST. PETERSBURG, ABOUT A AG0852'MILE WEST OF RIVIERA BAY. AG0852' AG0852'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 92(4TH STREET N) AG0852'WITH GANDY BOULEVARD AND ROOSEVELT BOULEVARD ABOUT 4 MILES AG0852'SOUTHEAST OF THE ST. PETERSBURG-CLEARWATER INTERNATIONAL AG0852'AIRPORT, GO SOUTH ON U.S. HIGHWAY 92(4TH STREET N) FOR 0.8 MILE AG0852'TO 89TH AVENUE N AND AZIMUTH MARK-2 AT THE NORTHEAST CORNER OF AG0852'THE INTERSECTION. CONTINUE SOUTH ON 4TH STREET N FOR 0.3 MILE AG0852'TO STATION ON RIGHT, JUST SOUTH OF THE LA CITA HOTEL AS AG0852'DESCRIBED. AG0852' AG0852'BRONZE DISK STAMPED RIO-E SET IN THE TOP OF A 12 INCH DIAMETER AG0852'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. THE AG0852'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 AG0852'INCHES BELOW THE GROUND SURFACE. IT IS ABOUT 77 FEET NORTH OF AG0852'A 16 INCH PALM TREE, 50 FEET SOUTHWEST OF DBL METAL LIGHT AG0852'POLE IN THE MEDIAN, 23 FEET WEST OF THE CENTER OF SOUTHBOUND AG0852'PAVEMENT OF 4TH STREET N, 10 FEET SOUTHEAST OF THE SOUTHEAST AG0852'CORNER OF LA CITA HOTEL AND 0.5 FEET WEST OF CURB. AG0852' AG0852'AZIMUTH MARK 1 IS LOCATED AT THE SOUTHEAST CORNER OF 78TH AG0852'AVENUE N AND 4TH STREET N AS DESCRIBED. AG0852' AG0852'BRONZE DISK STAMPED RIO-E AZ.1 SET IN THE TOP OF A 12 INCH AG0852'DIAMETER ROUND CONCRETE MONUMENT THAT IS 2 INCHES ABOVE THE AG0852'GROUND. IT IS ABOUT 27 FEET NORTHEAST OF A TRAFFIC CONTROL AG0852'BOX, 24 FEET WEST OF TELEPHONE POLE NUMBER 398, 3.5 FEET AG0852'SOUTHEAST OF CURB, 67 FEET SOUTHWEST OF TELEPHONE POLE NUMBER AG0852'1-88439 AND 20 FEET SOUTH OF 78TH AVENUE N PAVEMENT. AG0852' AG0852'AZIMUTH MARK 2 IS A BRONZE DISK STAMPED RIO-E AZ.2 SET IN THE AG0852'TOP OF A 12 INCH DIAMETER ROUND CONCRETE MONUMENT THAT IS AG0852'FLUSH WITH THE GROUND. IT IS ABOUT 64 FEET EAST OF THE CENTER AG0852'OF 4TH STREET N PAVEMENT, 53 FEET NORTHWEST OF A TELEPHONE AG0852'POLE AT THE SOUTHEAST CORNER OF THE INTERSECTION, 34.5 FEET AG0852'WEST OF A 24 INCH PINE TREE, 27 FEET NORTH OF THE CENTER OF AG0852'89TH AVENUE N PAVEMENT, AND 19 FEET SOUTHWEST OF A FIRE AG0852'HYDRANT. AG0852' AG0852'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0852 AG0852 STATION RECOVERY (1976) AG0852 AG0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0852'IN ST PETERSBURG. AG0852'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0852'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH STREET FOR 1.10 AG0852'MILES. STATION ON RIGHT, 47.0 FT. N.W. OF THE CENTERLINE OF 4TH AG0852'STREET, 442.0 FT. NORTH OF THE CENTERLINE OF 83RD AVE. N., 80.8 FT. AG0852'NORTH OF A LIGHT POLE (NO NUMBER), 9.9 FT. S.E. OF THE S.E. CORNER OF AG0852'A BUILDING (8424 4TH ST., LA CITA MOTEL), 0.5 FT. WEST OF THE BACK OF AG0852'CURB. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE AG0852'GROUND. SECTION 30, T 30, R 17. AG0852 AG0852 STATION RECOVERY (1983) AG0852 AG0852'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0852'RECOVERED IN GOOD CONDITION. AG0852 AG0852 STATION RECOVERY (1999) AG0852 AG0852'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0852'MARK NOT FOUND. AG0852 AG0852 STATION RECOVERY (2001) AG0852 AG0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0852'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0854 *********************************************************************** AG0854 DESIGNATION - RIO E AZ MK 2 AG0854 PID - AG0854 AG0854 STATE/COUNTY- FL/PINELLAS AG0854 USGS QUAD - ST PETERSBURG (1987) AG0854 AG0854 *CURRENT SURVEY CONTROL AG0854 ___________________________________________________________________ AG0854* NAD 83(1990)- 27 51 12.54537(N) 082 38 18.81673(W) ADJUSTED AG0854* NAVD 88 - 1.359 (meters) 4.46 (feet) ADJUSTED AG0854 ___________________________________________________________________ AG0854 LAPLACE CORR- -1.83 (seconds) DEFLEC99 AG0854 GEOID HEIGHT- -24.52 (meters) GEOID99 AG0854 DYNAMIC HT - 1.358 (meters) 4.46 (feet) COMP AG0854 MODELED GRAV- 979,180.6 (mgal) NAVD 88 AG0854 AG0854 HORZ ORDER - SECOND AG0854 VERT ORDER - SECOND CLASS II AG0854 AG0854.The horizontal coordinates were established by classical geodetic methods AG0854.and adjusted by the National Geodetic Survey in May 1991. AG0854 AG0854.The orthometric height was determined by differential leveling AG0854.and adjusted by the National Geodetic Survey in June 1991. AG0854 AG0854.The Laplace correction was computed from DEFLEC99 derived deflections. AG0854 AG0854.The geoid height was determined by GEOID99. AG0854 AG0854.The dynamic height is computed by dividing the NAVD 88 AG0854.geopotential number by the normal gravity value computed on the AG0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0854.degrees latitude (g = 980.6199 gals.). AG0854 AG0854.The modeled gravity was interpolated from observed gravity values. AG0854 AG0854; North East Units Scale Converg. AG0854;SPC FL W - 390,137.128 137,108.237 MT 0.99998998 -0 17 54.1 AG0854;UTM 17 - 3,082,050.348 338,662.764 MT 0.99992129 -0 45 56.6 AG0854 AG0854: Primary Azimuth Mark Grid Az AG0854:SPC FL W - RIO B 358 39 09.5 AG0854:UTM 17 - RIO B 359 07 12.0 AG0854 AG0854|---------------------------------------------------------------------| AG0854| PID Reference Object Distance Geod. Az | AG0854| dddmmss.s | AG0854| AG0852 RIO E APPROX. 0.5 KM 1833022.7 | AG0854| AG0849 RIO B APPROX. 0.8 KM 3582115.4 | AG0854|---------------------------------------------------------------------| AG0854 AG0854 SUPERSEDED SURVEY CONTROL AG0854 AG0854 NAD 83(1986)- 27 51 12.55084(N) 082 38 18.82861(W) AD( ) 2 AG0854 NAD 27 - 27 51 11.46353(N) 082 38 19.47465(W) AD( ) 2 AG0854 NGVD 29 - 1.620 (m) 5.32 (f) ADJ UNCH 2 2 AG0854 AG0854.Superseded values are not recommended for survey control. AG0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0854.See file dsdata.txt to determine how the superseded data were derived. AG0854 AG0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3866382050(NAD 83) AG0854_MARKER: DD = SURVEY DISK AG0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0854_STAMPING: RIO E AZ-2 AG0854_MARK LOGO: FL-103 AG0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0854+STABILITY: SURFACE MOTION AG0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0854+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2003 AG0854 AG0854 HISTORY - Date Condition Report By AG0854 HISTORY - 1973 MONUMENTED FL-103 AG0854 HISTORY - 1976 GOOD NGS AG0854 HISTORY - 20030217 GOOD USPSQD AG0854 AG0854 STATION DESCRIPTION AG0854 AG0854'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 AG0854'SEE STATION RIO E AG0854 AG0854 STATION RECOVERY (1976) AG0854 AG0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0854'IN ST PETERSBURG. AG0854'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0854'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH STREET FOR 0.75 AG0854'MILES. STATION ON LEFT, 66.3 FT. EAST OF THE CENTERLINE OF 4TH ST., AG0854'24.0 FT. NORTH OF THE CENTERLINE OF 89TH AVE. N., 68.4 FT. N.E. OF A AG0854'LIGHT POLE (NO NUMBER), 33.4 FT. WEST OF A LONE 18 IN. PINE TREE, 2.3 AG0854'FT. N.E. OF THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT AG0854'IS FLUSH WITH THE GROUND. SECTION 19, T 30, R 17. AG0854 AG0854 STATION RECOVERY (2003) AG0854 AG0854'RECOVERY NOTE BY US POWER SQUADRON 2003 (DFR) AG0854'CHANGE MARKER LOCATION TO 2 FEET EAST OF STOP SIGN ON N/E CORNER OF AG0854'4TH STREET AND 89TH AVENUE ALSO MARKED BY YELLOW SURVEY MARKER SIGN OF AG0854'PINELLAS COUNTY 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0855 *********************************************************************** AG0855 DESIGNATION - RIO F AG0855 PID - AG0855 AG0855 STATE/COUNTY- FL/PINELLAS AG0855 USGS QUAD - ST PETERSBURG (1987) AG0855 AG0855 *CURRENT SURVEY CONTROL AG0855 ___________________________________________________________________ AG0855* NAD 83(1990)- 27 50 19.74217(N) 082 38 19.87518(W) ADJUSTED AG0855* NAVD 88 - 1.755 (meters) 5.76 (feet) ADJUSTED AG0855 ___________________________________________________________________ AG0855 LAPLACE CORR- -1.89 (seconds) DEFLEC99 AG0855 GEOID HEIGHT- -24.50 (meters) GEOID99 AG0855 DYNAMIC HT - 1.752 (meters) 5.75 (feet) COMP AG0855 MODELED GRAV- 979,179.5 (mgal) NAVD 88 AG0855 AG0855 HORZ ORDER - SECOND AG0855 VERT ORDER - SECOND CLASS II AG0855 AG0855.The horizontal coordinates were established by classical geodetic methods AG0855.and adjusted by the National Geodetic Survey in May 1991. AG0855 AG0855.The orthometric height was determined by differential leveling AG0855.and adjusted by the National Geodetic Survey in June 1991. AG0855 AG0855.The Laplace correction was computed from DEFLEC99 derived deflections. AG0855 AG0855.The geoid height was determined by GEOID99. AG0855 AG0855.The dynamic height is computed by dividing the NAVD 88 AG0855.geopotential number by the normal gravity value computed on the AG0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0855.degrees latitude (g = 980.6199 gals.). AG0855 AG0855.The modeled gravity was interpolated from observed gravity values. AG0855 AG0855; North East Units Scale Converg. AG0855;SPC FL W - 388,511.903 137,070.813 MT 0.99999004 -0 17 54.0 AG0855;UTM 17 - 3,080,425.594 338,612.091 MT 0.99992149 -0 45 55.8 AG0855 AG0855: Primary Azimuth Mark Grid Az AG0855:SPC FL W - RIO G 178 33 14.0 AG0855:UTM 17 - RIO G 179 01 15.8 AG0855 AG0855|---------------------------------------------------------------------| AG0855| PID Reference Object Distance Geod. Az | AG0855| dddmmss.s | AG0855| AG0853 RIO E AZ MK 1 414.542 METERS 0044239.4 | AG0855| AG0856 RIO G APPROX. 1.2 KM 1781520.0 | AG0855|---------------------------------------------------------------------| AG0855 AG0855 SUPERSEDED SURVEY CONTROL AG0855 AG0855 NAD 83(1986)- 27 50 19.74753(N) 082 38 19.88721(W) AD( ) 2 AG0855 NAD 27 - 27 50 18.65784(N) 082 38 20.53355(W) AD( ) 2 AG0855 NGVD 29 - 2.017 (m) 6.62 (f) ADJ UNCH 2 2 AG0855 AG0855.Superseded values are not recommended for survey control. AG0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0855.See file dsdata.txt to determine how the superseded data were derived. AG0855 AG0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3861280426(NAD 83) AG0855_MARKER: DD = SURVEY DISK AG0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0855_STAMPING: RIO F AG0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0855+STABILITY: SURFACE MOTION AG0855 AG0855 HISTORY - Date Condition Report By AG0855 HISTORY - 1976 MONUMENTED FL-103 AG0855 HISTORY - 1976 GOOD NGS AG0855 HISTORY - 1983 GOOD USPSQD AG0855 HISTORY - 1983 GOOD USPSQD AG0855 HISTORY - 19990216 MARK NOT FOUND USPSQD AG0855 HISTORY - 20010331 MARK NOT FOUND NGS AG0855 AG0855 STATION DESCRIPTION AG0855 AG0855'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0855'THE STATION IS LOCATED IN THE NORTHEAST PORTION OF THE CITY OF AG0855'CLEARWATER, ABOUT 1.0 MILE WEST OF RIVIERA BAY, IN SECTION 30, AG0855'TOWNSHIP 30 SOUTH, RANGE 17 EAST. AG0855' AG0855'TO REACH FROM THE JUNCTION OF STATE ROAD 687 (4TH STREET N.), AG0855'STATE ROUTE 686 (ROOSEVELT BOULEVARD) AND STATE ROUTE 600 (GANDY AG0855'BOULEVARD) GO SOUTH ON 4TH STREET N. FOR 1.80 MILES TO THE AG0855'INTERSECTION OF 73RD AVENUE N. AND THE STATION IN THE SOUTHWEST AG0855'CORNER OF THE INTERSECTION AS DESCRIBED. AG0855' AG0855'BRONZE DISK STAMPED RIO F SET IN TOP OF A 12 INCH DIAMETER AG0855'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0855' AG0855'IT IS 40.0 FEET SOUTH OF THE CENTER OF 73RD AVENUE N., 25.8 AG0855'FEET WEST OF CENTER OF THE SOUTHBOUND LANES OF 4TH STREET N., AG0855'20.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CURB. AG0855' AG0855'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER. AG0855 AG0855 STATION RECOVERY (1976) AG0855 AG0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0855'IN ST PETERSBURG. AG0855'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0855'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH ST. FOR 1.75 AG0855'MILES TO THE INTERSECTION OF 73RD AVE. N. STATION ON RIGHT, S.W. AG0855'CORNER, 56.0 FT. WEST OF THE CENTERLINE OF 4TH ST., 39.4 FT. SOUTH OF AG0855'THE CENTERLINE OF 73RD AVE. N., 130.2 FT. E.S.E. OF A WOODEN POWER AND AG0855'LIGHT POLE (NUMBER 109861), 62.6 FT. N.N.E. OF THE N.E. CORNER OF A 1 AG0855'STORY CONCRETE BLOCK BUILDING WITH WOOD FACING (7292 4TH ST.), 3.0 FT. AG0855'W.S.W. OF THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS AG0855'FLUSH WITH THE GROUND. SECTION 30, T 30, R 17. AG0855 AG0855 STATION RECOVERY (1983) AG0855 AG0855'RECOVERY NOTE BY US POWER SQUADRON 1983 (GGH) AG0855'RIO F MARKER RECOVERED AND IN GOOD CONDITION - ALL LOCATION AG0855'REFERENCE POINTS ARE VALID - MARKER COVERED WITH 3 INCHES SOIL. AG0855 AG0855 STATION RECOVERY (1983) AG0855 AG0855'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0855'RECOVERED IN GOOD CONDITION. AG0855 AG0855 STATION RECOVERY (1999) AG0855 AG0855'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0855'MARK NOT FOUND. AG0855 AG0855 STATION RECOVERY (2001) AG0855 AG0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0855'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0856 *********************************************************************** AG0856 DESIGNATION - RIO G AG0856 PID - AG0856 AG0856 STATE/COUNTY- FL/PINELLAS AG0856 USGS QUAD - ST PETERSBURG (1987) AG0856 AG0856 *CURRENT SURVEY CONTROL AG0856 ___________________________________________________________________ AG0856* NAD 83(1990)- 27 49 41.90979(N) 082 38 18.57912(W) ADJUSTED AG0856* NAVD 88 - 1.965 (meters) 6.45 (feet) ADJUSTED AG0856 ___________________________________________________________________ AG0856 LAPLACE CORR- -1.93 (seconds) DEFLEC99 AG0856 GEOID HEIGHT- -24.48 (meters) GEOID99 AG0856 DYNAMIC HT - 1.962 (meters) 6.44 (feet) COMP AG0856 MODELED GRAV- 979,178.7 (mgal) NAVD 88 AG0856 AG0856 HORZ ORDER - SECOND AG0856 VERT ORDER - SECOND CLASS II AG0856 AG0856.The horizontal coordinates were established by classical geodetic methods AG0856.and adjusted by the National Geodetic Survey in May 1991. AG0856 AG0856.The orthometric height was determined by differential leveling AG0856.and adjusted by the National Geodetic Survey in June 1991. AG0856 AG0856.The Laplace correction was computed from DEFLEC99 derived deflections. AG0856 AG0856.The geoid height was determined by GEOID99. AG0856 AG0856.The dynamic height is computed by dividing the NAVD 88 AG0856.geopotential number by the normal gravity value computed on the AG0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0856.degrees latitude (g = 980.6199 gals.). AG0856 AG0856.The modeled gravity was interpolated from observed gravity values. AG0856 AG0856; North East Units Scale Converg. AG0856;SPC FL W - 387,347.173 137,100.217 MT 0.99998999 -0 17 53.1 AG0856;UTM 17 - 3,079,260.742 338,631.999 MT 0.99992141 -0 45 54.2 AG0856 AG0856: Primary Azimuth Mark Grid Az AG0856:SPC FL W - RIO H 087 53 55.6 AG0856:UTM 17 - RIO H 088 21 56.7 AG0856 AG0856|---------------------------------------------------------------------| AG0856| PID Reference Object Distance Geod. Az | AG0856| dddmmss.s | AG0856| AG0857 RIO H APPROX. 0.7 KM 0873602.5 | AG0856|---------------------------------------------------------------------| AG0856 AG0856 SUPERSEDED SURVEY CONTROL AG0856 AG0856 NAD 83(1986)- 27 49 41.91511(N) 082 38 18.59120(W) AD( ) 2 AG0856 NAD 27 - 27 49 40.82378(N) 082 38 19.23746(W) AD( ) 2 AG0856 NGVD 29 - 2.228 (m) 7.31 (f) ADJ UNCH 2 2 AG0856 AG0856.Superseded values are not recommended for survey control. AG0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0856.See file dsdata.txt to determine how the superseded data were derived. AG0856 AG0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3863279261(NAD 83) AG0856_MARKER: DD = SURVEY DISK AG0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0856_STAMPING: RIO G AG0856_MARK LOGO: FL-103 AG0856 AG0856 HISTORY - Date Condition Report By AG0856 HISTORY - 1976 MONUMENTED FL-103 AG0856 HISTORY - 1976 GOOD NGS AG0856 HISTORY - 1977 GOOD FL-103 AG0856 HISTORY - 1983 GOOD USPSQD AG0856 HISTORY - 1990 MARK NOT FOUND USPSQD AG0856 HISTORY - 19990209 GOOD USPSQD AG0856 HISTORY - 20010331 GOOD NGS AG0856 AG0856 STATION DESCRIPTION AG0856 AG0856'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0856'SECTION 31, TOWNSHIP 30 SOUTH, RANGE 17 EAST. AG0856' AG0856'TO REACH FROM THE JUNCTION OF STATE ROAD 687 (4TH STREET N.) AG0856'STATE ROUTE 686 (ROOSEVELT BOULEVARD) AND STATE ROUTE 600 (GANDY AG0856'BOULEVARD) GO SOUTH ON 4TH STREET N. FOR 2.50 MILES TO THE AG0856'INTERSECTION OF 62ND AVENUE N. AND THE STATION IN THE SOUTHEAST AG0856'CORNER OF THE INTERSECTION AS DESCRIBED. AG0856' AG0856'BRONZE DISK STAMPED RIO G SET IN TOP OF A 12 INCH DIAMETER ROUND AG0856'CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0856' AG0856'IT IS 44.8 FEET SOUTH OF THE CENTER OF THE EASTBOUND LANE OF AG0856'62ND AVENUE N., 26.9 FEET EAST OF THE CENTER OF THE NORTHBOUND AG0856'LANES OF 4TH STREET N., 25.7 FEET SOUTHWEST OF A CONCRETE TRAFFIC AG0856'LIGHT POLE. AG0856' AG0856'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0856 AG0856 STATION RECOVERY (1976) AG0856 AG0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0856'IN ST PETERSBURG. AG0856'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0856'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH ST. FOR 2.50 AG0856'MILES TO THE INTERSECTION OF 62ND AVE. N., STATION ON LEFT, S.E. AG0856'CORNER, 55.0 FT. EAST OF THE CENTERLINE OF 4TH ST., 59.7 FT. SOUTH OF AG0856'THE CENTERLINE OF 62ND AVE. N., 25.8 FT. S.S.W. OF A CONCRETE SIGNAL AG0856'LIGHT POLE (NUMBER 101312), 15.6 FT. SOUTH OF THE BACK OF SIDEWALK, AG0856'7.0 FT. EAST OF THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST AG0856'THAT IS FLUSH WITH THE GROUND. SECTION 31, T 30, R 17. AG0856 AG0856 STATION RECOVERY (1977) AG0856 AG0856'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977 AG0856'RECOVERED IN GOOD CONDITION. AG0856 AG0856 STATION RECOVERY (1983) AG0856 AG0856'RECOVERY NOTE BY US POWER SQUADRON 1983 (GGH) AG0856'RIO G MARK RECOVERED AND IN GOOD CONDITION - ALL LOCATION REFERENCE AG0856'POINTS ARE VALID. AG0856 AG0856 STATION RECOVERY (1990) AG0856 AG0856'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJD) AG0856'MARK NOT FOUND. AG0856 AG0856 STATION RECOVERY (1999) AG0856 AG0856'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0856'RECOVERED IN GOOD CONDITION. AG0856 AG0856 STATION RECOVERY (2001) AG0856 AG0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0856'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0857 *********************************************************************** AG0857 DESIGNATION - RIO H AG0857 PID - AG0857 AG0857 STATE/COUNTY- FL/PINELLAS AG0857 USGS QUAD - ST PETERSBURG (1987) AG0857 AG0857 *CURRENT SURVEY CONTROL AG0857 ___________________________________________________________________ AG0857* NAD 83(1990)- 27 49 42.92251(N) 082 37 51.37173(W) ADJUSTED AG0857* NAVD 88 - 1.562 (meters) 5.12 (feet) ADJUSTED AG0857 ___________________________________________________________________ AG0857 LAPLACE CORR- -1.92 (seconds) DEFLEC99 AG0857 GEOID HEIGHT- -24.50 (meters) GEOID99 AG0857 DYNAMIC HT - 1.560 (meters) 5.12 (feet) COMP AG0857 MODELED GRAV- 979,178.5 (mgal) NAVD 88 AG0857 AG0857 HORZ ORDER - SECOND AG0857 VERT ORDER - SECOND CLASS II AG0857 AG0857.The horizontal coordinates were established by classical geodetic methods AG0857.and adjusted by the National Geodetic Survey in May 1991. AG0857 AG0857.The orthometric height was determined by differential leveling AG0857.and adjusted by the National Geodetic Survey in June 1991. AG0857 AG0857.The Laplace correction was computed from DEFLEC99 derived deflections. AG0857 AG0857.The geoid height was determined by GEOID99. AG0857 AG0857.The dynamic height is computed by dividing the NAVD 88 AG0857.geopotential number by the normal gravity value computed on the AG0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0857.degrees latitude (g = 980.6199 gals.). AG0857 AG0857.The modeled gravity was interpolated from observed gravity values. AG0857 AG0857; North East Units Scale Converg. AG0857;SPC FL W - 387,374.496 137,844.915 MT 0.99998884 -0 17 40.4 AG0857;UTM 17 - 3,079,281.993 339,376.843 MT 0.99991845 -0 45 41.5 AG0857 AG0857: Primary Azimuth Mark Grid Az AG0857:SPC FL W - RIO G 267 53 55.6 AG0857:UTM 17 - RIO G 268 21 56.7 AG0857 AG0857|---------------------------------------------------------------------| AG0857| PID Reference Object Distance Geod. Az | AG0857| dddmmss.s | AG0857| AG0856 RIO G APPROX. 0.7 KM 2673615.2 | AG0857|---------------------------------------------------------------------| AG0857 AG0857 SUPERSEDED SURVEY CONTROL AG0857 AG0857 NAD 83(1986)- 27 49 42.92779(N) 082 37 51.38383(W) AD( ) 2 AG0857 NAD 27 - 27 49 41.83656(N) 082 37 52.03078(W) AD( ) 2 AG0857 NGVD 29 - 1.824 (m) 5.98 (f) ADJ UNCH 2 2 AG0857 AG0857.Superseded values are not recommended for survey control. AG0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0857.See file dsdata.txt to determine how the superseded data were derived. AG0857 AG0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3937779282(NAD 83) AG0857_MARKER: DD = SURVEY DISK AG0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0857_STAMPING: RIO H AG0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0857+STABILITY: SURFACE MOTION AG0857 AG0857 HISTORY - Date Condition Report By AG0857 HISTORY - 1976 MONUMENTED FL-103 AG0857 HISTORY - 1976 GOOD NGS AG0857 HISTORY - 19990209 GOOD USPSQD AG0857 HISTORY - 20010331 GOOD NGS AG0857 AG0857 STATION DESCRIPTION AG0857 AG0857'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0857'THE STATION IS LOCATED IN THE NORTHEASTERN PORTION OF THE CITY OF AG0857'ST. PETERSBURG, ABOUT .50 MILE WEST OF RIVIERA BAY, IN SECTION 31, AG0857'TOWNSHIP 30 SOUTH, RANGE 17 EAST. AG0857' AG0857'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 92 (4TH STREET NORTH), AG0857'STATE ROUTE 686 (ROOSEVELT BOULEVARD), AND STATE ROUTE 600 (GANDY AG0857'BOULEVARD), GO SOUTH ON 4TH STREET NORTH FOR 2.50 MILES TO THE AG0857'INTERSECTION OF 62ND AVENUE NORTH. TURN LEFT AND GO EAST ON AG0857'62ND AVENUE NORTH FOR .50 MILE TO THE INTERSECTION OF PERSHING AG0857'STREET N.E. THE STATION IS IN THE NORTHWEST CORNER OF THE AG0857'INTERSECTION AS DESCRIBED. AG0857' AG0857'BRONZE DISK STAMPED RIO H SET IN TOP OF A 12-INCH DIAMETER ROUND AG0857'CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0857' AG0857'IT IS 51.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE AG0857'RESIDENCE NUMBER 331, 35.3 FEET WEST OF CENTER OF PERSHING AG0857'STREET, N.E., 27.4 FEET NORTH OF CENTER OF 62ND AVENUE NORTH, AG0857'12.6 FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK, AND 4.6 FEET AG0857'EAST OF A POWER POLE NUMBER 1-88450. AG0857' AG0857'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0857 AG0857 STATION RECOVERY (1976) AG0857 AG0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0857'IN ST PETERSBURG. AG0857'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0857'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH ST. FOR 2.50 AG0857'MILES TO THE INTERSECTION OF 62ND AVE. N., TURN LEFT AND RUN EASTERLY AG0857'ON 62ND AVE. N. FOR 0.50 MILES TO THE INTERSECTION OF PERSHING ST. AG0857'N.E. STATION ON LEFT, N.W. CORNER, 31.1 FT. NORTH OF THE CENTERLINE AG0857'OF 62ND AVE. N., 35.4 FT. WEST OF THE CENTERLINE OF PERSHING ST. N.E., AG0857'50.7 FT. S.S.E. OF THE S.E. CORNER OF A SINGLE STORY CONCRETE BLOCK AG0857'HOUSE (331 62 AVE. N.), 4.8 FT. E.S.E. OF A POWER POLE (NUMBER AG0857'1-88450), 12.6 FT. SOUTH OF THE FACE OF SIDEWALK, 3.3 FT. N.N.W. BACK AG0857'OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE AG0857'GROUND. SECTION 31, T 30, R 17. AG0857 AG0857 STATION RECOVERY (1999) AG0857 AG0857'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0857'RECOVERED IN GOOD CONDITION. AG0857 AG0857 STATION RECOVERY (2001) AG0857 AG0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0857'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0863 *********************************************************************** AG0863 TIDAL BM - This is a Tidal Bench Mark. AG0863 DESIGNATION - RIO RM 1 AG0863 PID - AG0863 AG0863 STATE/COUNTY- FL/PINELLAS AG0863 USGS QUAD - ST PETERSBURG (1987) AG0863 AG0863 *CURRENT SURVEY CONTROL AG0863 ___________________________________________________________________ AG0863* NAD 83(1986)- 27 50 49. (N) 082 37 47. (W) SCALED AG0863* NAVD 88 - 1.458 (meters) 4.78 (feet) ADJUSTED AG0863 ___________________________________________________________________ AG0863 GEOID HEIGHT- -24.53 (meters) GEOID99 AG0863 DYNAMIC HT - 1.455 (meters) 4.77 (feet) COMP AG0863 MODELED GRAV- 979,179.9 (mgal) NAVD 88 AG0863 AG0863 VERT ORDER - SECOND CLASS I AG0863 AG0863.The horizontal coordinates were scaled from a topographic map and have AG0863.an estimated accuracy of +/- 6 seconds. AG0863 AG0863.The orthometric height was determined by differential leveling AG0863.and adjusted by the National Geodetic Survey in June 1991. AG0863 AG0863.This Tidal Bench Mark is designated as VM 11292 AG0863.by the Center for Operational Oceanographic Products and Services. AG0863 AG0863.The geoid height was determined by GEOID99. AG0863 AG0863.The dynamic height is computed by dividing the NAVD 88 AG0863.geopotential number by the normal gravity value computed on the AG0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0863.degrees latitude (g = 980.6199 gals.). AG0863 AG0863.The modeled gravity was interpolated from observed gravity values. AG0863 AG0863; North East Units Estimated Accuracy AG0863;SPC FL W - 389,410. 137,980. MT (+/- 180 meters Scaled) AG0863 AG0863 SUPERSEDED SURVEY CONTROL AG0863 AG0863 NGVD 29 - 1.719 (m) 5.64 (f) ADJ UNCH 2 1 AG0863 AG0863.Superseded values are not recommended for survey control. AG0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0863.See file dsdata.txt to determine how the superseded data were derived. AG0863 AG0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL395813(NAD 83) AG0863_MARKER: DR = REFERENCE MARK DISK AG0863_SETTING: 30 = SIDEWALK AG0863_STAMPING: RIO NO. 1 1973 AG0863_MARK LOGO: NGS AG0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0863 AG0863 HISTORY - Date Condition Report By AG0863 HISTORY - 1973 MONUMENTED NGS AG0863 HISTORY - 1976 GOOD NGS AG0863 HISTORY - 1982 GOOD FLDNR AG0863 HISTORY - 19990209 GOOD USPSQD AG0863 HISTORY - 20010331 GOOD NGS AG0863 AG0863 STATION DESCRIPTION AG0863 AG0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0863'IN ST PETERSBURG. AG0863'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0863'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH STREET FOR 1.15 AG0863'MILES TO THE INTERSECTION OF 83RD AVE. N., TURN LEFT AND RUN EASTERLY AG0863'ON 83RD AVE. N. FOR 0.50 TO THE INTERSECTION OF MACOMA DR. N., TURN AG0863'RIGHT AND RUN SOUTHERLY ON MACOMA DR. N. FOR 0.05 MILE. STATION ON AG0863'LEFT, 116.2 FT. EAST OF THE CENTERLINE OF MACOMA DR. N., 79.3 FT. AG0863'SOUTH OF THE EXTENDED CENTERLINE OF 82ND AVE. N., 57.3 FT. N.E. OF THE AG0863'N.W. CORNER OF A 2 STORY CONCRETE BLOCK SCHOOL BUILDING (RIO VISTA), AG0863'11.2 FT. W.S.W. OF THE N.W. CORNER OF THE MOST NORTHERLY OF TWO 1 AG0863'STORY SCHOOL BUILDINGS. SET IN THE N.W. CORNER OF A CONCRETE AG0863'SIDEWALK. SECTION 29, T 30, R 17. AG0863 AG0863 STATION RECOVERY (1982) AG0863 AG0863'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG0863'RECOVERED IN GOOD CONDITION. AG0863 AG0863 STATION RECOVERY (1999) AG0863 AG0863'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0863'RECOVERED IN GOOD CONDITION. AG0863 AG0863 STATION RECOVERY (2001) AG0863 AG0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0863'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0864 *********************************************************************** AG0864 TIDAL BM - This is a Tidal Bench Mark. AG0864 DESIGNATION - RIO RM 2 AG0864 PID - AG0864 AG0864 STATE/COUNTY- FL/PINELLAS AG0864 USGS QUAD - ST PETERSBURG (1987) AG0864 AG0864 *CURRENT SURVEY CONTROL AG0864 ___________________________________________________________________ AG0864* NAD 83(1986)- 27 50 49. (N) 082 37 47. (W) SCALED AG0864* NAVD 88 - 1.047 (meters) 3.44 (feet) ADJUSTED AG0864 ___________________________________________________________________ AG0864 GEOID HEIGHT- -24.53 (meters) GEOID99 AG0864 DYNAMIC HT - 1.045 (meters) 3.43 (feet) COMP AG0864 MODELED GRAV- 979,179.9 (mgal) NAVD 88 AG0864 AG0864 VERT ORDER - SECOND CLASS I AG0864 AG0864.The horizontal coordinates were scaled from a topographic map and have AG0864.an estimated accuracy of +/- 6 seconds. AG0864 AG0864.The orthometric height was determined by differential leveling AG0864.and adjusted by the National Geodetic Survey in June 1991. AG0864 AG0864.This Tidal Bench Mark is designated as VM 11293 AG0864.by the Center for Operational Oceanographic Products and Services. AG0864 AG0864.The geoid height was determined by GEOID99. AG0864 AG0864.The dynamic height is computed by dividing the NAVD 88 AG0864.geopotential number by the normal gravity value computed on the AG0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0864.degrees latitude (g = 980.6199 gals.). AG0864 AG0864.The modeled gravity was interpolated from observed gravity values. AG0864 AG0864; North East Units Estimated Accuracy AG0864;SPC FL W - 389,410. 137,980. MT (+/- 180 meters Scaled) AG0864 AG0864 SUPERSEDED SURVEY CONTROL AG0864 AG0864 NGVD 29 - 1.308 (m) 4.29 (f) ADJ UNCH 2 1 AG0864 AG0864.Superseded values are not recommended for survey control. AG0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0864.See file dsdata.txt to determine how the superseded data were derived. AG0864 AG0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL395813(NAD 83) AG0864_MARKER: DR = REFERENCE MARK DISK AG0864_SETTING: 30 = FLAG POLE BASE AG0864_STAMPING: RIO NO. 2 1973 AG0864_MARK LOGO: NGS AG0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0864 AG0864 HISTORY - Date Condition Report By AG0864 HISTORY - 1973 MONUMENTED NGS AG0864 HISTORY - 1976 GOOD NGS AG0864 HISTORY - 1982 GOOD FLDNR AG0864 HISTORY - 19990209 GOOD USPSQD AG0864 HISTORY - 20010331 GOOD NGS AG0864 AG0864 STATION DESCRIPTION AG0864 AG0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0864'IN ST PETERSBURG. AG0864'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0864'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH ST. FOR 1.15 AG0864'MILES TO THE INTERSECTION OF 83RD AVE. N., TURN LEFT AND RUN EASTERLY AG0864'ON 83RD AVE. N. FOR 0.50 TO THE INTERSECTION OF MACOMA DR. N., TURN AG0864'RIGHT AND RUN SOUTHERLY ON MACOMA DR. N. FOR 0.05 MILE. STATION ON AG0864'LEFT, 49.1 FT. EAST OF THE CENTERLINE OF MACOMA DR. N., 181.7 FT. AG0864'SOUTH OF THE EXTENDED CENTERLINE OF 83ND AVE. N., 69.9 FT. S.W. OF THE AG0864'N.W. CORNER OF A 2 STORY CONCRETE BLOCK SCHOOL BUILDING (RIO VISTA), AG0864'118.3 FT. E.S.E. OF THE S.E. CORNER OF A 1 STORY CONCRETE BLOCK HOUSE AG0864'(8118 MACOMA DR. N.). SET IN THE CONCRETE BASE OF FLAG POLE. SECTION AG0864'29, T 30, R 17. AG0864 AG0864 STATION RECOVERY (1982) AG0864 AG0864'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG0864'RECOVERED IN GOOD CONDITION. AG0864 AG0864 STATION RECOVERY (1999) AG0864 AG0864'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0864'RECOVERED IN GOOD CONDITION. AG0864 AG0864 STATION RECOVERY (2001) AG0864 AG0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0864'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0865 *********************************************************************** AG0865 DESIGNATION - RIO RM 3 AG0865 PID - AG0865 AG0865 STATE/COUNTY- FL/PINELLAS AG0865 USGS QUAD - ST PETERSBURG (1987) AG0865 AG0865 *CURRENT SURVEY CONTROL AG0865 ___________________________________________________________________ AG0865* NAD 83(1986)- 27 50 49. (N) 082 37 47. (W) SCALED AG0865* NAVD 88 - 1.497 (meters) 4.91 (feet) ADJUSTED AG0865 ___________________________________________________________________ AG0865 GEOID HEIGHT- -24.53 (meters) GEOID99 AG0865 DYNAMIC HT - 1.495 (meters) 4.90 (feet) COMP AG0865 MODELED GRAV- 979,179.9 (mgal) NAVD 88 AG0865 AG0865 VERT ORDER - SECOND CLASS I AG0865 AG0865.The horizontal coordinates were scaled from a topographic map and have AG0865.an estimated accuracy of +/- 6 seconds. AG0865 AG0865.The orthometric height was determined by differential leveling AG0865.and adjusted by the National Geodetic Survey in June 1991. AG0865 AG0865.The geoid height was determined by GEOID99. AG0865 AG0865.The dynamic height is computed by dividing the NAVD 88 AG0865.geopotential number by the normal gravity value computed on the AG0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0865.degrees latitude (g = 980.6199 gals.). AG0865 AG0865.The modeled gravity was interpolated from observed gravity values. AG0865 AG0865; North East Units Estimated Accuracy AG0865;SPC FL W - 389,410. 137,980. MT (+/- 180 meters Scaled) AG0865 AG0865 SUPERSEDED SURVEY CONTROL AG0865 AG0865 NGVD 29 - 1.758 (m) 5.77 (f) ADJ UNCH 2 1 AG0865 AG0865.Superseded values are not recommended for survey control. AG0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0865.See file dsdata.txt to determine how the superseded data were derived. AG0865 AG0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL395813(NAD 83) AG0865_MARKER: DR = REFERENCE MARK DISK AG0865_SETTING: 30 = SIDEWALK AG0865_STAMPING: RIO NO. 3 1973 AG0865_MARK LOGO: NGS AG0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0865 AG0865 HISTORY - Date Condition Report By AG0865 HISTORY - 1973 MONUMENTED NGS AG0865 HISTORY - 1976 GOOD NGS AG0865 HISTORY - 1982 GOOD FLDNR AG0865 HISTORY - 19990209 GOOD USPSQD AG0865 HISTORY - 20010331 GOOD NGS AG0865 AG0865 STATION DESCRIPTION AG0865 AG0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0865'IN ST PETERSBURG. AG0865'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0865'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH STREET FOR 1.15 AG0865'MILES TO THE INTERSECTION OF 83RD AVE. N., TURN LEFT AND RUN EASTERLY AG0865'ON 83RD AVE. N. FOR 0.50 TO THE INTERSECTION OF MACOMA DR. N. STATION AG0865'ON LEFT, 165.7 FT. E.S.E. OF THE CENTERLINE OF MACOMA DR. N.E., 136.7 AG0865'FT. S.S.E. OF THE CENTERLINE OF 83RD AVE. N., 11.7 FT. WEST OF THE AG0865'DOUBLE DOORS OF CHURCH (600 83RD AVE. N. PRESBYTERIAN CHURCH). SET IN AG0865'THE TOP OF THE CONCRETE SIDEWALK TO CHURCH BUILDING. SECTION 29, T 30, AG0865'R 17. AG0865 AG0865 STATION RECOVERY (1982) AG0865 AG0865'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG0865'RECOVERED IN GOOD CONDITION. AG0865 AG0865 STATION RECOVERY (1999) AG0865 AG0865'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0865'RECOVERED IN GOOD CONDITION. AG0865 AG0865 STATION RECOVERY (2001) AG0865 AG0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0865'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5280 *********************************************************************** AG5280 TIDAL BM - This is a Tidal Bench Mark. AG5280 DESIGNATION - S 262 AG5280 PID - AG5280 AG5280 STATE/COUNTY- FL/PINELLAS AG5280 USGS QUAD - PORT TAMPA (1983) AG5280 AG5280 *CURRENT SURVEY CONTROL AG5280 ___________________________________________________________________ AG5280* NAD 83(1986)- 27 52 16. (N) 082 37 02. (W) SCALED AG5280* NAVD 88 - 2.054 (meters) 6.74 (feet) ADJUSTED AG5280 ___________________________________________________________________ AG5280 GEOID HEIGHT- -24.59 (meters) GEOID99 AG5280 DYNAMIC HT - 2.051 (meters) 6.73 (feet) COMP AG5280 MODELED GRAV- 979,181.6 (mgal) NAVD 88 AG5280 AG5280 VERT ORDER - FIRST CLASS II AG5280 AG5280.The horizontal coordinates were scaled from a topographic map and have AG5280.an estimated accuracy of +/- 6 seconds. AG5280 AG5280.The orthometric height was determined by differential leveling AG5280.and adjusted by the National Geodetic Survey in June 1991. AG5280 AG5280.This Tidal Bench Mark is designated as VM 10676 AG5280.by the Center for Operational Oceanographic Products and Services. AG5280 AG5280.The geoid height was determined by GEOID99. AG5280 AG5280.The dynamic height is computed by dividing the NAVD 88 AG5280.geopotential number by the normal gravity value computed on the AG5280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5280.degrees latitude (g = 980.6199 gals.). AG5280 AG5280.The modeled gravity was interpolated from observed gravity values. AG5280 AG5280; North East Units Estimated Accuracy AG5280;SPC FL W - 392,080. 139,220. MT (+/- 180 meters Scaled) AG5280 AG5280 SUPERSEDED SURVEY CONTROL AG5280 AG5280 NGVD 29 - 2.317 (m) 7.60 (f) ADJ UNCH 1 2 AG5280 AG5280.Superseded values are not recommended for survey control. AG5280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5280.See file dsdata.txt to determine how the superseded data were derived. AG5280 AG5280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL407839(NAD 83) AG5280_MARKER: DB = BENCH MARK DISK AG5280_SETTING: 30 = CONCRETE BASE AG5280_STAMPING: S 262 1966 AG5280_MARK LOGO: CGS AG5280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG5280 AG5280 HISTORY - Date Condition Report By AG5280 HISTORY - 1966 MONUMENTED CGS AG5280 HISTORY - 1975 GOOD NGS AG5280 HISTORY - 1978 GOOD NGS AG5280 HISTORY - 1982 GOOD FLDNR AG5280 HISTORY - 19991116 GOOD USPSQD AG5280 HISTORY - 20010331 GOOD NGS AG5280 AG5280 STATION DESCRIPTION AG5280 AG5280'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AG5280'5.7 MI W FROM TAMPA. AG5280'ABOUT 5.7 MILES WEST ALONG GANDY BOULEVARD FROM THE INTERSECTION AG5280'OF WEST SHORE BOULEVARD AT TAMPA, THENCE ABOUT 0.1 MILE NORTH AG5280'ALONG A BLACK TOPPED DRIVE, AT W.L.C.Y. RADIO STATION, IN THE AG5280'TOP OF A 1 1/2-BY-5-FOOT LONG CONCRETE WING THAT EXTENDS SOUTH AG5280'FROM THE BASE THAT SUPPORTS THE CENTER ONE OF THREE TOWERS AND AG5280'ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE GROUND. AG5280 AG5280 STATION RECOVERY (1975) AG5280 AG5280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 AG5280'RECOVERED IN GOOD CONDITION. AG5280 AG5280 STATION RECOVERY (1978) AG5280 AG5280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AG5280'RECOVERED IN GOOD CONDITION. AG5280 AG5280 STATION RECOVERY (1982) AG5280 AG5280'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG5280'RECOVERED IN GOOD CONDITION. AG5280 AG5280 STATION RECOVERY (1999) AG5280 AG5280'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5280'RECOVERED IN GOOD CONDITION. AG5280 AG5280 STATION RECOVERY (2001) AG5280 AG5280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5280'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0924 *********************************************************************** AG0924 DESIGNATION - SKYVIEW AG0924 PID - AG0924 AG0924 STATE/COUNTY- FL/PINELLAS AG0924 USGS QUAD - ST PETERSBURG (1987) AG0924 AG0924 *CURRENT SURVEY CONTROL AG0924 ___________________________________________________________________ AG0924* NAD 83(1999)- 27 51 00.95034(N) 082 42 52.18919(W) ADJUSTED AG0924* NAVD 88 - 4.152 (meters) 13.62 (feet) ADJUSTED AG0924 ___________________________________________________________________ AG0924 X - 715,669.317 (meters) COMP AG0924 Y - -5,597,910.695 (meters) COMP AG0924 Z - 2,961,834.437 (meters) COMP AG0924 LAPLACE CORR- -1.67 (seconds) DEFLEC99 AG0924 ELLIP HEIGHT- -20.34 (meters) (05/29/03) GPS OBS AG0924 GEOID HEIGHT- -24.40 (meters) GEOID99 AG0924 DYNAMIC HT - 4.146 (meters) 13.60 (feet) COMP AG0924 MODELED GRAV- 979,181.6 (mgal) NAVD 88 AG0924 AG0924 HORZ ORDER - FIRST AG0924 VERT ORDER - SECOND CLASS II AG0924 ELLP ORDER - FOURTH CLASS II AG0924 AG0924.The horizontal coordinates were established by GPS observations AG0924.and adjusted by the National Geodetic Survey in May 2003. AG0924 AG0924.The orthometric height was determined by differential leveling AG0924.and adjusted by the National Geodetic Survey in June 1991. AG0924 AG0924.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG0924 AG0924.The Laplace correction was computed from DEFLEC99 derived deflections. AG0924 AG0924.The ellipsoidal height was determined by GPS observations AG0924.and is referenced to NAD 83. AG0924 AG0924.The geoid height was determined by GEOID99. AG0924 AG0924.The dynamic height is computed by dividing the NAVD 88 AG0924.geopotential number by the normal gravity value computed on the AG0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0924.degrees latitude (g = 980.6199 gals.). AG0924 AG0924.The modeled gravity was interpolated from observed gravity values. AG0924 AG0924; North East Units Scale Converg. AG0924;SPC FL W - 389,821.471 129,626.938 MT 1.00000228 -0 20 01.7 AG0924;UTM 17 - 3,081,795.740 331,179.585 MT 0.99995179 -0 48 04.1 AG0924 AG0924: Primary Azimuth Mark Grid Az AG0924:SPC FL W - ST PETERSBURG NW BASE RESET 308 34 48.4 AG0924:UTM 17 - ST PETERSBURG NW BASE RESET 309 02 50.8 AG0924 AG0924|---------------------------------------------------------------------| AG0924| PID Reference Object Distance Geod. Az | AG0924| dddmmss.s | AG0924| AG2325 CLEARWATER SHERIFFS DEPT MAST APPROX. 5.8 KM 0113022.6 | AG0924| AG2233 PINELLAS PARK MUN TANK APPROX. 1.6 KM 0891528.3 | AG0924| CW7848 SKYVIEW RM 3 09329 | AG0924| AG0943 SKYVIEW RM 1 23.800 METERS 10500 | AG0924| AG2218 ST PETERSBURG RAD STA WWBA MST APPROX. 4.9 KM 1174910.3 | AG0924| AG0928 SKYVIEW C 400.798 METERS 2101903.6 | AG0924| AG2251 SKYVIEW C PT A 409.990 METERS 2113339.1 | AG0924| AG2217 PINELLAS PARK LOT APPROX. 2.5 KM 2395533.8 | AG0924| AG0942 SKYVIEW RM 2 22.580 METERS 25214 | AG0924| AG2769 PINELLAS PARK RAD STA WGNB MST APPROX. 5.5 KM 2584705.8 | AG0924| AG2772 PINELLAS PARK RAD STA WQXM MST APPROX. 4.8 KM 2670431.0 | AG0924| AG2228 LARGO AEC PINELLAS PLANT W STK APPROX. 4.3 KM 3071737.7 | AG0924| AG2222 LARGO AEC PINELLAS PLANT E STK APPROX. 4.2 KM 3080427.9 | AG0924| AG7349 ST PETERSBURG NW BASE RESET APPROX. 6.3 KM 3081446.7 | AG0924| DF5847 PCDSM GPS 71 186.015 METERS 34043 | AG0924|---------------------------------------------------------------------| AG0924 AG0924 SUPERSEDED SURVEY CONTROL AG0924 AG0924 NAD 83(1990)- 27 51 00.94785(N) 082 42 52.18810(W) AD( ) 1 AG0924 NAD 83(1986)- 27 51 00.95374(N) 082 42 52.20029(W) AD( ) 1 AG0924 NAD 27 - 27 50 59.86637(N) 082 42 52.83922(W) AD( ) 1 AG0924 NGVD 29 - 4.415 (m) 14.48 (f) ADJ UNCH 2 2 AG0924 AG0924.Superseded values are not recommended for survey control. AG0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0924.See file dsdata.txt to determine how the superseded data were derived. AG0924 AG0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3118081796(NAD 83) AG0924_MARKER: DS = TRIANGULATION STATION DISK AG0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0924_STAMPING: SKYVIEW 1973 AG0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0924+STABILITY: SURFACE MOTION AG0924 AG0924 HISTORY - Date Condition Report By AG0924 HISTORY - 1973 MONUMENTED NGS AG0924 HISTORY - 1976 GOOD NGS AG0924 HISTORY - 19991129 GOOD USPSQD AG0924 HISTORY - 20010331 GOOD NGS AG0924 AG0924 STATION DESCRIPTION AG0924 AG0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AG0924'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF THE CENTER OF AG0924'PINELLAS PARK, AT THE SOUTHEAST CORNER OF THE GROUNDS OF THE AG0924'SKYVIEW ELEMENTARY SCHOOL AND ON PROPERTY OF PINELLAS COUNTY. AG0924' AG0924'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 92 AND AG0924'STATE HIGHWAY S-691 (49 STREET) IN THE NORTHEAST EDGE OF PINELLAS AG0924'PARK, GO SOUTH ON 49 STREET FOR 0.75 MILE TO THE JUNCTION OF AG0924'86 AVENUE. TURN RIGHT AND GO WEST ON 86 AVENUE FOR 0.6 MILE TO AG0924'REFERENCE MARK 3 ON THE LEFT. CONTINUE WEST ON 86 AVENUE FOR AG0924'0.25 MILE TO THE STATION ON THE RIGHT. AG0924' AG0924'THE STATION MARK, A STANDARD DISK STAMPED SKYVIEW 1973, IS SET AG0924'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH AG0924'THE GROUND SURFACE. IT IS 99 FEET NORTH OF THE NORTHEAST CORNER OF AG0924'HOUSE NUMBER 5900, 49 FEET NORTH OF THE CENTER OF 86 AVENUE, AG0924'26.6 FEET EAST OF THE WEST END OF A BACKSTOP FOR A BASEBALL AG0924'FIELD, 22.5 FEET SOUTH-SOUTHEAST OF THE NORTH END OF A BACKSTOP AG0924'AND 17.8 FEET NORTH OF A CABLE FENCE. AG0924' AG0924'REFERENCE MARK 1, A STANDARD DISK STAMPED SKYVIEW NO 1 1973, IS AG0924'CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK WHICH IS ON THE AG0924'NORTH SIDE OF 86 AVENUE. IT IS 29 FEET NORTH OF THE CENTER AG0924'OF 86 AVENUE AND 14 FEET WEST OF THE CENTER OF A DRIVEWAY. AG0924' AG0924'REFERENCE MARK 2, A STANDARD DISK STAMPED SKYVIEW NO 2 1973, IS AG0924'CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK WHICH IS ON THE AG0924'NORTH SIDE OF 86 AVENUE. IT IS 52 FEET WEST SOUTHWEST OF THE WEST AG0924'END OF THE BACKSTOP, 27 FEET NORTH OF THE CENTER OF 86 AVENUE AG0924'AND 5 FEET SOUTH OF THE CABLE FENCE. AG0924' AG0924'REFERENCE MARK 3, A STANDARD DISK STAMPED SKYVIEW NO 3 1973, IS AG0924'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH AG0924'WITH THE GROUND SURFACE. IT IS 41 FEET NORTH-NORTHWEST OF THE AG0924'NORTHWEST CORNER OF HOUSE NUMBER 5660, 20.6 FEET SOUTH OF THE AG0924'CENTER OF 86 AVENUE, 4.8 FEET WEST OF THE WEST EDGE OF A PAVED AG0924'DRIVEWAY AND 3.5 FEET WEST-NORTHWEST OF POWER LINE POLE NUMBER AG0924'2A-4568. AG0924' AG0924'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS. AG0924 AG0924 STATION RECOVERY (1976) AG0924 AG0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0924'IN PINELLAS PARK. AG0924'TO REACH THE STATION FROM THE INTERSECTION OF SR-694 (74TH AVE. N., AG0924'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693, 66TH ST.). RUN EASTERLY ON AG0924'S.R. 694 FOR 0.80 MILES TO THE INTERSECTION OF 60TH ST. TURN LEFT AND AG0924'RUN NORTHERLY ON 60TH ST. FOR 0.80 MILES TO THE INTERSECTION OF 86TH AG0924'AVE. N. TURN RIGHT AND RUN EASTERLY ON 86TH AVE. N. FOR 0.10 MILES. AG0924'STATION ON LEFT, LOCATED ON PROPERTY OF SKYVIEW ELEMENTARY SCHOOL, AG0924'48.9 FT. NORTH OF THE CENTERLINE OF 86TH AVE. N., 98.7 FT N.N.E. OF AG0924'THE N.E. CORNER OF A SINGLE STORY CONCRETE BLOCK HOUSE (5900 86TH AVE. AG0924'N.), 70.4 FT. N.N.W. OF A POWER AND LIGHT POLE (NO NUMBER), 7.9 FT. AG0924'EAST OF THE EXTENDED CENTERLINE OF DRIVEWAY (5900 86TH AVE. N.). SET AG0924'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION AG0924'20, T 30, R 16. AG0924 AG0924 STATION RECOVERY (1999) AG0924 AG0924'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0924'RECOVERED IN GOOD CONDITION. AG0924 AG0924 STATION RECOVERY (2001) AG0924 AG0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0924'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0925 *********************************************************************** AG0925 DESIGNATION - SKYVIEW A AG0925 PID - AG0925 AG0925 STATE/COUNTY- FL/PINELLAS AG0925 USGS QUAD - ST PETERSBURG (1987) AG0925 AG0925 *CURRENT SURVEY CONTROL AG0925 ___________________________________________________________________ AG0925* NAD 83(1990)- 27 51 26.39225(N) 082 42 44.43011(W) ADJUSTED AG0925* NAVD 88 - 3.657 (meters) 12.00 (feet) ADJUSTED AG0925 ___________________________________________________________________ AG0925 LAPLACE CORR- -1.67 (seconds) DEFLEC99 AG0925 GEOID HEIGHT- -24.41 (meters) GEOID99 AG0925 DYNAMIC HT - 3.651 (meters) 11.98 (feet) COMP AG0925 MODELED GRAV- 979,182.0 (mgal) NAVD 88 AG0925 AG0925 HORZ ORDER - SECOND AG0925 VERT ORDER - SECOND CLASS II AG0925 AG0925.The horizontal coordinates were established by classical geodetic methods AG0925.and adjusted by the National Geodetic Survey in May 1991. AG0925 AG0925.The orthometric height was determined by differential leveling AG0925.and adjusted by the National Geodetic Survey in June 1991. AG0925 AG0925.The Laplace correction was computed from DEFLEC99 derived deflections. AG0925 AG0925.The geoid height was determined by GEOID99. AG0925 AG0925.The dynamic height is computed by dividing the NAVD 88 AG0925.geopotential number by the normal gravity value computed on the AG0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0925.degrees latitude (g = 980.6199 gals.). AG0925 AG0925.The modeled gravity was interpolated from observed gravity values. AG0925 AG0925; North East Units Scale Converg. AG0925;SPC FL W - 390,603.391 129,843.776 MT 1.00000190 -0 19 58.3 AG0925;UTM 17 - 3,082,575.825 331,402.783 MT 0.99995086 -0 48 01.1 AG0925 AG0925: Primary Azimuth Mark Grid Az AG0925:SPC FL W - SKYVIEW A AZ MK 1 358 21 23.7 AG0925:UTM 17 - SKYVIEW A AZ MK 1 358 49 26.5 AG0925 AG0925|---------------------------------------------------------------------| AG0925| PID Reference Object Distance Geod. Az | AG0925| dddmmss.s | AG0925| AG0926 SKYVIEW A AZ MK 2 431.913 METERS 0871526.9 | AG0925| AG2255 SKYVIEW A PT A 7.256 METERS 15157 | AG0925| AG2210 SKYVIEW A AZ MK 1 APPROX. 0.8 KM 3580125.4 | AG0925|---------------------------------------------------------------------| AG0925 AG0925 SUPERSEDED SURVEY CONTROL AG0925 AG0925 NAD 83(1986)- 27 51 26.39814(N) 082 42 44.44223(W) AD( ) 2 AG0925 NAD 27 - 27 51 25.31158(N) 082 42 45.08153(W) AD( ) 2 AG0925 NGVD 29 - 3.920 (m) 12.86 (f) ADJ UNCH 2 2 AG0925 AG0925.Superseded values are not recommended for survey control. AG0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0925.See file dsdata.txt to determine how the superseded data were derived. AG0925 AG0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3140382576(NAD 83) AG0925_MARKER: DD = SURVEY DISK AG0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0925_STAMPING: SKYVIEW A AG0925_MARK LOGO: FL-103 AG0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0925+STABILITY: SURFACE MOTION AG0925 AG0925 HISTORY - Date Condition Report By AG0925 HISTORY - 1973 MONUMENTED FL-103 AG0925 HISTORY - 1976 GOOD NGS AG0925 HISTORY - 19991129 MARK NOT FOUND USPSQD AG0925 HISTORY - 20010331 MARK NOT FOUND NGS AG0925 AG0925 STATION DESCRIPTION AG0925 AG0925'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG0925'LOCATED IN THE NORTHWEST SECTION OF PINELLAS PARK AT THE AG0925'INTERSECTION OF 58TH STREET N AND 94TH AVENUE N. AG0925' AG0925'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE AG0925'ROUTE 688 (ULMERTON ROAD), GO SOUTHEAST ON U.S. HIGHWAY 19 FOR AG0925'2.0 MILES TO AN EXIT ON THE RIGHT AT SIGN PINELLAS PARK 2 AND AG0925'A SMALL SIGN 49TH STREET. BEAR RIGHT ON EXIT AND GO 0.2 MILE TO AG0925'THE JUNCTION OF 49TH STREET. BEAR RIGHT AND GO SOUTH ON 49TH AG0925'STREET FOR 0.25 MILE TO 94TH AVENUE N. TURN RIGHT AND GO AG0925'WEST AT 94TH AVENUE FOR 0.5 MILE TO PARK LANE DRIVE ON RIGHT AG0925'AND AZIMUTH MARK 2 AT THE NORTHEAST CORNER OF THE INTERSECTION AG0925'AS DESCRIBED. CONTINUE WEST ON 94TH AVENUE N FOR 0.25 MILE AG0925'TO 58TH STREET N AND STATION AT THE SOUTHEAST CORNER OF THE AG0925'INTERSECTION AS DESCRIBED. AG0925' AG0925'BRONZE DISK STAMPED SKYVIEW-A SET IN THE TOP OF A 12 INCH AG0925'DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE AG0925'GROUND. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF AG0925'CONCRETE 48 INCHES BELOW THE GROUND SURFACE. IT IS ABOUT 37 AG0925'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CARPORT CONCRETE AG0925'FLOOR, 30.5 FEET SOUTH OF THE CENTER OF 94TH AVENUE N PAVEMENT, AG0925'38 FEET EAST OF THE CENTER OF 58TH STREET N PAVEMENT, 12 FEET AG0925'SOUTHWEST OF A FIRE HYDRANT, 7 FEET SOUTHEAST OF A POWER POLE AG0925'AND 1 FOOT SOUTH OF THE POINT OF INTERSECTION OF A SIDEWALK. AG0925' AG0925'AZIMUTH MARK 1 IS AT THE SOUTHWEST CORNER OF 58TH STREET N AG0925'AND 102ND AVENUE N AS DESCRIBED. AG0925' AG0925'BRONZE DISK STAMPED SKYVIEW-A AZ. 1 SET IN THE TOP OF A 12 AG0925'INCH DIAMETER ROUND CONCRETE MONUMENT THAT IS 2 INCHES ABOVE AG0925'THE GROUND. IT IS ABOUT 76 FEET SOUTHWEST OF POWER POLE 1-92852, AG0925'75 FEET WEST OF POWER POLE 1-92852, 49 FEET SOUTH OF THE AG0925'CENTER OF PAVEMENT OF 102ND AVENUE N, 49 FEET WEST OF THE AG0925'CENTER OF PAVEMENT OF 58TH STREET N, AND 11.5 FEET SOUTHWEST AG0925'OF A MANHOLE COVER. AG0925' AG0925'AZIMUTH MARK 2 IS A BRONZE DISK STAMPED SKYVIEW-A AZ.2 SET IN AG0925'THE TOP OF A 12 INCH DIAMETER ROUND CONCRETE MONUMENT THAT AG0925'IS FLUSH WITH THE GROUND. IT IS ABOUT 70.5 FEET NORTHEAST OF AG0925'POWER POLE 2A-3077, 32 FEET NORTH OF THE CENTER OF 94TH AVENUE AG0925'N PAVEMENT, 25 FEET SOUTHEAST OF PARK LANE DRIVE PAVEMENT, AND AG0925'11 FEET EAST OF A MAIL BOX. AG0925' AG0925'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0925 AG0925 STATION RECOVERY (1976) AG0925 AG0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0925'IN PINELLAS PARK. AG0925'TO REACH THE STATION FROM THE INTERSECTION OF SR. 694 (74TH AVE. N., AG0925'PARK BLVD.) AND U.S. HWY. A19A, (S.R. 693, 66TH ST.). RUN EASTERLY ON AG0925'SR. 694 FOR 0.80 MILES TO THE INTERSECTION OF 60TH ST. TURN LEFT AND AG0925'RUN NORTHERLY ON 60TH ST. FOR 0.80 MILES TO THE INTERSECTION OF 86TH AG0925'AVE. N. TURN RIGHT AND RUN EASTERLY ON 86TH AVE. N. FOR 0.25 MILES TO AG0925'THE INTERSECTION OF 58TH ST. TURN LEFT AND RUN NORTHERLY ON 58TH ST. AG0925'FOR 0.50 MILES TO THE INTERSECTION OF 94TH AVE. N. STATION ON RIGHT, AG0925'S.E. CORNER, 36.9 FT. EAST OF THE CENTERLINE OF 58TH ST., 30.3 FT. AG0925'SOUTH OF THE CENTERLINE OF 94TH AVE. N., 68.6 FT. N.W. OF THE N.E. AG0925'CORNER OF A SINGLE STORY BLOCK HOUSE (5790 94TH AVE. N.), 6.9 FT. AG0925'SOUTH OF A TELEPHONE POLE (NO NUMBER), 1.0 FT. SOUTH OF THE BACK OF AG0925'SIDEWALK. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE AG0925'GROUND. SECTION 21, T 30, R 16. AG0925 AG0925 STATION RECOVERY (1999) AG0925 AG0925'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0925'MARK NOT FOUND. AG0925 AG0925 STATION RECOVERY (2001) AG0925 AG0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0925'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG2210 *********************************************************************** AG2210 DESIGNATION - SKYVIEW A AZ MK 1 AG2210 PID - AG2210 AG2210 STATE/COUNTY- FL/PINELLAS AG2210 USGS QUAD - ST PETERSBURG (1987) AG2210 AG2210 *CURRENT SURVEY CONTROL AG2210 ___________________________________________________________________ AG2210* NAD 83(1990)- 27 51 52.28067(N) 082 42 45.43536(W) ADJUSTED AG2210* NAVD 88 - 4.5 (meters) 15. (feet) VERTCON AG2210 ___________________________________________________________________ AG2210 LAPLACE CORR- -1.66 (seconds) DEFLEC99 AG2210 GEOID HEIGHT- -24.43 (meters) GEOID99 AG2210 AG2210 HORZ ORDER - SECOND AG2210 AG2210.The horizontal coordinates were established by classical geodetic methods AG2210.and adjusted by the National Geodetic Survey in May 1991. AG2210 AG2210.The NAVD 88 height was computed by applying the VERTCON shift value to AG2210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG2210 AG2210.The Laplace correction was computed from DEFLEC99 derived deflections. AG2210 AG2210.The geoid height was determined by GEOID99. AG2210 AG2210; North East Units Scale Converg. AG2210;SPC FL W - 391,400.451 129,820.906 MT 1.00000194 -0 19 59.1 AG2210;UTM 17 - 3,083,373.004 331,386.419 MT 0.99995092 -0 48 02.3 AG2210 AG2210 SUPERSEDED SURVEY CONTROL AG2210 AG2210 NAD 83(1986)- 27 51 52.28655(N) 082 42 45.44741(W) AD( ) 2 AG2210 NAD 27 - 27 51 51.20088(N) 082 42 46.08685(W) AD( ) 2 AG2210 NGVD 29 - 4.8 (m) 16. (f) VERT ANG AG2210 AG2210.Superseded values are not recommended for survey control. AG2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2210.See file dsdata.txt to determine how the superseded data were derived. AG2210 AG2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3138683373(NAD 83) AG2210_MARKER: DD = SURVEY DISK AG2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG2210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG2210+STABILITY: SURFACE MOTION AG2210 AG2210 HISTORY - Date Condition Report By AG2210 HISTORY - 1973 MONUMENTED FL-103 AG2210 HISTORY - 19991129 MARK NOT FOUND USPSQD AG2210 HISTORY - 20010331 MARK NOT FOUND NGS AG2210 AG2210 STATION DESCRIPTION AG2210 AG2210'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 AG2210'SEE STATION SKYVIEW A AG2210 AG2210 STATION RECOVERY (1999) AG2210 AG2210'RECOVERY NOTE BY US POWER SQUADRON 1999 AG2210'MARK NOT FOUND. AG2210 AG2210 STATION RECOVERY (2001) AG2210 AG2210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG2210'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0926 *********************************************************************** AG0926 DESIGNATION - SKYVIEW A AZ MK 2 AG0926 PID - AG0926 AG0926 STATE/COUNTY- FL/PINELLAS AG0926 USGS QUAD - ST PETERSBURG (1987) AG0926 AG0926 *CURRENT SURVEY CONTROL AG0926 ___________________________________________________________________ AG0926* NAD 83(1990)- 27 51 27.06340(N) 082 42 28.66111(W) ADJUSTED AG0926* NAVD 88 - 3.553 (meters) 11.66 (feet) ADJUSTED AG0926 ___________________________________________________________________ AG0926 LAPLACE CORR- -1.69 (seconds) DEFLEC99 AG0926 GEOID HEIGHT- -24.42 (meters) GEOID99 AG0926 DYNAMIC HT - 3.547 (meters) 11.64 (feet) COMP AG0926 MODELED GRAV- 979,181.9 (mgal) NAVD 88 AG0926 AG0926 HORZ ORDER - SECOND AG0926 VERT ORDER - SECOND CLASS II AG0926 AG0926.The horizontal coordinates were established by classical geodetic methods AG0926.and adjusted by the National Geodetic Survey in May 1991. AG0926 AG0926.The orthometric height was determined by differential leveling AG0926.and adjusted by the National Geodetic Survey in June 1991. AG0926 AG0926.The Laplace correction was computed from DEFLEC99 derived deflections. AG0926 AG0926.The geoid height was determined by GEOID99. AG0926 AG0926.The dynamic height is computed by dividing the NAVD 88 AG0926.geopotential number by the normal gravity value computed on the AG0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0926.degrees latitude (g = 980.6199 gals.). AG0926 AG0926.The modeled gravity was interpolated from observed gravity values. AG0926 AG0926; North East Units Scale Converg. AG0926;SPC FL W - 390,621.552 130,275.307 MT 1.00000116 -0 19 51.0 AG0926;UTM 17 - 3,082,590.464 331,834.426 MT 0.99994906 -0 47 53.8 AG0926 AG0926: Primary Azimuth Mark Grid Az AG0926:SPC FL W - SKYVIEW A 267 35 24.6 AG0926:UTM 17 - SKYVIEW A 268 03 27.4 AG0926 AG0926|---------------------------------------------------------------------| AG0926| PID Reference Object Distance Geod. Az | AG0926| dddmmss.s | AG0926| AG0925 SKYVIEW A 431.912 METERS 2671533.6 | AG0926|---------------------------------------------------------------------| AG0926 AG0926 SUPERSEDED SURVEY CONTROL AG0926 AG0926 NAD 83(1986)- 27 51 27.06925(N) 082 42 28.67322(W) AD( ) 2 AG0926 NAD 27 - 27 51 25.98283(N) 082 42 29.31248(W) AD( ) 2 AG0926 NGVD 29 - 3.816 (m) 12.52 (f) ADJ UNCH 2 2 AG0926 AG0926.Superseded values are not recommended for survey control. AG0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0926.See file dsdata.txt to determine how the superseded data were derived. AG0926 AG0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3183482590(NAD 83) AG0926_MARKER: DD = SURVEY DISK AG0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0926_STAMPING: SKYVIEW A AZ-2 AG0926_MARK LOGO: FL-103 AG0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0926+STABILITY: SURFACE MOTION AG0926 AG0926 HISTORY - Date Condition Report By AG0926 HISTORY - 1973 MONUMENTED FL-103 AG0926 HISTORY - 1976 GOOD NGS AG0926 HISTORY - 19991129 GOOD USPSQD AG0926 HISTORY - 20010331 GOOD NGS AG0926 AG0926 STATION DESCRIPTION AG0926 AG0926'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 AG0926'SEE STATION SKYVIEW A AG0926 AG0926 STATION RECOVERY (1976) AG0926 AG0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0926'IN PINELLAS PARK. AG0926'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N., AG0926'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693, 66TH ST.). RUN EASTERLY ON AG0926'S.R. 694 FOR 0.80 MILES TO THE INTERSECTION OF 60TH ST. TURN LEFT AND AG0926'RUN NORTHERLY ON 60TH ST. FOR 0.80 MILES TO THE INTERSECTION OF 86TH AG0926'AVE. N. TURN RIGHT AND RUN EASTERLY ON 86TH AVE. N. FOR 0.25 MILES TO AG0926'THE INTERSECTION OF 58TH ST. TURN LEFT AND RUN NORTHERLY ON 58TH ST. AG0926'FOR 0.50 MILES TO THE INTERSECTION OF 94TH AVE. N. TURN RIGHT AND RUN AG0926'EASTERLY ON 94TH AVE. N. FOR 0.25 MILES. STATION ON LEFT, N.E. AG0926'CORNER, 31.2 FT. NORTH OF THE CENTERLINE OF 94TH AVE. N., 24.7 FT. AG0926'S.E. OF THE CENTERLINE OF PARK LAKE DR., 81.0 FT. S.E. OF THE N.E. OF AG0926'A SINGLE STORY CONCRETE BLOCK HOUSE (9400 PARK LAKE DR.), 69.5 FT. AG0926'EAST OF A POWER AND LIGHT POLE (2A-3077). SET IN THE TOP OF A AG0926'CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 21, T 30, R 16. AG0926 AG0926 STATION RECOVERY (1999) AG0926 AG0926'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0926'RECOVERED IN GOOD CONDITION. AG0926 AG0926 STATION RECOVERY (2001) AG0926 AG0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0926'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0928 *********************************************************************** AG0928 DESIGNATION - SKYVIEW C AG0928 PID - AG0928 AG0928 STATE/COUNTY- FL/PINELLAS AG0928 USGS QUAD - ST PETERSBURG (1987) AG0928 AG0928 *CURRENT SURVEY CONTROL AG0928 ___________________________________________________________________ AG0928* NAD 83(1990)- 27 50 49.70810(N) 082 42 59.58256(W) ADJUSTED AG0928* NAVD 88 - 4.322 (meters) 14.18 (feet) ADJUSTED AG0928 ___________________________________________________________________ AG0928 LAPLACE CORR- -1.67 (seconds) DEFLEC99 AG0928 GEOID HEIGHT- -24.39 (meters) GEOID99 AG0928 DYNAMIC HT - 4.315 (meters) 14.16 (feet) COMP AG0928 MODELED GRAV- 979,181.4 (mgal) NAVD 88 AG0928 AG0928 HORZ ORDER - SECOND AG0928 VERT ORDER - SECOND CLASS II AG0928 AG0928.The horizontal coordinates were established by classical geodetic methods AG0928.and adjusted by the National Geodetic Survey in May 1991. AG0928 AG0928.The orthometric height was determined by differential leveling AG0928.and adjusted by the National Geodetic Survey in June 1991. AG0928 AG0928.The Laplace correction was computed from DEFLEC99 derived deflections. AG0928 AG0928.The geoid height was determined by GEOID99. AG0928 AG0928.The dynamic height is computed by dividing the NAVD 88 AG0928.geopotential number by the normal gravity value computed on the AG0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0928.degrees latitude (g = 980.6199 gals.). AG0928 AG0928.The modeled gravity was interpolated from observed gravity values. AG0928 AG0928; North East Units Scale Converg. AG0928;SPC FL W - 389,476.592 129,422.634 MT 1.00000264 -0 20 05.0 AG0928;UTM 17 - 3,081,452.556 330,972.485 MT 0.99995265 -0 48 07.3 AG0928 AG0928: Primary Azimuth Mark Grid Az AG0928:SPC FL W - SKYVIEW 030 39 05.2 AG0928:UTM 17 - SKYVIEW 031 07 07.5 AG0928 AG0928|---------------------------------------------------------------------| AG0928| PID Reference Object Distance Geod. Az | AG0928| dddmmss.s | AG0928| AG0924 SKYVIEW 400.798 METERS 0301900.2 | AG0928| AG2251 SKYVIEW C PT A 12.722 METERS 25441 | AG0928| AG2772 PINELLAS PARK RAD STA WQXM MST APPROX. 4.6 KM 2711415.7 | AG0928|---------------------------------------------------------------------| AG0928 AG0928 SUPERSEDED SURVEY CONTROL AG0928 AG0928 NAD 83(1986)- 27 50 49.71402(N) 082 42 59.59472(W) AD( ) 2 AG0928 NAD 27 - 27 50 48.62637(N) 082 43 00.23331(W) AD( ) 2 AG0928 NGVD 29 - 4.585 (m) 15.04 (f) ADJ UNCH 2 2 AG0928 AG0928.Superseded values are not recommended for survey control. AG0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0928.See file dsdata.txt to determine how the superseded data were derived. AG0928 AG0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3097281453(NAD 83) AG0928_MARKER: DD = SURVEY DISK AG0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0928_STAMPING: SKYVIEW C AG0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0928+STABILITY: SURFACE MOTION AG0928 AG0928 HISTORY - Date Condition Report By AG0928 HISTORY - 1973 MONUMENTED FL-103 AG0928 HISTORY - 1976 GOOD NGS AG0928 HISTORY - 19991129 GOOD USPSQD AG0928 HISTORY - 20010331 GOOD NGS AG0928 AG0928 STATION DESCRIPTION AG0928 AG0928'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG0928'LOCATED IN THE WESTERN PART OF PINELLAS PARK AT THE INTERSECTION AG0928'OF 60TH STREET N AND 82ND TERRACE N. AG0928' AG0928'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE ROUTE AG0928'688 (ULMERTON ROAD) GO SOUTHEAST ON U.S. HIGHWAY 19 FOR 2.0 MILES AG0928'TO AN EXIT ON THE RIGHT AT SIGN PINELLAS PARK 2 AND A SMALL SIGN AG0928'49TH STREET. BEAR RIGHT ON EXIT AND GO SOUTH ON 49TH STREET FOR AG0928'0.75 MILE TO 86TH AVENUE N. TURN RIGHT AND GO WEST ON 86TH AG0928'AVENUE N FOR 0.85 MILE TO TRIANGULATION STATION SKYVIEW 1973 ON THE AG0928'RIGHT. CONTINUE WEST FOR 0.15 MILE TO THE JUNCTION OF AG0928'60TH STREET N. TURN LEFT AND GO SOUTH ON 60TH STREET N AG0928'FOR 0.2 MILE TO 82ND TERRACE N AND STATION AT THE AG0928'SOUTHWEST CORNER OF THE INTERSECTION AS DESCRIBED. AG0928' AG0928'BRONZE DISK STAMPED SKYVIEW-C SET IN THE TOP OF A 12 INCH AG0928'DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE AG0928'GROUND. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF AG0928'CONCRETE 42 INCHES BELOW THE GROUND SURFACE. IT IS ABOUT 45 AG0928'FEET NORTHEAST OF THE NORTHEAST CORNER OF RESIDENCE 8280 60TH AG0928'STREET N, 25 FEET WEST OF THE CENTER OF 60TH STREET N PAVEMENT, AG0928'26 FEET SOUTH OF THE CENTER OF 82ND TERRACE N PAVEMENT, 48 FEET AG0928'SOUTHWEST OF POWER POLE NUMBER 94001 AND 13 FEET NORTH OF AG0928'TELEPHONE POLE NUMBER 8280. AG0928' AG0928'THE WEATHER VANE TOP VENTILATOR IS LOCATED ON THE ROOF OF AG0928'RESIDENCE NUMBER 5945 82ND TERRACE N. AG0928' AG0928'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0928 AG0928 STATION RECOVERY (1976) AG0928 AG0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0928'IN PINELLAS PARK. AG0928'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N., AG0928'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693, 66TH ST.). RUN EASTERLY ON AG0928'SR-694 FOR 0.80 MILES TO THE INTERSECTION OF 60TH ST. N. TURN LEFT AG0928'AND RUN NORTHERLY ON 60TH ST. N. FOR 0.60 MILES TO THE INTERSECTION OF AG0928'82ND TERRACE. STATION ON LEFT, S.W. CORNER, 25.5 FT. WEST OF THE AG0928'CENTERLINE OF 82ND TERRACE, 87.1 FT. N.W. OF THE N.W. CORNER OF A AG0928'SINGLE STORY CONCRETE BLOCK HOUSE (5990 82ND TERRACE), 48.2 FT. S.W. AG0928'OF A POWER AND LIGHT POLE (NUMBER 94001), 12.6 FT. NORTH OF A AG0928'TELEPHONE POLE (NUMBER 828). SET IN THE TOP OF A CONCRETE POST THAT AG0928'IS FLUSH WITH THE GROUND. SECTION 29, T 30, R 16. AG0928 AG0928 STATION RECOVERY (1999) AG0928 AG0928'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0928'RECOVERED IN GOOD CONDITION. AG0928 AG0928 STATION RECOVERY (2001) AG0928 AG0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0928'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0929 *********************************************************************** AG0929 DESIGNATION - SKYVIEW D AG0929 PID - AG0929 AG0929 STATE/COUNTY- FL/PINELLAS AG0929 USGS QUAD - ST PETERSBURG (1987) AG0929 AG0929 *CURRENT SURVEY CONTROL AG0929 ___________________________________________________________________ AG0929* NAD 83(1990)- 27 50 20.65878(N) 082 41 58.89453(W) ADJUSTED AG0929* NAVD 88 - 4.980 (meters) 16.34 (feet) ADJUSTED AG0929 ___________________________________________________________________ AG0929 LAPLACE CORR- -1.76 (seconds) DEFLEC99 AG0929 GEOID HEIGHT- -24.40 (meters) GEOID99 AG0929 DYNAMIC HT - 4.973 (meters) 16.32 (feet) COMP AG0929 MODELED GRAV- 979,180.7 (mgal) NAVD 88 AG0929 AG0929 HORZ ORDER - SECOND AG0929 VERT ORDER - SECOND CLASS II AG0929 AG0929.The horizontal coordinates were established by classical geodetic methods AG0929.and adjusted by the National Geodetic Survey in May 1991. AG0929 AG0929.The orthometric height was determined by differential leveling AG0929.and adjusted by the National Geodetic Survey in June 1991. AG0929 AG0929.The Laplace correction was computed from DEFLEC99 derived deflections. AG0929 AG0929.The geoid height was determined by GEOID99. AG0929 AG0929.The dynamic height is computed by dividing the NAVD 88 AG0929.geopotential number by the normal gravity value computed on the AG0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0929.degrees latitude (g = 980.6199 gals.). AG0929 AG0929.The modeled gravity was interpolated from observed gravity values. AG0929 AG0929; North East Units Scale Converg. AG0929;SPC FL W - 388,572.810 131,078.005 MT 0.99999979 -0 19 36.3 AG0929;UTM 17 - 3,080,535.353 332,620.346 MT 0.99994581 -0 47 38.1 AG0929 AG0929: Primary Azimuth Mark Grid Az AG0929:SPC FL W - DUMP J 087 54 58.7 AG0929:UTM 17 - DUMP J 088 23 00.5 AG0929 AG0929|---------------------------------------------------------------------| AG0929| PID Reference Object Distance Geod. Az | AG0929| dddmmss.s | AG0929| AG0499 DUMP J APPROX. 0.8 KM 0873522.4 | AG0929| AG0663 LEALMAN L 397.670 METERS 18529 | AG0929| CW7849 SKYVIEW D AZ 1 3490748.1 | AG0929|---------------------------------------------------------------------| AG0929 AG0929 SUPERSEDED SURVEY CONTROL AG0929 AG0929 NAD 83(1986)- 27 50 20.66456(N) 082 41 58.90680(W) AD( ) 2 AG0929 NAD 27 - 27 50 19.57589(N) 082 41 59.54766(W) AD( ) 2 AG0929 NGVD 29 - 5.243 (m) 17.20 (f) ADJ UNCH 2 2 AG0929 AG0929.Superseded values are not recommended for survey control. AG0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0929.See file dsdata.txt to determine how the superseded data were derived. AG0929 AG0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3262080535(NAD 83) AG0929_MARKER: DD = SURVEY DISK AG0929_SETTING: 30 = CONCRETE LANE DIVIDER AG0929_STAMPING: SKYVIEW D AG0929_MARK LOGO: FL-103 AG0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0929+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2003 AG0929 AG0929 HISTORY - Date Condition Report By AG0929 HISTORY - 1978 MONUMENTED FL-103 AG0929 HISTORY - 1976 GOOD NGS AG0929 HISTORY - 1983 GOOD USPSQD AG0929 HISTORY - 20030221 GOOD USPSQD AG0929 AG0929 STATION DESCRIPTION AG0929 AG0929'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978 (DF) AG0929'THE STATION IS LOCATED IN THE CENTRAL PORTION OF PINELLAS PARK, AG0929'0.75 MILE NORTH OF ST. PETERSBURG IN SECTION 28, TOWNSHIP 30 AG0929'SOUTH, RANGE 16 EAST. AG0929' AG0929'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NO. 19 AND STATE AG0929'ROAD NO. 694 (PARK BLVD.), GO WEST ON PARK BLVD. FOR 1.0 MILE TO AG0929'THE INTERSECTION OF 49TH STREET NORTH (STATE ROAD NO. 691). AG0929'STATION IS IN THE SOUTHEAST CORNER OF THE INTERSECTION AS AG0929'DESCRIBED. AG0929' AG0929'BRONZE DISK STAMPED SKYVIEW D GROUTED INTO THE SIDEWALK AND AG0929'FLUSH WITH THE CONCRETE SURFACE. IT IS 57.0 FT. EAST OF THE AG0929'CENTER OF THE NORTHBOUND LANES OF 49TH STREET NORTH, 27.2 FT. SOUTH AG0929'OF THE CENTER OF THE EASTBOUND LANES OF PARK BLVD., AND 25.0 AG0929'FT. NORTHEAST OF THE CENTER OF A GASOLINE STATION ADVERTISEMENT AG0929'SIGN (SPUR GASOLINE). AG0929' AG0929'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER. AG0929 AG0929 STATION RECOVERY (1976) AG0929 AG0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0929'IN PINELLAS PARK. AG0929'AT THE INTERSECTION OF SR-694 (PARK BLVD., 74TH AVE.) AND SR S-691 AG0929'(49TH ST.). IN THE S.E. CORNER, IN RIGHT TURN LANE DIVIDER, 40.0 FT. AG0929'EAST OF THE CENTERLINE OF 49TH ST. N., 40.4 FT. SOUTH OF THE AG0929'CENTERLINE OF 74 AVE. N., 38.2 FT. N.W. OF SIGNAL LIGHT POLE (NO AG0929'NUMBER), 5.5 FT. EAST OF THE BACK OF CURB, 5.8 FT. SOUTH OF THE BACK AG0929'OF CURB. SET IN THE TOP OF THE CONCRETE LANE DIVIDER. SECTION 28, T AG0929'30, R 16. AG0929 AG0929 STATION RECOVERY (1983) AG0929 AG0929'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0929'RECOVERED IN GOOD CONDITION. AG0929 AG0929 STATION RECOVERY (2003) AG0929 AG0929'RECOVERY NOTE BY US POWER SQUADRON 2003 (SGR) AG0929'65.5 FEET NORTH OF POWER POLE 181972. 3 1/2 FEET NORTH IN CONCRETE AG0929'HEAD RAIL OF CROSS BAYOU CANAL BRIDGE NUMBER 150208 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0932 *********************************************************************** AG0932 DESIGNATION - SKYVIEW F AG0932 PID - AG0932 AG0932 STATE/COUNTY- FL/PINELLAS AG0932 USGS QUAD - ST PETERSBURG (1987) AG0932 AG0932 *CURRENT SURVEY CONTROL AG0932 ___________________________________________________________________ AG0932* NAD 83(1990)- 27 51 26.57531(N) 082 42 01.22437(W) ADJUSTED AG0932* NAVD 88 - 3.860 (meters) 12.66 (feet) ADJUSTED AG0932 ___________________________________________________________________ AG0932 LAPLACE CORR- -1.71 (seconds) DEFLEC99 AG0932 GEOID HEIGHT- -24.43 (meters) GEOID99 AG0932 DYNAMIC HT - 3.854 (meters) 12.64 (feet) COMP AG0932 MODELED GRAV- 979,181.8 (mgal) NAVD 88 AG0932 AG0932 HORZ ORDER - SECOND AG0932 VERT ORDER - SECOND CLASS II AG0932 AG0932.The horizontal coordinates were established by classical geodetic methods AG0932.and adjusted by the National Geodetic Survey in May 1991. AG0932 AG0932.The orthometric height was determined by differential leveling AG0932.and adjusted by the National Geodetic Survey in June 1991. AG0932 AG0932.The Laplace correction was computed from DEFLEC99 derived deflections. AG0932 AG0932.The geoid height was determined by GEOID99. AG0932 AG0932.The dynamic height is computed by dividing the NAVD 88 AG0932.geopotential number by the normal gravity value computed on the AG0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0932.degrees latitude (g = 980.6199 gals.). AG0932 AG0932.The modeled gravity was interpolated from observed gravity values. AG0932 AG0932; North East Units Scale Converg. AG0932;SPC FL W - 390,602.217 131,025.840 MT 0.99999988 -0 19 38.1 AG0932;UTM 17 - 3,082,565.008 332,584.736 MT 0.99994595 -0 47 40.9 AG0932 AG0932: Primary Azimuth Mark Grid Az AG0932:SPC FL W - DUMP B 005 18 13.0 AG0932:UTM 17 - DUMP B 005 46 15.8 AG0932 AG0932|---------------------------------------------------------------------| AG0932| PID Reference Object Distance Geod. Az | AG0932| dddmmss.s | AG0932| AG0493 DUMP B 480.292 METERS 0045834.9 | AG0932|---------------------------------------------------------------------| AG0932 AG0932 SUPERSEDED SURVEY CONTROL AG0932 AG0932 NAD 83(1986)- 27 51 26.58112(N) 082 42 01.23648(W) AD( ) 2 AG0932 NAD 27 - 27 51 25.49477(N) 082 42 01.87709(W) AD( ) 2 AG0932 NGVD 29 - 4.122 (m) 13.52 (f) ADJ UNCH 2 2 AG0932 AG0932.Superseded values are not recommended for survey control. AG0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0932.See file dsdata.txt to determine how the superseded data were derived. AG0932 AG0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3258582565(NAD 83) AG0932_MARKER: DD = SURVEY DISK AG0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0932_STAMPING: SKYVIEW F AG0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0932+STABILITY: SURFACE MOTION AG0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0932+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2003 AG0932 AG0932 HISTORY - Date Condition Report By AG0932 HISTORY - 1976 MONUMENTED FL-103 AG0932 HISTORY - 1976 GOOD NGS AG0932 HISTORY - 20030218 GOOD USPSQD AG0932 AG0932 STATION DESCRIPTION AG0932 AG0932'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0932'THE STATION IS LOCATED IN THE NORTH CENTRAL PORTION OF PINELLAS AG0932'PARK, IN SECTION 28, TOWNSHIP 30 SOUTH, RANGE 16 EAST. AG0932' AG0932'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE ROUTE 694 AG0932'(PARK BOULEVARD), GO WEST ON PARK BOULEVARD FOR 1.0 MILE TO THE AG0932'INTERSECTION OF 49TH STREET, NORTH. TURN RIGHT AND GO NORTH ON AG0932'49TH STREET, NORTH FOR 1.25 MILE TO THE INTERSECTION OF 94TH AG0932'AVENUE NORTH. STATION IS IN THE SOUTHWEST CORNER OF THE AG0932'INTERSECTION AS DESCRIBED. AG0932' AG0932'BRONZE DISK STAMPED SKYVIEW F SET IN TOP OF A 12-INCH DIAMETER AG0932'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0932' AG0932'IT IS 29.6 FEET WEST OF CENTER OF THE SOUTHBOUND LANES OF 49TH AG0932'STREET NORTH, 29.3 FEET SOUTH OF CENTER OF 94TH AVENUE NORTH, AG0932'23.5 FEET NORTHWEST OF A GULF SERVICE SIGN, AND 8.4 FEET NORTHWEST AG0932'OF A FIRE HYDRANT. AG0932' AG0932'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0932 AG0932 STATION RECOVERY (1976) AG0932 AG0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0932'IN PINELLAS PARK. AG0932'TO REACH THE STATION FROM THE INTERSECTION OF SR-694 (PARK BLVD., 74TH AG0932'AVE.) AND SR S-691 (49TH ST.). RUN NORTHERLY ON 49 ST. FOR 1.30 MILES AG0932'TO 94 AVE. N. STATION ON LEFT, IN THE S.W. CORNER, 54.0 FT. WEST OF AG0932'THE CENTERLINE OF 49TH ST., 29.9 FT. SOUTH OF THE CENTERLINE OF 94 AG0932'AVE. N., 76.6 FT. S.E. OF POWER POLE (NUMBER 1-86772), 78.1 FT. S.S.W. AG0932'OF LIGHT POLE (NO NUMBER), 3.2 FT. S.W. OF BACK OF CURB. SET IN THE AG0932'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 21, T AG0932'30, R 16. AG0932 AG0932 STATION RECOVERY (2003) AG0932 AG0932'RECOVERY NOTE BY US POWER SQUADRON 2003 (FS) AG0932'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0933 *********************************************************************** AG0933 DESIGNATION - SKYVIEW G AG0933 PID - AG0933 AG0933 STATE/COUNTY- FL/PINELLAS AG0933 USGS QUAD - ST PETERSBURG (1987) AG0933 AG0933 *CURRENT SURVEY CONTROL AG0933 ___________________________________________________________________ AG0933* NAD 83(1990)- 27 52 15.67696(N) 082 42 01.44025(W) ADJUSTED AG0933* NAVD 88 - 4.020 (meters) 13.19 (feet) ADJUSTED AG0933 ___________________________________________________________________ AG0933 LAPLACE CORR- -1.66 (seconds) DEFLEC99 AG0933 GEOID HEIGHT- -24.46 (meters) GEOID99 AG0933 DYNAMIC HT - 4.014 (meters) 13.17 (feet) COMP AG0933 MODELED GRAV- 979,182.7 (mgal) NAVD 88 AG0933 AG0933 HORZ ORDER - SECOND AG0933 VERT ORDER - SECOND CLASS II AG0933 AG0933.The horizontal coordinates were established by classical geodetic methods AG0933.and adjusted by the National Geodetic Survey in May 1991. AG0933 AG0933.The orthometric height was determined by differential leveling AG0933.and adjusted by the National Geodetic Survey in June 1991. AG0933 AG0933.The Laplace correction was computed from DEFLEC99 derived deflections. AG0933 AG0933.The geoid height was determined by GEOID99. AG0933 AG0933.The dynamic height is computed by dividing the NAVD 88 AG0933.geopotential number by the normal gravity value computed on the AG0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0933.degrees latitude (g = 980.6199 gals.). AG0933 AG0933.The modeled gravity was interpolated from observed gravity values. AG0933 AG0933; North East Units Scale Converg. AG0933;SPC FL W - 392,113.701 131,028.570 MT 0.99999987 -0 19 38.8 AG0933;UTM 17 - 3,084,076.338 332,599.799 MT 0.99994589 -0 47 42.3 AG0933 AG0933: Primary Azimuth Mark Grid Az AG0933:SPC FL W - SKYVIEW H 001 50 53.1 AG0933:UTM 17 - SKYVIEW H 002 18 56.6 AG0933 AG0933|---------------------------------------------------------------------| AG0933| PID Reference Object Distance Geod. Az | AG0933| dddmmss.s | AG0933| AG0934 SKYVIEW H APPROX. 0.9 KM 0013114.3 | AG0933|---------------------------------------------------------------------| AG0933 AG0933 SUPERSEDED SURVEY CONTROL AG0933 AG0933 NAD 83(1986)- 27 52 15.68281(N) 082 42 01.45221(W) AD( ) 2 AG0933 NAD 27 - 27 52 14.59778(N) 082 42 02.09278(W) AD( ) 2 AG0933 NGVD 29 - 4.283 (m) 14.05 (f) ADJ UNCH 2 2 AG0933 AG0933.Superseded values are not recommended for survey control. AG0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0933.See file dsdata.txt to determine how the superseded data were derived. AG0933 AG0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3260084076(NAD 83) AG0933_MARKER: DD = SURVEY DISK AG0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0933_STAMPING: SKYVIEW G AG0933_MARK LOGO: FL-103 AG0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0933+STABILITY: SURFACE MOTION AG0933 AG0933 HISTORY - Date Condition Report By AG0933 HISTORY - 1976 MONUMENTED FL-103 AG0933 HISTORY - 1976 GOOD NGS AG0933 HISTORY - 20030226 MARK NOT FOUND USPSQD AG0933 AG0933 STATION DESCRIPTION AG0933 AG0933'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0933'THE STATION IS ABOUT 2.5 MILES SOUTHEAST OF LARGO, .50 MILE NORTH AG0933'OF PINELLAS PARK, IN SECTION 16, TOWNSHIP 30 SOUTH, RANGE 16 EAST. AG0933' AG0933'TO REACH FROM THE JUNCTION OF STATE ROUTE 688 (ULMERTON ROAD) AG0933'AND STATE ROUTE 691 (49TH STREET NORTH AND/OR DISTON BOULEVARD), AG0933'GO SOUTH ON 49TH STREET NORTH FOR 1.60 MILES TO THE PROPERTY OWNED AG0933'BY EXCEL INDUSTRIES (NUMBER 10870) ON THE RIGHT. STATION IS AG0933'LOCATED AT THE NORTHEASTERN CORNER OF THE PROPERTY AS DESCRIBED. AG0933' AG0933'BRONZE DISK STAMPED SKYVIEW G SET IN TOP OF A 12-INCH DIAMETER AG0933'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0933' AG0933'IT IS 72.0 FEET NORTH OF A TELEPHONE POLE NUMBER 10870, 46.7 FEET AG0933'WEST OF CENTER OF 49TH STREET NORTH, 7.3 FEET SOUTHEAST OF A POWER AG0933'AND LIGHT POLE NUMBER 185049, AND 3.2 FEET EAST OF A 48-INCH HIGH AG0933'CHAIN LINK FENCE. AG0933' AG0933'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0933 AG0933 STATION RECOVERY (1976) AG0933 AG0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0933'0.4 MI N FROM PINELLAS PARK. AG0933'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND SR AG0933'S-691 (49TH ST.). RUN NORTHERLY ON 49TH ST. FOR 0.60 MILE. STATION AG0933'ON LEFT, 46.7 FT. WEST OF THE CENTERLINE OF 49 ST. N., 364.0 FT. SOUTH AG0933'OF THE CENTERLINE OF 110 AVE. N., 72.5 FT. NORTH OF TELEPHONE POLE AG0933'(NUMBER 10870), 44.5 FT. S.S.E. OF A 12 INCH PINE TREE, 11.5 FT. SOUTH AG0933'OF LIGHT POLE (NUMBER 1-85049), 3.4 FT. EAST OF A 5 FT. CHAIN LINK AG0933'FENCE. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE AG0933'GROUND. SECTION 16, T 30, R 16. AG0933 AG0933 STATION RECOVERY (2003) AG0933 AG0933'RECOVERY NOTE BY US POWER SQUADRON 2003 (SIT) AG0933'PROPERTY NUMBER 10870 IS NOW ADVANTAGE HITCHES. AG0933'OWNER/LEASER. INDICATED THAT PROPERTY LINE CHANGED WITH THE WIDENING AG0933'OF 49TH STREET. OLD BOUNDARY LINE IS NOW LOCATED IN NEW ROADBED. AG0933'WITH THE EXCEPTION OF CENTERLINE MEASUREMENTS, NONE OF THE REFERENCE AG0933'POINTS CURRENTLY EXIST, POLES CHANGED, NO PINE TREE, 5 CHAIN LINK AG0933'FENCE REPLACED BY A 6 CHAIN LINK FENCE ON NEW PROPERTY LINE. AG0933'MARK POSSIBLY DESTROYED WITH WIDENING OF 49TH STREET. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7361 *********************************************************************** AG7361 DESIGNATION - SKYVIEW H RESET AG7361 PID - AG7361 AG7361 STATE/COUNTY- FL/PINELLAS AG7361 USGS QUAD - SAFETY HARBOR (1956) AG7361 AG7361 *CURRENT SURVEY CONTROL AG7361 ___________________________________________________________________ AG7361* NAD 83(1986)- 27 52 45. (N) 082 42 00. (W) SCALED AG7361* NAVD 88 - 4.20 (+/-2cm) 13.8 (feet) VERTCON AG7361 ___________________________________________________________________ AG7361 GEOID HEIGHT- -24.48 (meters) GEOID99 AG7361 AG7361 VERT ORDER - THIRD (See Below) AG7361 AG7361.The horizontal coordinates were scaled from a topographic map and have AG7361.an estimated accuracy of +/- 6 seconds. AG7361 AG7361.The NAVD 88 height was computed by applying the VERTCON shift value to AG7361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7361.The vertical order pertains to the superseded datum. AG7361 AG7361.The geoid height was determined by GEOID99. AG7361 AG7361; North East Units Estimated Accuracy AG7361;SPC FL W - 393,020. 131,070. MT (+/- 180 meters Scaled) AG7361 AG7361 SUPERSEDED SURVEY CONTROL AG7361 AG7361 NGVD 29 - 4.46 (m) 14.6 (f) RESET 3 AG7361 AG7361.Superseded values are not recommended for survey control. AG7361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7361.See file dsdata.txt to determine how the superseded data were derived. AG7361 AG7361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL326849(NAD 83) AG7361_MARKER: DB = BENCH MARK DISK AG7361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7361_STAMPING: SKYVIEW H AG7361_MARK LOGO: FL-103 AG7361_PROJECTION: FLUSH AG7361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7361+STABILITY: SURFACE MOTION AG7361 AG7361 HISTORY - Date Condition Report By AG7361 HISTORY - 1978 MONUMENTED FL-103 AG7361 HISTORY - 20030217 MARK NOT FOUND USPSQD AG7361 AG7361 STATION DESCRIPTION AG7361 AG7361'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978 AG7361'1.15 MI NORTH FROM PINELLAS PARK. AG7361'1.15 MILES NORTHERLY ALONG 49TH STREET FROM THE INTERSECTION OF AG7361'U.S. HIGHWAY 19 AND STATE ROUTE S-691 (49TH STREET) TO THE AG7361'INTERSECTION OF 118TH AVENUE NORTH, 42.0 FEET EAST OF THE AG7361'CENTERLINE OF 49TH STREET NORTH, 26.0 FEET NORTH OF THE AG7361'CENTERLINE OF 118TH AVENUE NORTH, 100.5 FEET SOUTH OF POWERPOLE AG7361'NO 1A-21125-R, 85.0 FEET WEST OF POWERPOLE NO 1-86240, AND 4.2 AG7361'FEET WEST OF POWER POLE NO 1-86248. AG7361 AG7361 STATION RECOVERY (2003) AG7361 AG7361'RECOVERY NOTE BY US POWER SQUADRON 2003 (DFR) AG7361'HIGHWAY CONSTRUCTION WIDENED INTERSECTION OF 49TH STREET AND 118TH AVE AG7361'MARK WAS LOCATED WITHIN NEW CONSTRUCTION AREA. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7362 *********************************************************************** AG7362 DESIGNATION - SKYVIEW M RESET AG7362 PID - AG7362 AG7362 STATE/COUNTY- FL/PINELLAS AG7362 USGS QUAD - ST PETERSBURG (1987) AG7362 AG7362 *CURRENT SURVEY CONTROL AG7362 ___________________________________________________________________ AG7362* NAD 83(1990)- 27 50 34.62734(N) 082 43 42.42108(W) ADJUSTED AG7362* NAVD 88 - 3.68 (+/-2cm) 12.1 (feet) VERTCON AG7362 ___________________________________________________________________ AG7362 LAPLACE CORR- -1.64 (seconds) DEFLEC99 AG7362 GEOID HEIGHT- -24.36 (meters) GEOID99 AG7362 AG7362 HORZ ORDER - SECOND AG7362 VERT ORDER - THIRD (See Below) AG7362 AG7362.The horizontal coordinates were established by classical geodetic methods AG7362.and adjusted by the National Geodetic Survey in May 1991. AG7362 AG7362.The NAVD 88 height was computed by applying the VERTCON shift value to AG7362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7362.The vertical order pertains to the superseded datum. AG7362 AG7362.The Laplace correction was computed from DEFLEC99 derived deflections. AG7362 AG7362.The geoid height was determined by GEOID99. AG7362 AG7362; North East Units Scale Converg. AG7362;SPC FL W - 389,019.279 128,247.779 MT 1.00000470 -0 20 24.9 AG7362;UTM 17 - 3,081,004.861 329,793.998 MT 0.99995758 -0 48 26.9 AG7362 AG7362 SUPERSEDED SURVEY CONTROL AG7362 AG7362 NAD 83(1986)- 27 50 34.63334(N) 082 43 42.43335(W) AD( ) 2 AG7362 NGVD 29 - 3.94 (m) 12.9 (f) RESET 3 AG7362 AG7362.Superseded values are not recommended for survey control. AG7362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7362.See file dsdata.txt to determine how the superseded data were derived. AG7362 AG7362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2979481005(NAD 83) AG7362_MARKER: DB = BENCH MARK DISK AG7362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7362_STAMPING: SKYVIEW AG7362_PROJECTION: RECESSED 5 CENTIMETERS AG7362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7362+STABILITY: SURFACE MOTION AG7362 AG7362 HISTORY - Date Condition Report By AG7362 HISTORY - 1978 MONUMENTED FL-103 AG7362 HISTORY - 19991129 GOOD USPSQD AG7362 HISTORY - 20010331 GOOD NGS AG7362 AG7362 STATION DESCRIPTION AG7362 AG7362'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978 AG7362'IN PINELLAS PARK. AG7362'0.25 MILE NORTH ALONG U.S. ALT. HIGHWAY 19A FROM THE AG7362'INTERSECTION OF U.S. ALT HIGHWAY 19A (STATE ROUTE 693 AND 66TH AG7362'STREET) AND STATE ROUTE 694 (PARK BLVD) TO THE INTERSECTION OF AG7362'78TH AVENUE NORTH, 51.2 FEET EAST OF THE CENTERLINE OF 66TH STREET, AG7362'55.5 FEET NORTH OF THE CENTERLINE OF 78TH AVENUE NORTH, 86.6 FEET AG7362'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE STORY CONCRETE AG7362'BUILDING, NO 7801 66TH STREET NORTH, 131. FEET NORTH-NORTHWEST AG7362'OF A CONCRETE POWERPOLE NO 1-81263, AND 2.9 FEET EAST OF THE AG7362'BACK OF CURB. AG7362 AG7362 STATION RECOVERY (1999) AG7362 AG7362'RECOVERY NOTE BY US POWER SQUADRON 1999 AG7362'RECOVERED IN GOOD CONDITION. AG7362 AG7362 STATION RECOVERY (2001) AG7362 AG7362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG7362'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0939 *********************************************************************** AG0939 DESIGNATION - SKYVIEW N AG0939 PID - AG0939 AG0939 STATE/COUNTY- FL/PINELLAS AG0939 USGS QUAD - ST PETERSBURG (1987) AG0939 AG0939 *CURRENT SURVEY CONTROL AG0939 ___________________________________________________________________ AG0939* NAD 83(1986)- 27 51 01. (N) 082 43 41. (W) SCALED AG0939* NAVD 88 - 3.540 (meters) 11.61 (feet) ADJUSTED AG0939 ___________________________________________________________________ AG0939 GEOID HEIGHT- -24.38 (meters) GEOID99 AG0939 DYNAMIC HT - 3.535 (meters) 11.60 (feet) COMP AG0939 MODELED GRAV- 979,181.8 (mgal) NAVD 88 AG0939 AG0939 VERT ORDER - SECOND CLASS II AG0939 AG0939.The horizontal coordinates were scaled from a topographic map and have AG0939.an estimated accuracy of +/- 6 seconds. AG0939 AG0939.The orthometric height was determined by differential leveling AG0939.and adjusted by the National Geodetic Survey in June 1991. AG0939 AG0939.The geoid height was determined by GEOID99. AG0939 AG0939.The dynamic height is computed by dividing the NAVD 88 AG0939.geopotential number by the normal gravity value computed on the AG0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0939.degrees latitude (g = 980.6199 gals.). AG0939 AG0939.The modeled gravity was interpolated from observed gravity values. AG0939 AG0939; North East Units Estimated Accuracy AG0939;SPC FL W - 389,830. 128,290. MT (+/- 180 meters Scaled) AG0939 AG0939 SUPERSEDED SURVEY CONTROL AG0939 AG0939 NGVD 29 - 3.804 (m) 12.48 (f) ADJ UNCH 2 2 AG0939 AG0939.Superseded values are not recommended for survey control. AG0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0939.See file dsdata.txt to determine how the superseded data were derived. AG0939 AG0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298818(NAD 83) AG0939_MARKER: DD = SURVEY DISK AG0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0939_STAMPING: SKYVIEW N AG0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0939+STABILITY: SURFACE MOTION AG0939 AG0939 HISTORY - Date Condition Report By AG0939 HISTORY - UNK MONUMENTED FL-103 AG0939 HISTORY - 1976 GOOD NGS AG0939 HISTORY - 1989 GOOD USPSQD AG0939 HISTORY - 19991129 GOOD USPSQD AG0939 HISTORY - 20010331 GOOD NGS AG0939 AG0939 STATION DESCRIPTION AG0939 AG0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0939'IN PINELLAS PARK. AG0939'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A AG0939'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.). RUN NORTHERLY ON U.S. ALT. AG0939'HWY. 19A FOR 0.85 MILE TO 86TH AVE. STATION ON THE LEFT, IN THE S.W. AG0939'CORNER, 51.5 WEST OF THE CENTERLINE OF 66TH ST., 32.3 SOUTH OF THE AG0939'CENTERLINE OF 86TH AVE., 26.8 E.S.E. OF WOOD POWER POLE (NUMBER AG0939'1-84316), 4.1 FT. N.W. OF A WOOD TELEPHONE POLE (NUMBER 859-8), 3.6 AG0939'FT. S.W. OF BACK OF CURB 1.5 FT. WEST OF THE BACK OF SIDEWALK. SET IN AG0939'THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 30, AG0939'T 30, R 16. AG0939 AG0939 STATION RECOVERY (1989) AG0939 AG0939'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW) AG0939'RECOVERED IN GOOD CONDITION. AG0939 AG0939 STATION RECOVERY (1999) AG0939 AG0939'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0939'RECOVERED IN GOOD CONDITION. AG0939 AG0939 STATION RECOVERY (2001) AG0939 AG0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0939'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0940 *********************************************************************** AG0940 DESIGNATION - SKYVIEW O AG0940 PID - AG0940 AG0940 STATE/COUNTY- FL/PINELLAS AG0940 USGS QUAD - ST PETERSBURG (1987) AG0940 AG0940 *CURRENT SURVEY CONTROL AG0940 ___________________________________________________________________ AG0940* NAD 83(1986)- 27 51 25. (N) 082 43 41. (W) SCALED AG0940* NAVD 88 - 4.544 (meters) 14.91 (feet) ADJUSTED AG0940 ___________________________________________________________________ AG0940 GEOID HEIGHT- -24.39 (meters) GEOID99 AG0940 DYNAMIC HT - 4.537 (meters) 14.89 (feet) COMP AG0940 MODELED GRAV- 979,182.2 (mgal) NAVD 88 AG0940 AG0940 VERT ORDER - SECOND CLASS II AG0940 AG0940.The horizontal coordinates were scaled from a topographic map and have AG0940.an estimated accuracy of +/- 6 seconds. AG0940 AG0940.The orthometric height was determined by differential leveling AG0940.and adjusted by the National Geodetic Survey in June 1991. AG0940 AG0940.The geoid height was determined by GEOID99. AG0940 AG0940.The dynamic height is computed by dividing the NAVD 88 AG0940.geopotential number by the normal gravity value computed on the AG0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0940.degrees latitude (g = 980.6199 gals.). AG0940 AG0940.The modeled gravity was interpolated from observed gravity values. AG0940 AG0940; North East Units Estimated Accuracy AG0940;SPC FL W - 390,570. 128,300. MT (+/- 180 meters Scaled) AG0940 AG0940 SUPERSEDED SURVEY CONTROL AG0940 AG0940 NGVD 29 - 4.808 (m) 15.77 (f) ADJ UNCH 2 2 AG0940 AG0940.Superseded values are not recommended for survey control. AG0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0940.See file dsdata.txt to determine how the superseded data were derived. AG0940 AG0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298825(NAD 83) AG0940_MARKER: DD = SURVEY DISK AG0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0940_STAMPING: SKYVIEW O AG0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0940+STABILITY: SURFACE MOTION AG0940 AG0940 HISTORY - Date Condition Report By AG0940 HISTORY - UNK MONUMENTED FL-103 AG0940 HISTORY - 1976 GOOD NGS AG0940 HISTORY - 19991129 GOOD USPSQD AG0940 HISTORY - 20010331 GOOD NGS AG0940 AG0940 STATION DESCRIPTION AG0940 AG0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0940'IN PINELLAS PARK. AG0940'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A AG0940'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.). RUN NORTHERLY ON U.S. ALT. AG0940'HWY 19A FOR 1.25 MILES TO 94TH AVE. STATION ON THE RIGHT, IN THE N.E. AG0940'CORNER, 50.0 FT. EAST OF THE CENTERLINE OF 66TH ST., 49.0 FT. NORTH OF AG0940'THE CENTERLINE OF 94TH AVE., 63.5 FT. SOUTH OF CONCRETE POWER LIGHT AG0940'(NUMBER 1-81304), 24.3 FT. WEST OF A 12 INCH PINE, 24.0 FT. S.W. OF A AG0940'12 INCH PINE, 4.8 FT. E.N.E. OF BACK OF CURB. SET IN THE TOP OF A AG0940'CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 20, T 30, R 16. AG0940 AG0940 STATION RECOVERY (1999) AG0940 AG0940'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0940'RECOVERED IN GOOD CONDITION. AG0940 AG0940 STATION RECOVERY (2001) AG0940 AG0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0940'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0941 *********************************************************************** AG0941 DESIGNATION - SKYVIEW P AG0941 PID - AG0941 AG0941 STATE/COUNTY- FL/PINELLAS AG0941 USGS QUAD - ST PETERSBURG (1987) AG0941 AG0941 *CURRENT SURVEY CONTROL AG0941 ___________________________________________________________________ AG0941* NAD 83(1986)- 27 51 49. (N) 082 43 41. (W) SCALED AG0941* NAVD 88 - 4.790 (meters) 15.72 (feet) ADJUSTED AG0941 ___________________________________________________________________ AG0941 GEOID HEIGHT- -24.40 (meters) GEOID99 AG0941 DYNAMIC HT - 4.783 (meters) 15.69 (feet) COMP AG0941 MODELED GRAV- 979,182.6 (mgal) NAVD 88 AG0941 AG0941 VERT ORDER - SECOND CLASS II AG0941 AG0941.The horizontal coordinates were scaled from a topographic map and have AG0941.an estimated accuracy of +/- 6 seconds. AG0941 AG0941.The orthometric height was determined by differential leveling AG0941.and adjusted by the National Geodetic Survey in June 1991. AG0941 AG0941.The geoid height was determined by GEOID99. AG0941 AG0941.The dynamic height is computed by dividing the NAVD 88 AG0941.geopotential number by the normal gravity value computed on the AG0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0941.degrees latitude (g = 980.6199 gals.). AG0941 AG0941.The modeled gravity was interpolated from observed gravity values. AG0941 AG0941; North East Units Estimated Accuracy AG0941;SPC FL W - 391,310. 128,300. MT (+/- 180 meters Scaled) AG0941 AG0941 SUPERSEDED SURVEY CONTROL AG0941 AG0941 NGVD 29 - 5.054 (m) 16.58 (f) ADJ UNCH 2 2 AG0941 AG0941.Superseded values are not recommended for survey control. AG0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0941.See file dsdata.txt to determine how the superseded data were derived. AG0941 AG0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298832(NAD 83) AG0941_MARKER: DD = SURVEY DISK AG0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0941_STAMPING: SKYVIEW P AG0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0941+STABILITY: SURFACE MOTION AG0941 AG0941 HISTORY - Date Condition Report By AG0941 HISTORY - UNK MONUMENTED FL-103 AG0941 HISTORY - 1976 GOOD NGS AG0941 HISTORY - 19991129 MARK NOT FOUND USPSQD AG0941 HISTORY - 20010331 MARK NOT FOUND NGS AG0941 AG0941 STATION DESCRIPTION AG0941 AG0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0941'0.1 MI N FROM PINELLAS PARK. AG0941'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A AG0941'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.). RUN NORTHERLY ON U.S. ALT. AG0941'HWY. 19A FOR 1.75 MILES TO 102ND AVE. STATION IS ON THE LEFT, IN THE AG0941'N.W. CORNER, 51.6 FT. WEST OF THE CENTERLINE OF 66TH ST., 40.0 FT. AG0941'NORTH OF THE CENTERLINE OF 102ND AVE., 37.0 FT. S.E. OF A 15 INCH AG0941'PINE, 16.0 FT. E.N.E. OF POWER POLE (NUMBER 1-92971), 2.1 FT. N.W. OF AG0941'BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH AG0941'THE GROUND. SECTION 18, T 30, R 16. AG0941 AG0941 STATION RECOVERY (1999) AG0941 AG0941'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0941'MARK NOT FOUND. AG0941 AG0941 STATION RECOVERY (2001) AG0941 AG0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0941'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0943 *********************************************************************** AG0943 DESIGNATION - SKYVIEW RM 1 AG0943 PID - AG0943 AG0943 STATE/COUNTY- FL/PINELLAS AG0943 USGS QUAD - ST PETERSBURG (1987) AG0943 AG0943 *CURRENT SURVEY CONTROL AG0943 ___________________________________________________________________ AG0943* NAD 83(1986)- 27 51 01. (N) 082 42 53. (W) SCALED AG0943* NAVD 88 - 4.059 (meters) 13.32 (feet) ADJUSTED AG0943 ___________________________________________________________________ AG0943 GEOID HEIGHT- -24.40 (meters) GEOID99 AG0943 DYNAMIC HT - 4.053 (meters) 13.30 (feet) COMP AG0943 MODELED GRAV- 979,181.6 (mgal) NAVD 88 AG0943 AG0943 VERT ORDER - SECOND CLASS II AG0943 AG0943.The horizontal coordinates were scaled from a topographic map and have AG0943.an estimated accuracy of +/- 6 seconds. AG0943 AG0943.The orthometric height was determined by differential leveling AG0943.and adjusted by the National Geodetic Survey in June 1991. AG0943 AG0943.The geoid height was determined by GEOID99. AG0943 AG0943.The dynamic height is computed by dividing the NAVD 88 AG0943.geopotential number by the normal gravity value computed on the AG0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0943.degrees latitude (g = 980.6199 gals.). AG0943 AG0943.The modeled gravity was interpolated from observed gravity values. AG0943 AG0943; North East Units Estimated Accuracy AG0943;SPC FL W - 389,820. 129,610. MT (+/- 180 meters Scaled) AG0943 AG0943 SUPERSEDED SURVEY CONTROL AG0943 AG0943 NGVD 29 - 4.322 (m) 14.18 (f) ADJ UNCH 2 2 AG0943 AG0943.Superseded values are not recommended for survey control. AG0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0943.See file dsdata.txt to determine how the superseded data were derived. AG0943 AG0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL311817(NAD 83) AG0943_MARKER: DR = REFERENCE MARK DISK AG0943_SETTING: 30 = SIDEWALK AG0943_STAMPING: SKYVIEW NO. 1 1973 AG0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0943 AG0943 HISTORY - Date Condition Report By AG0943 HISTORY - 1973 MONUMENTED NGS AG0943 HISTORY - 1976 GOOD NGS AG0943 HISTORY - 19991129 POOR USPSQD AG0943 HISTORY - 20010331 POOR NGS AG0943 AG0943 STATION DESCRIPTION AG0943 AG0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0943'IN PINELLAS PARK. AG0943'TO REACH THE STATION FROM THE INTERSECTION OF SR-694 (74TH AVE. N., AG0943'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693, 66TH ST.). RUN EASTERLY ON AG0943'S.R. 694 FOR 0.80 MILES TO THE INTERSECTION OF 60TH ST. TURN LEFT AND AG0943'RUN NORTHERLY ON 60TH ST. FOR 0.80 MILES TO THE INTERSECTION OF 86TH AG0943'AVE. N. TURN RIGHT AND RUN EASTERLY ON 86TH AVE. N. FOR 0.10 MILES. AG0943'STATION ON LEFT, LOCATED ON PROPERTY OF SKYVIEW ELEMENTARY SCHOOL, AG0943'28.4 FT. NORTH OF THE CENTERLINE OF 86TH AVE. N., 79.2 FT. NORTH OF AG0943'THE N.E. CORNER OF A SINGLE STORY CONCRETE BLOCK HOUSE (5890 86TH AVE. AG0943'N.), 81.1 FT. N.E. OF A POWER AND LIGHT POLE (NO NUMBER), 6.5 FT. EAST AG0943'OF THE EXTENDED CENTERLINE OF DRIVEWAY (5890 86TH AVE. N.). SET IN THE AG0943'TOP OF A CONCRETE SIDEWALK. SECTION 20, T 30, R 16. AG0943 AG0943 STATION RECOVERY (1999) AG0943 AG0943'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0943'MARK RECOVERED IN POOR CONDITION. AG0943 AG0943 STATION RECOVERY (2001) AG0943 AG0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0943'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0942 *********************************************************************** AG0942 DESIGNATION - SKYVIEW RM 2 AG0942 PID - AG0942 AG0942 STATE/COUNTY- FL/PINELLAS AG0942 USGS QUAD - ST PETERSBURG (1987) AG0942 AG0942 *CURRENT SURVEY CONTROL AG0942 ___________________________________________________________________ AG0942* NAD 83(1986)- 27 51 01. (N) 082 42 53. (W) SCALED AG0942* NAVD 88 - 4.099 (meters) 13.45 (feet) ADJUSTED AG0942 ___________________________________________________________________ AG0942 GEOID HEIGHT- -24.40 (meters) GEOID99 AG0942 DYNAMIC HT - 4.093 (meters) 13.43 (feet) COMP AG0942 MODELED GRAV- 979,181.6 (mgal) NAVD 88 AG0942 AG0942 VERT ORDER - SECOND CLASS II AG0942 AG0942.The horizontal coordinates were scaled from a topographic map and have AG0942.an estimated accuracy of +/- 6 seconds. AG0942 AG0942.The orthometric height was determined by differential leveling AG0942.and adjusted by the National Geodetic Survey in June 1991. AG0942 AG0942.The geoid height was determined by GEOID99. AG0942 AG0942.The dynamic height is computed by dividing the NAVD 88 AG0942.geopotential number by the normal gravity value computed on the AG0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0942.degrees latitude (g = 980.6199 gals.). AG0942 AG0942.The modeled gravity was interpolated from observed gravity values. AG0942 AG0942; North East Units Estimated Accuracy AG0942;SPC FL W - 389,820. 129,610. MT (+/- 180 meters Scaled) AG0942 AG0942 SUPERSEDED SURVEY CONTROL AG0942 AG0942 NGVD 29 - 4.362 (m) 14.31 (f) ADJ UNCH 2 2 AG0942 AG0942.Superseded values are not recommended for survey control. AG0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0942.See file dsdata.txt to determine how the superseded data were derived. AG0942 AG0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL311817(NAD 83) AG0942_MARKER: DR = REFERENCE MARK DISK AG0942_SETTING: 30 = SIDEWALK AG0942_STAMPING: SKYVIEW NO. 2 1973 AG0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0942 AG0942 HISTORY - Date Condition Report By AG0942 HISTORY - 1973 MONUMENTED NGS AG0942 HISTORY - 1976 GOOD NGS AG0942 HISTORY - 1989 GOOD USPSQD AG0942 HISTORY - 19991129 MARK NOT FOUND USPSQD AG0942 HISTORY - 20010331 MARK NOT FOUND NGS AG0942 AG0942 STATION DESCRIPTION AG0942 AG0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0942'IN PINELLAS PARK. AG0942'TO REACH THE STATION FROM THE INTERSECTION OF SR-694 (74TH AVE. N., AG0942'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693, 66TH ST.). RUN EASTERLY ON AG0942'S.R. 694 FOR 0.80 MILES TO THE INTERSECTION OF 60TH ST. TURN LEFT AND AG0942'RUN NORTHERLY ON 60TH ST. FOR 0.80 MILES TO THE INTERSECTION OF 86TH AG0942'AVE. N. TURN RIGHT AND RUN EASTERLY ON 86TH AVE. N. FOR 0.10 MILES. AG0942'STATION ON LEFT, LOCATED ON PROPERTY OF SKYVIEW ELEMENTARY SCHOOL, AG0942'26.5 FT. NORTH OF THE CENTERLINE OF 86TH AVE. N., 88.2 FT. N.N.W. OF AG0942'THE N.W. CORNER OF A SINGLE STORY CONCRETE BLOCK HOUSE (5900 86TH AG0942'AVE.), 93.5 FT. N.W. OF A POWER AND LIGHT POLE (NO NUMBER), 62.4 FT. AG0942'WEST OF THE EXTENDED CENTERLINE OF DRIVEWAY (5900 86TH AVE. N.) SET IN AG0942'THE TOP OF A CONCRETE SIDEWALK. SECTION 20, T 30, R 16. AG0942 AG0942 STATION RECOVERY (1989) AG0942 AG0942'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW) AG0942'RECOVERED IN GOOD CONDITION. AG0942 AG0942 STATION RECOVERY (1999) AG0942 AG0942'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0942'MARK NOT FOUND. AG0942 AG0942 STATION RECOVERY (2001) AG0942 AG0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0942'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AA4504 *********************************************************************** AA4504 PACS - This is a Primary Airport Control Station. AA4504 DESIGNATION - SPG C AA4504 PID - AA4504 AA4504 STATE/COUNTY- FL/PINELLAS AA4504 USGS QUAD - ST PETERSBURG (1987) AA4504 AA4504 *CURRENT SURVEY CONTROL AA4504 ___________________________________________________________________ AA4504* NAD 83(1999)- 27 46 04.31480(N) 082 37 32.72548(W) ADJUSTED AA4504* NAVD 88 - 1.37 (meters) 4.5 (feet) GPS OBS AA4504 ___________________________________________________________________ AA4504 X - 724,884.955 (meters) COMP AA4504 Y - -5,601,017.726 (meters) COMP AA4504 Z - 2,953,756.588 (meters) COMP AA4504 LAPLACE CORR- -2.01 (seconds) DEFLEC99 AA4504 ELLIP HEIGHT- -23.18 (meters) (05/31/01) GPS OBS AA4504 GEOID HEIGHT- -24.42 (meters) GEOID99 AA4504 AA4504 HORZ ORDER - B AA4504 ELLP ORDER - FIFTH CLASS I AA4504 AA4504.This mark is at Albert Whitted Airport (SPG) AA4504 AA4504.The horizontal coordinates were established by GPS observations AA4504.and adjusted by the National Geodetic Survey in May 2001. AA4504 AA4504.The orthometric height was determined by GPS observations and a AA4504.high-resolution geoid model. AA4504 AA4504.GPS derived orthometric heights for airport stations designated as AA4504.PACS or SACS are published to 2 decimal places. This maintains AA4504.centimeter relative accuracy between the PACS and SACS. It does AA4504.not indicate centimeter accuracy relative to other marks which are AA4504.part of the NAVD 88 network. AA4504 AA4504.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA4504 AA4504.The Laplace correction was computed from DEFLEC99 derived deflections. AA4504 AA4504.The ellipsoidal height was determined by GPS observations AA4504.and is referenced to NAD 83. AA4504 AA4504.The geoid height was determined by GEOID99. AA4504 AA4504; North East Units Scale Converg. AA4504;SPC FL W - 380,642.807 138,320.898 MT 0.99998812 -0 17 29.6 AA4504;UTM 17 - 3,072,547.130 339,797.970 MT 0.99991679 -0 45 27.3 AA4504 AA4504 SUPERSEDED SURVEY CONTROL AA4504 AA4504 NAD 83(1990)- 27 46 04.31321(N) 082 37 32.72508(W) AD( ) B AA4504 ELLIP HT - -23.17 (m) (07/14/97) GP( ) 1 1 AA4504 NAD 83(1990)- 27 46 04.31374(N) 082 37 32.72415(W) AD( ) B AA4504 ELLIP HT - -23.06 (m) (02/22/95) GP( ) 4 2 AA4504 NGVD 29 - 1.7 (m) 6. (f) GPS OBS AA4504 AA4504.Superseded values are not recommended for survey control. AA4504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4504.See file dsdata.txt to determine how the superseded data were derived. AA4504 AA4504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3979872547(NAD 83) AA4504_MARKER: DD = SURVEY DISK AA4504_SETTING: 37 = SEA WALL AA4504_STAMPING: SPG C 1983 AA4504_MARK LOGO: NOS AA4504_MAGNETIC: N = NO MAGNETIC MATERIAL AA4504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA4504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA4504+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003 AA4504 AA4504 HISTORY - Date Condition Report By AA4504 HISTORY - 1983 MONUMENTED NOS AA4504 HISTORY - 19880615 GOOD NGS AA4504 HISTORY - 19930209 GOOD NOS AA4504 HISTORY - 19960212 GOOD NGS AA4504 HISTORY - 19960531 GOOD NGS AA4504 HISTORY - 20030308 GOOD USPSQD AA4504 AA4504 STATION DESCRIPTION AA4504 AA4504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 AA4504'THE STATION IS LOCATED AT THE ST. PETERSBURG/ALBERT WHITTED AIRPORT. AA4504'THE STATION IS LOCATED IN THE NORTHEAST PART OF THE AIRPORT NEAR AA4504'RUNWAY END 18 IT IS 358.0 FT (109.1 M) SOUTHWEST OF THE C/L END OF RWY AA4504'18 50.7 FT (15.5 M) NORTH OF AN ANEMOMETER AND AT THE JUNCTION OF THE AA4504'NORTH-SOUTH PART OF THE SEAWALL AND A NE-SW PART IT IS AN NOS DISK AA4504'STAMPED SPG C 1983 AND SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF AA4504'THE TOP OF THE SEAWALL AT THE JUNCTION. AA4504 AA4504 STATION RECOVERY (1993) AA4504 AA4504'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (ALG) AA4504'THE STATION IS LOCATED IN THE CITY OF ST. PETERSBURG ON THE ALBERT AA4504'WHITTED AIRPORT. THE STATION IS IN THE NORTHEAST PART OF THE AIRPORT AA4504'NEAR RUNWAY END 18. THE STATION IS 358.0 FT (109.1 M) SOUTHWEST OF AA4504'THE CENTERLINE END OF RUNWAY 18, 50.7 FT (15.5 M) NORTH OF AN AA4504'ANEMOMETER, AND AT THE JUNCTION OF A NORTH-SOUTH AND NE-SW SEAWALL. AA4504'THE STATION IS A STANDARD NOS DISK STAMPED --SPG C 1983-- AND IS SET AA4504'IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE TOP OF THE SEAWALL AT AA4504'THE JUNCTION. AA4504 AA4504 STATION RECOVERY (1996) AA4504 AA4504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL) AA4504'THE STATION IS LOCATED IN THE CITY OF ST PETERSBURG, ON THE SOUTH END AA4504'OF THE PENINSULA, AT THE ALBERT WHITTED AIRPORT, IN THE NORTHEAST AA4504'SECTION OF THE AIRPORT, NEAR THE END OF RUNWAY 18, IN THE TOP OF A AA4504'NORTH-SOUTH SEA WALL AT ITS JUNCTION WITH A NORTHEAST-SOUTHWEST SEA AA4504'WALL. OWNERSHIP--CITY OF ST. PETERSBURG, 107 EIGHTH AVENUE SE, ST AA4504'PETERSBURG FLORIDA 33701. PHONE 813-893-7314. CONTACT AIRPORT AA4504'MANAGER ROBERT WATKINS, FOR ACCESS TO CONTROLLED AIRFIELD. PHONE AA4504'813-822-7654, FAX -4767. TO REACH THE AIRPORT OFFICE FROM THE AA4504'INTERSECTION OF BAYSHORE DRIVE AND 2ND AVENUE NE GO SOUTH ON BAYSHORE AA4504'DRIVE 0.8 MI (1.3 KM) TO 1ST STREET SOUTH. TURN LEFT AND GO SOUTH ON AA4504'FIRST STREET 0.2 MI (0.3 KM) TO PAVED ROAD LEFT. TURN LEFT AND GO AA4504'EAST ON NATIONAL AIRLINES SE STREET 0.1 MI (0.2 KM) TO THE AIRPORT AA4504'PARKING LOT AND OFFICE BUILDING ON LEFT. LOCATED 60.5 M (198.5 FT) AA4504'SOUTHWEST FROM THE NORTHWEST CORNER OF TAXIWAY B, 37.7 M (123.7 FT) AA4504'WEST FROM THE CENTERLINE OF TAXI B, 16.1 M (52.8 FT) NORTH-NORTHEAST AA4504'FROM AN ANEMOMETER, AND AT THE JUNCTION OF TWO SEA WALLS. THIS AA4504'STATION IS A PRIMARY AIRPORT CONTROL STATION PACS. AA4504 AA4504 STATION RECOVERY (1996) AA4504 AA4504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (MLB) AA4504'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES. AIRPORT MANAGER AA4504'PHONE IS (813) 893-7654. AA4504 AA4504 STATION RECOVERY (2003) AA4504 AA4504'RECOVERY NOTE BY US POWER SQUADRON 2003 (JA) AA4504'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5290 *********************************************************************** AG5290 SACS - This is a Secondary Airport Control Station. AG5290 DESIGNATION - SPH 5 AG5290 PID - AG5290 AG5290 STATE/COUNTY- FL/PINELLAS AG5290 USGS QUAD - PORT TAMPA (1983) AG5290 AG5290 *CURRENT SURVEY CONTROL AG5290 ___________________________________________________________________ AG5290* NAD 83(1999)- 27 45 37.26033(N) 082 37 26.45138(W) ADJUSTED AG5290* NAVD 88 - 1.209 (meters) 3.97 (feet) ADJUSTED AG5290 ___________________________________________________________________ AG5290 X - 725,105.115 (meters) COMP AG5290 Y - -5,601,380.299 (meters) COMP AG5290 Z - 2,953,019.618 (meters) COMP AG5290 LAPLACE CORR- -2.01 (seconds) DEFLEC99 AG5290 ELLIP HEIGHT- -23.30 (meters) (02/11/02) GPS OBS AG5290 GEOID HEIGHT- -24.42 (meters) GEOID99 AG5290 DYNAMIC HT - 1.207 (meters) 3.96 (feet) COMP AG5290 MODELED GRAV- 979,172.4 (mgal) NAVD 88 AG5290 AG5290 HORZ ORDER - FIRST AG5290 VERT ORDER - FIRST CLASS I AG5290 ELLP ORDER - FOURTH CLASS II AG5290 AG5290.This mark is at Albert Whitted Airport (SPG) AG5290 AG5290.The horizontal coordinates were established by GPS observations AG5290.and adjusted by the National Geodetic Survey in February 2002. AG5290 AG5290.The orthometric height was determined by differential leveling AG5290.and adjusted by the National Geodetic Survey in June 1991. AG5290 AG5290.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG5290 AG5290.The Laplace correction was computed from DEFLEC99 derived deflections. AG5290 AG5290.The ellipsoidal height was determined by GPS observations AG5290.and is referenced to NAD 83. AG5290 AG5290.The geoid height was determined by GEOID99. AG5290 AG5290.The dynamic height is computed by dividing the NAVD 88 AG5290.geopotential number by the normal gravity value computed on the AG5290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5290.degrees latitude (g = 980.6199 gals.). AG5290 AG5290.The modeled gravity was interpolated from observed gravity values. AG5290 AG5290; North East Units Scale Converg. AG5290;SPC FL W - 379,809.161 138,488.460 MT 0.99998786 -0 17 26.4 AG5290;UTM 17 - 3,071,712.208 339,958.735 MT 0.99991615 -0 45 23.7 AG5290 AG5290 SUPERSEDED SURVEY CONTROL AG5290 AG5290 NAD 83(1990)- 27 45 37.25874(N) 082 37 26.45099(W) AD( ) 1 AG5290 ELLIP HT - -23.29 (m) (04/15/98) GP( ) 4 2 AG5290 NGVD 29 - 1.478 (m) 4.85 (f) ADJ UNCH 1 1 AG5290 AG5290.Superseded values are not recommended for survey control. AG5290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5290.See file dsdata.txt to determine how the superseded data were derived. AG5290 AG5290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3995971712(NAD 83) AG5290_MARKER: DD = SURVEY DISK AG5290_SETTING: 37 = SEA WALL AG5290_STAMPING: SPH 5 1963 JACKSONVILLE AG5290_MARK LOGO: USE AG5290_MAGNETIC: N = NO MAGNETIC MATERIAL AG5290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG5290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG5290+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1996 AG5290 AG5290 HISTORY - Date Condition Report By AG5290 HISTORY - 1963 MONUMENTED USE AG5290 HISTORY - 1966 GOOD NGS AG5290 HISTORY - 1973 GOOD LOCENG AG5290 HISTORY - 19960210 GOOD NGS AG5290 HISTORY - 19970310 GOOD USPSQD AG5290 HISTORY - 20030316 GOOD USPSQD AG5290 AG5290 STATION DESCRIPTION AG5290 AG5290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 AG5290'AT ST PETERSBURG. AG5290'AT ST. PETERSBURG, AT THE U.S. COAST GUARD SECTION OF THE ALBERT AG5290'WHITTED MUNICIPAL AIRPORT, ABOUT 91 YARDS EAST OF THE EXTENDED AG5290'CENTER LINE OF THE NORTH-SOUTH RUNWAY, AT THE JUNCTION OF AG5290'EAST-WEST AND NORTH-SOUTH SEA WALL, 2.3 FEET NORTH OF THE SOUTH AG5290'FACE OF THE EAST-WEST SEA WALL, ABOUT LEVEL WITH THE GROUND AND AG5290'SET IN THE TOP OF THE SEA WALL. AG5290 AG5290 STATION RECOVERY (1973) AG5290 AG5290'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 AG5290'RECOVERED IN GOOD CONDITION. AG5290 AG5290 STATION RECOVERY (1996) AG5290 AG5290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL) AG5290'THE STATION IS LOCATED IN THE CITY OF ST. PETERSBURG, ON THE SOUTH AG5290'END OF THE PENENSULA, AT THE ALBERT WHITTED AIRPORT, IN THE SOUTHEAST AG5290'SECTION OF THE AIRPORT, NEAR THE END OF RUNWAY 36, IN THE TOP OF SEA AG5290'WALL. OWNERSHIP--CITY OF ST. PETERSBURG, 107 EIGHT AVENUE SE, ST AG5290'PETERSBURG, FLORIDA 33701. CONTACT AIRPORT MANAGER FOR ACCESS IN AG5290'ADVANCE. MANAGER ROBERT G. WATKINS, PHONE 813-893-7654. TO REACH AG5290'FROM THE JUNCTION OF BAYSHORE DRIVE AND 2ND AVENUE NORTHEAST IN AG5290'DOWNTOWN ST. PETERSBURG, GO SOUTH ON BAYSHORE 0.8 MI (1.3 KM) TO 1ST AG5290'STREET SOUTH. TURN LEFT AND GO SOUTH ON 1ST STREET 0.2 MI (0.3 KM) TO AG5290'PAVED ROAD LEFT. TURN LEFT AND GO EAST ON NATIONAL AIRLINES SE STREET AG5290'FOR 0.1 MI (0.2 KM) TO AIRPORT PARKING ON THE LEFT AND THE AIRPORT AG5290'OFFICE UPSTAIRS ON SECOND FLOOR OF BUILDING. LOCATED APPROXIMATELY AG5290'83.0 M (272.3 FT) EAST FROM THE EXTENDED CENTERLINE OF THE NORTH-SOUTH AG5290'RUNWAY (18-36) , 67.8 M (222.4 FT) SOUTHEAST FROM THE SOUTHEAST CORNER AG5290'OF RUNWAYEND 36. THIS STATION IS A SECONDARY AIRPORT CONTROL STATION AG5290'(SACS) . AG5290 AG5290 STATION RECOVERY (1997) AG5290 AG5290'RECOVERY NOTE BY US POWER SQUADRON 1997 AG5290'RECOVERED IN GOOD CONDITION. AG5290 AG5290 STATION RECOVERY (2003) AG5290 AG5290'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF) AG5290'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG2176 *********************************************************************** AG2176 DESIGNATION - ST PETERSBURG 13TH AVE MUN TK AG2176 PID - AG2176 AG2176 STATE/COUNTY- FL/PINELLAS AG2176 USGS QUAD - ST PETERSBURG (1987) AG2176 AG2176 *CURRENT SURVEY CONTROL AG2176 ___________________________________________________________________ AG2176* NAD 83(1990)- 27 47 06.18104(N) 082 38 25.62088(W) ADJUSTED AG2176* NAVD 88 - AG2176 ___________________________________________________________________ AG2176 LAPLACE CORR- -2.00 (seconds) DEFLEC99 AG2176 GEOID HEIGHT- -24.42 (meters) GEOID99 AG2176 AG2176 HORZ ORDER - THIRD AG2176 AG2176.The horizontal coordinates were established by classical geodetic methods AG2176.and adjusted by the National Geodetic Survey in May 1991. AG2176 AG2176 AG2176.The Laplace correction was computed from DEFLEC99 derived deflections. AG2176 AG2176.The geoid height was determined by GEOID99. AG2176 AG2176; North East Units Scale Converg. AG2176;SPC FL W - 382,554.597 136,882.521 MT 0.99999033 -0 17 54.8 AG2176;UTM 17 - 3,074,470.425 338,375.294 MT 0.99992244 -0 45 53.5 AG2176 AG2176 SUPERSEDED SURVEY CONTROL AG2176 AG2176 NAD 83(1986)- 27 47 06.18613(N) 082 38 25.63333(W) AD( ) 4 AG2176 NAD 27 - 27 47 05.09068(N) 082 38 26.27978(W) AD( ) 3 AG2176 AG2176.Superseded values are not recommended for survey control. AG2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2176.See file dsdata.txt to determine how the superseded data were derived. AG2176 AG2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3837574470(NAD 83) AG2176_MARKER: 53 = ELEVATED TANK AG2176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG2176+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2003 AG2176 AG2176 HISTORY - Date Condition Report By AG2176 HISTORY - 1934 FIRST OBSERVED CGS AG2176 HISTORY - 1941 GOOD CGS AG2176 HISTORY - 1959 GOOD CGS AG2176 HISTORY - 1966 GOOD CGS AG2176 HISTORY - 1972 GOOD NGS AG2176 HISTORY - 1976 GOOD NGS AG2176 HISTORY - 20030226 GOOD USPSQD AG2176 AG2176 STATION DESCRIPTION AG2176 AG2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KGC) AG2176'STATION IS LOCATED AT THE CORNER OF THIRTEENTH AVENUE N AND AG2176'FIFTH STREET N. IT IS THE CENTER OF THE TOP OF A LARGE STEEL AG2176'TANK, ELEVATED ON AN EIGHT-LEGGED STEEL TOWER WITH A 5-FOOT AG2176'DIAMETER PIPE FROM TANK TO GROUND WHICH HAS A SPIRAL STAIRWAY AG2176'AROUND IT. THE WHOLE STRUCTURE IS 140 FEET TALL, PAINTED AG2176'ALUMINUM, UNLIGHTED, WITH CONCRETE FOUNDATION FOOTINGS 26 FEET AG2176'APART AND 34 FEET FROM CENTER OF CENTER PIPE. AG2176 AG2176 STATION RECOVERY (1959) AG2176 AG2176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW) AG2176'THIS STATION WAS RECOVERED IN APRIL 1959. IT IS LOCATED AT AG2176'ST. PETERSBURG, AT THE JUNCTION OF THIRTEENTH AVENUE NORTH AG2176'AND FIFTH STREET NORTH, THE CENTER OF THE TOP OF A LARGE AG2176'SILVER-COLORED STEEL WATER TANK. AG2176 AG2176 STATION RECOVERY (1966) AG2176 AG2176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ETO) AG2176'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY AG2176'K.G.C. IN 1941 WITH THE FOLLOWING EXCEPTION--THE COLOR OF THE AG2176'TANK IS NOW A LIGHT GREEN. AG2176 AG2176 STATION RECOVERY (1972) AG2176 AG2176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCL) AG2176'(FORMERLY NAMED ST. PETERSBURG, MUNICIPAL TANK) AG2176' AG2176'THE STATION IS THE APEX OF VENT ATOP AND CENTER OF A WATER TANK AG2176'OWNED BY THE CITY OF ST. PETERSBURG. THE TANK HAS A CYLINDRICAL AG2176'BODY WITH AN OVERLAPPING DOME SHAPED TOP AND HEMISPHERICAL AG2176'BOTTOM, SUPPORTED BY 8 I-BEAM LEGS. THE CENTER STANDPIPE HAS AG2176'A SPIRAL STAIRWAY AROUND IT. AG2176' AG2176'THE TANK IS LOCATED IN ST. PETERSBURG AT THE INTERSECTION OF AG2176'13TH AVENUE AND 5TH STREET N, AT THE SOUTHEAST CORNER OF AG2176'HUGGINS-STENGEL BASEBALL FIELD. IT IS 132 FEET WEST OF THE AG2176'CENTER LINE OF 5TH STREET N. AG2176 AG2176 STATION RECOVERY (1976) AG2176 AG2176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JWB) AG2176'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. AG2176' AG2176'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AG2176'IN ST. PETERSBURG. AG2176 AG2176 STATION RECOVERY (2003) AG2176 AG2176'RECOVERY NOTE BY US POWER SQUADRON 2003 (SIT) AG2176'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1976 WITH AG2176'THE FOLLOWING EXCEPTION- AG2176'THE COLOR OF THE TANK IS NOW BLUE WITH MARINESCAPE DESIGN. CENTER AG2176'STANDPIPE PAINTED LIGHT BLUE. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0948 *********************************************************************** AG0948 DESIGNATION - ST PETERSBURG NW BASE F AG0948 PID - AG0948 AG0948 STATE/COUNTY- FL/PINELLAS AG0948 USGS QUAD - CLEARWATER (1987) AG0948 AG0948 *CURRENT SURVEY CONTROL AG0948 ___________________________________________________________________ AG0948* NAD 83(1990)- 27 52 48.10332(N) 082 45 44.52287(W) ADJUSTED AG0948* NAVD 88 - 5.206 (meters) 17.08 (feet) ADJUSTED AG0948 ___________________________________________________________________ AG0948 LAPLACE CORR- -1.58 (seconds) DEFLEC99 AG0948 GEOID HEIGHT- -24.39 (meters) GEOID99 AG0948 DYNAMIC HT - 5.198 (meters) 17.05 (feet) COMP AG0948 MODELED GRAV- 979,184.2 (mgal) NAVD 88 AG0948 AG0948 HORZ ORDER - SECOND AG0948 VERT ORDER - SECOND CLASS II AG0948 AG0948.The horizontal coordinates were established by classical geodetic methods AG0948.and adjusted by the National Geodetic Survey in May 1991. AG0948 AG0948.The orthometric height was determined by differential leveling AG0948.and adjusted by the National Geodetic Survey in June 1991. AG0948 AG0948.The Laplace correction was computed from DEFLEC99 derived deflections. AG0948 AG0948.The geoid height was determined by GEOID99. AG0948 AG0948.The dynamic height is computed by dividing the NAVD 88 AG0948.geopotential number by the normal gravity value computed on the AG0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0948.degrees latitude (g = 980.6199 gals.). AG0948 AG0948.The modeled gravity was interpolated from observed gravity values. AG0948 AG0948; North East Units Scale Converg. AG0948;SPC FL W - 393,148.278 124,932.386 MT 1.00001070 -0 21 23.5 AG0948;UTM 17 - 3,085,160.596 326,512.548 MT 0.99997150 -0 49 27.6 AG0948 AG0948: Primary Azimuth Mark Grid Az AG0948:SPC FL W - ST PETERSBURG NW BASE G 001 44 36.9 AG0948:UTM 17 - ST PETERSBURG NW BASE G 002 12 41.0 AG0948 AG0948|---------------------------------------------------------------------| AG0948| PID Reference Object Distance Geod. Az | AG0948| dddmmss.s | AG0948| AG0957 ST PETERSBURG NW BASE G APPROX. 0.8 KM 0012313.4 | AG0948|---------------------------------------------------------------------| AG0948 AG0948 SUPERSEDED SURVEY CONTROL AG0948 AG0948 NAD 83(1986)- 27 52 48.10961(N) 082 45 44.53493(W) AD( ) 2 AG0948 NAD 27 - 27 52 47.02604(N) 082 45 45.16990(W) AD( ) 2 AG0948 NGVD 29 - 5.470 (m) 17.95 (f) ADJ UNCH 2 2 AG0948 AG0948.Superseded values are not recommended for survey control. AG0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0948.See file dsdata.txt to determine how the superseded data were derived. AG0948 AG0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2651385161(NAD 83) AG0948_MARKER: DD = SURVEY DISK AG0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0948_STAMPING: ST. PET. N.W. BASE F AG0948_MARK LOGO: FL-103 AG0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0948+STABILITY: SURFACE MOTION AG0948 AG0948 HISTORY - Date Condition Report By AG0948 HISTORY - 1976 MONUMENTED FL-103 AG0948 HISTORY - 1976 GOOD NGS AG0948 HISTORY - 1984 GOOD USPSQD AG0948 HISTORY - 19910202 GOOD USPSQD AG0948 HISTORY - 19991129 GOOD USPSQD AG0948 HISTORY - 20010331 GOOD NGS AG0948 AG0948 STATION DESCRIPTION AG0948 AG0948'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0948'THE STATION IS LOCATED 1.0 MILE EAST OF THE CITY OF SEMINOLE, AG0948'1.5 MILE SOUTHEAST OF LARGO, .60 MILE EAST OF LAKE SEMINOLE, IN AG0948'SECTION 11, TOWNSHIP 30 SOUTH, RANGE 15 EAST. AG0948' AG0948'TO REACH FROM THE JUNCTION OF U.S. ALTERNATE HIGHWAY 19 (SEMINOLE AG0948'ROAD) AND STATE ROUTE 688 (ULMERTON ROAD), GO EAST ON ULMERTON AG0948'ROAD FOR 1.5 MILE TO THE INTERSECTION OF STARKEY ROAD. TURN RIGHT AG0948'ON STARKEY ROAD AND GO SOUTH FOR 1.0 MILE TO THE INTERSECTION OF AG0948'118TH AVENUE NORTH (WALSINGHAM ROAD) ON THE RIGHT. STATION IS IN AG0948'THE CENTERLINE MEDIAN AS DESCRIBED. AG0948' AG0948'BRONZE DISK STAMPED ST. PETERSBURG NW BASE F SET IN TOP OF A AG0948'12-INCH DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE AG0948'TOP OF THE GROUND. AG0948' AG0948'IT IS 18.4 FEET WEST OF CENTER OF THE NORTHBOUND LANES OF STARKEY AG0948'ROAD, 56.4 FEET NORTH OF THE SOUTHEND OF THE MEDIAN, AND 20.4 AG0948'FEET EAST OF THE CENTER OF THE SOUTHBOUND LANES OF STARKEY ROAD. AG0948' AG0948'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0948 AG0948 STATION RECOVERY (1976) AG0948 AG0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0948'IN SEMINOLE. AG0948'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 19 (S.R. AG0948'55) AND S.R. 60 (GULF TO BAY BLVD.). RUN WESTERLY ON S.R. 60 FOR 2.05 AG0948'TO THE INTERSECTION OF KEENE RD. TURN LEFT AND RUN SOUTHERLY ON KEENE AG0948'RD. FOR 5.70 MILES. STATION ON LEFT, IN THE MEDIAN STRIP, 1.4 FT. AG0948'EAST OF THE CENTERLINE OF STARKEY RD., 86.4 FT. NORTH OF THE EXTENDED AG0948'CENTERLINE OF WALSINGHAM RD., 113.4 FT. N.W. OF A POWER POLE (NUMBER AG0948'1-81437), 111.6 FT. WEST OF THE S.W. CORNER OF A ONE-STORY ALUMINUM AG0948'SHEET BUILDING (11900, STARKEY RD. AUTO PARTS), 58.6 FT. EAST OF A AG0948'3-FT. DIAMETER STEEL POWER POLE (NUMBER 272 A3), 54.4 FT. NORTH OF THE AG0948'SOUTH END OF GRASS MEDIAN STRIP. SET IN THE TOP OF A CONCRETE POST AG0948'THAT IS FLUSH WITH THE GROUND. SECTION 12, T 30, R 15. AG0948 AG0948 STATION RECOVERY (1984) AG0948 AG0948'RECOVERY NOTE BY US POWER SQUADRON 1984 AG0948'RECOVERED IN GOOD CONDITION. AG0948 AG0948 STATION RECOVERY (1991) AG0948 AG0948'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG0948'RECOVERED IN GOOD CONDITION. AG0948 AG0948 STATION RECOVERY (1999) AG0948 AG0948'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0948'RECOVERED IN GOOD CONDITION. AG0948 AG0948 STATION RECOVERY (2001) AG0948 AG0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0948'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0949 *********************************************************************** AG0949 DESIGNATION - ST PETERSBURG NW BASE A AG0949 PID - AG0949 AG0949 STATE/COUNTY- FL/PINELLAS AG0949 USGS QUAD - SEMINOLE (1995) AG0949 AG0949 *CURRENT SURVEY CONTROL AG0949 ___________________________________________________________________ AG0949* NAD 83(1990)- 27 52 19.87513(N) 082 45 43.94817(W) ADJUSTED AG0949* NAVD 88 - 4.111 (meters) 13.49 (feet) ADJUSTED AG0949 ___________________________________________________________________ AG0949 LAPLACE CORR- -1.58 (seconds) DEFLEC99 AG0949 GEOID HEIGHT- -24.37 (meters) GEOID99 AG0949 DYNAMIC HT - 4.105 (meters) 13.47 (feet) COMP AG0949 MODELED GRAV- 979,183.7 (mgal) NAVD 88 AG0949 AG0949 HORZ ORDER - SECOND AG0949 VERT ORDER - SECOND CLASS II AG0949 AG0949.The horizontal coordinates were established by classical geodetic methods AG0949.and adjusted by the National Geodetic Survey in May 1991. AG0949 AG0949.The orthometric height was determined by differential leveling AG0949.and adjusted by the National Geodetic Survey in June 1991. AG0949 AG0949.The Laplace correction was computed from DEFLEC99 derived deflections. AG0949 AG0949.The geoid height was determined by GEOID99. AG0949 AG0949.The dynamic height is computed by dividing the NAVD 88 AG0949.geopotential number by the normal gravity value computed on the AG0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0949.degrees latitude (g = 980.6199 gals.). AG0949 AG0949.The modeled gravity was interpolated from observed gravity values. AG0949 AG0949; North East Units Scale Converg. AG0949;SPC FL W - 392,279.250 124,942.701 MT 1.00001069 -0 21 22.9 AG0949;UTM 17 - 3,084,291.546 326,515.767 MT 0.99997149 -0 49 26.5 AG0949 AG0949: Primary Azimuth Mark Grid Az AG0949:SPC FL W - STARKEY O 182 42 25.3 AG0949:UTM 17 - STARKEY O 183 10 28.9 AG0949 AG0949|---------------------------------------------------------------------| AG0949| PID Reference Object Distance Geod. Az | AG0949| dddmmss.s | AG0949| AG0973 STARKEY O APPROX. 0.8 KM 1822102.4 | AG0949|---------------------------------------------------------------------| AG0949 AG0949 SUPERSEDED SURVEY CONTROL AG0949 AG0949 NAD 83(1986)- 27 52 19.88142(N) 082 45 43.96028(W) AD( ) 2 AG0949 NAD 27 - 27 52 18.79690(N) 082 45 44.59551(W) AD( ) 2 AG0949 NGVD 29 - 4.375 (m) 14.35 (f) ADJ UNCH 2 2 AG0949 AG0949.Superseded values are not recommended for survey control. AG0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0949.See file dsdata.txt to determine how the superseded data were derived. AG0949 AG0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2651684292(NAD 83) AG0949_MARKER: DD = SURVEY DISK AG0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0949_STAMPING: ST PETE NW BASE A AG0949_MARK LOGO: FL-103 AG0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0949+STABILITY: SURFACE MOTION AG0949 AG0949 HISTORY - Date Condition Report By AG0949 HISTORY - UNK MONUMENTED FL-103 AG0949 HISTORY - 1976 GOOD NGS AG0949 HISTORY - 19991129 MARK NOT FOUND USPSQD AG0949 HISTORY - 20010331 MARK NOT FOUND NGS AG0949 AG0949 STATION DESCRIPTION AG0949 AG0949'DESCRIBED BY PINELLAS COUNTY FLORIDA UNK AG0949'SEE STATION ST PETERSBURG NW BASE C AG0949 AG0949 STATION RECOVERY (1976) AG0949 AG0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0949'1.5 MI S FROM LARGO. AG0949'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A AG0949'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.). RUN NORTHERLY ON U.S. ALT. AG0949'HWY. 19A FOR 2.25 MILES TO BRYAN DAIRY RD. (110TH AVE.). TURN LEFT ON AG0949'BRYAN DAIRY RD. AND RUN WESTERLY FOR 2.05 MILES TO STARKEY ROAD. AG0949'STATION ON LEFT, IN THE S.E. CORNER, 19.0 FT. SOUTH OF THE CENTERLINE AG0949'OF BRYAN DAIRY RD., 41.0 FT. EAST OF THE CENTERLINE OF STARKEY RD., AG0949'73.9 FT. S.S.W. OF POWER POLE (NO NUMBER), 32.0 FT. N.E. OF POWER POLE AG0949'(NUMBER 2-26275), 4.6 FT. S.E. OF BACK OF CURB. SET IN CONCRETE POST AG0949'THAT IS IN THE TRAFFIC ISLAND. SECTION 13, T 30, R 15. AG0949 AG0949 STATION RECOVERY (1999) AG0949 AG0949'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0949'MARK NOT FOUND. AG0949 AG0949 STATION RECOVERY (2001) AG0949 AG0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0949'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0958 *********************************************************************** AG0958 DESIGNATION - ST PETERSBURG NW BASE E AG0958 PID - AG0958 AG0958 STATE/COUNTY- FL/PINELLAS AG0958 USGS QUAD - ST PETERSBURG (1987) AG0958 AG0958 *CURRENT SURVEY CONTROL AG0958 ___________________________________________________________________ AG0958* NAD 83(1986)- 27 52 19. (N) 082 43 59. (W) SCALED AG0958* NAVD 88 - 4.733 (meters) 15.53 (feet) ADJUSTED AG0958 ___________________________________________________________________ AG0958 GEOID HEIGHT- -24.41 (meters) GEOID99 AG0958 DYNAMIC HT - 4.726 (meters) 15.51 (feet) COMP AG0958 MODELED GRAV- 979,183.2 (mgal) NAVD 88 AG0958 AG0958 VERT ORDER - SECOND CLASS II AG0958 AG0958.The horizontal coordinates were scaled from a topographic map and have AG0958.an estimated accuracy of +/- 6 seconds. AG0958 AG0958.The orthometric height was determined by differential leveling AG0958.and adjusted by the National Geodetic Survey in June 1991. AG0958 AG0958.The geoid height was determined by GEOID99. AG0958 AG0958.The dynamic height is computed by dividing the NAVD 88 AG0958.geopotential number by the normal gravity value computed on the AG0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0958.degrees latitude (g = 980.6199 gals.). AG0958 AG0958.The modeled gravity was interpolated from observed gravity values. AG0958 AG0958; North East Units Estimated Accuracy AG0958;SPC FL W - 392,240. 127,810. MT (+/- 180 meters Scaled) AG0958 AG0958 SUPERSEDED SURVEY CONTROL AG0958 AG0958 NGVD 29 - 4.997 (m) 16.39 (f) ADJ UNCH 2 2 AG0958 AG0958.Superseded values are not recommended for survey control. AG0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0958.See file dsdata.txt to determine how the superseded data were derived. AG0958 AG0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL293842(NAD 83) AG0958_MARKER: DD = SURVEY DISK AG0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0958_STAMPING: ST PETERSBURG NW BASE E AG0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0958+STABILITY: SURFACE MOTION AG0958 AG0958 HISTORY - Date Condition Report By AG0958 HISTORY - UNK MONUMENTED FL-103 AG0958 HISTORY - 1976 GOOD NGS AG0958 HISTORY - 19991129 MARK NOT FOUND USPSQD AG0958 HISTORY - 20010331 MARK NOT FOUND NGS AG0958 AG0958 STATION DESCRIPTION AG0958 AG0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0958'1.0 MI S FROM LARGO. AG0958'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A AG0958'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.). RUN NORTHERLY ON U.S. ALT. AG0958'HWY. 19A FOR 2.25 MILES TO BRYAN DAIRY RD. (110TH AVE.). TURN LEFT ON AG0958'BRYAN DAIRY RD. AND RUN WESTERLY FOR 0.20 MILE TO CANAL ST. STATION ON AG0958'THE LEFT, IN THE S.W. CORNER, 40.7 FT. SOUTH OF THE CENTERLINE OF AG0958'BRYAN DAIRY RD., 26.8 FT. WEST OF THE CENTERLINE OF CANAL ST., 36.0 AG0958'FT. N.N.E. OF A 12 INCH PINE, 14.6 FT. WEST OF BACK OF CURB, 4.3 FT. AG0958'N.E. OF WOOD POWER POLE (NUMBER 1-A29050R). SET IN THE TOP OF A AG0958'CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 18, T 30, R 16. AG0958 AG0958 STATION RECOVERY (1999) AG0958 AG0958'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0958'MARK NOT FOUND. AG0958 AG0958 STATION RECOVERY (2001) AG0958 AG0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0958'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0960 *********************************************************************** AG0960 DESIGNATION - ST PETERSBURG NW BASE C AG0960 PID - AG0960 AG0960 STATE/COUNTY- FL/PINELLAS AG0960 USGS QUAD - SEMINOLE (1995) AG0960 AG0960 *CURRENT SURVEY CONTROL AG0960 ___________________________________________________________________ AG0960* NAD 83(1990)- 27 52 19.61305(N) 082 45 00.09122(W) ADJUSTED AG0960* NAVD 88 - 5.171 (meters) 16.97 (feet) ADJUSTED AG0960 ___________________________________________________________________ AG0960 LAPLACE CORR- -1.59 (seconds) DEFLEC99 AG0960 GEOID HEIGHT- -24.39 (meters) GEOID99 AG0960 DYNAMIC HT - 5.164 (meters) 16.94 (feet) COMP AG0960 MODELED GRAV- 979,183.5 (mgal) NAVD 88 AG0960 AG0960 HORZ ORDER - SECOND AG0960 VERT ORDER - SECOND CLASS II AG0960 AG0960.The horizontal coordinates were established by classical geodetic methods AG0960.and adjusted by the National Geodetic Survey in May 1991. AG0960 AG0960.The orthometric height was determined by differential leveling AG0960.and adjusted by the National Geodetic Survey in June 1991. AG0960 AG0960.The Laplace correction was computed from DEFLEC99 derived deflections. AG0960 AG0960.The geoid height was determined by GEOID99. AG0960 AG0960.The dynamic height is computed by dividing the NAVD 88 AG0960.geopotential number by the normal gravity value computed on the AG0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0960.degrees latitude (g = 980.6199 gals.). AG0960 AG0960.The modeled gravity was interpolated from observed gravity values. AG0960 AG0960; North East Units Scale Converg. AG0960;SPC FL W - 392,263.781 126,142.343 MT 1.00000848 -0 21 02.3 AG0960;UTM 17 - 3,084,266.286 327,715.195 MT 0.99996637 -0 49 06.0 AG0960 AG0960: Primary Azimuth Mark Grid Az AG0960:SPC FL W - ST PETERSBURG NW BASE A 270 44 19.6 AG0960:UTM 17 - ST PETERSBURG NW BASE A 271 12 23.3 AG0960 AG0960|---------------------------------------------------------------------| AG0960| PID Reference Object Distance Geod. Az | AG0960| dddmmss.s | AG0960| AG2800 ST PETERSBURG NWB C PT A 9.790 METERS 00456 | AG0960| AG0949 ST PETERSBURG NW BASE A APPROX. 1.2 KM 2702317.3 | AG0960| AG2622 LARGO RAD STA WSST W MAST APPROX. 5.0 KM 3220219.7 | AG0960| AG2631 LARGO RAD STA WSST E MAST APPROX. 5.0 KM 3235836.5 | AG0960|---------------------------------------------------------------------| AG0960 AG0960 SUPERSEDED SURVEY CONTROL AG0960 AG0960 NAD 83(1986)- 27 52 19.61929(N) 082 45 00.10331(W) AD( ) 2 AG0960 NAD 27 - 27 52 18.53442(N) 082 45 00.73931(W) AD( ) 2 AG0960 NGVD 29 - 5.435 (m) 17.83 (f) ADJ UNCH 2 2 AG0960 AG0960.Superseded values are not recommended for survey control. AG0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0960.See file dsdata.txt to determine how the superseded data were derived. AG0960 AG0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2771584266(NAD 83) AG0960_MARKER: DD = SURVEY DISK AG0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0960_STAMPING: ST PETE NW BASE C AG0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0960+STABILITY: SURFACE MOTION AG0960 AG0960 HISTORY - Date Condition Report By AG0960 HISTORY - 1973 MONUMENTED FL-103 AG0960 HISTORY - 1976 GOOD NGS AG0960 HISTORY - 19991129 GOOD USPSQD AG0960 HISTORY - 20000104 GOOD USPSQD AG0960 HISTORY - 20010331 GOOD NGS AG0960 AG0960 STATION DESCRIPTION AG0960 AG0960'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG0960'LOCATED ABOUT 3 MILES SOUTHEAST OF LARGO AND ABOUT 1 MILE AG0960'NORTHWEST OF PINELLAS PARK. AG0960' AG0960'TO REACH FROM THE JUNCTION OF U.S. ALTERNATE HIGHWAY 19 AG0960'(SEMINOLE ROAD) AND STATE ROUTE 688 (ULMERTON ROAD), ABOUT A AG0960'MILE SOUTH OF LARGO, GO EAST ON STATE ROUTE 688 FOR 1.5 MILES AG0960'TO THE JUNCTION OF STARKEY ROAD. TURN RIGHT AND GO SOUTH ON AG0960'STARKEY ROAD FOR 1.5 MILES TO BRYAN DAIRY ROAD ON THE AG0960'LEFT. TURN LEFT AND GO EAST ON BRYAN DAIRY ROAD FOR 0.7 MILE AG0960'TO STATION ON THE RIGHT, JUST WEST OF THE SEABOARD COAST LINE AG0960'RAILROAD TRACK AS DESCRIBED. AG0960' AG0960'BRONZE DISK STAMPED ST. PETERSBURG NW BASE-C SET IN THE TOP OF AG0960'A 12 INCH DIAMETER ROUND CONCRETE MONUMENT THAT IS 3 INCHES AG0960'ABOVE THE GROUND. THE UNDERGROUND DISK IS SET IN AN IRREGULAR AG0960'MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE. AG0960' AG0960'IT IS ABOUT 91 FEET EAST OF A CORNER OF A CHAIN LINK FENCE 55 AG0960'FEET SOUTH OF THE CENTER OF BRYAN DAIRY ROAD PAVEMENT, 37.3 AG0960'FEET SOUTHWEST OF A RAILROAD SIGNAL LIGHT, 28 FEET WEST OF A AG0960'TELEGRAPH POLE, 45 FEET SOUTHWEST OF THE CENTER OF THE RAILROAD AG0960'TRACK, AND 16.5 FEET SOUTHEAST OF TELEPHONE POLE NUMBER A-54076R. AG0960' AG0960'ST. PETERSBURG NW BASE-A, USED AS AN AZIMUTH MARK, IS LOCATED AG0960'AT THE INTERSECTION OF STARKEY ROAD AND BRYAN DAIRY ROAD IN A AG0960'TRAFFIC ISLAND AS DESCRIBED. AG0960' AG0960'BRONZE DISK STAMPED ST. PETERSBURG NW BASE-A SET IN THE TOP OF AG0960'A 12 INCH DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH AG0960'THE GROUND. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS AG0960'OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE. IT IS ABOUT 73.5 AG0960'FEET SOUTHWEST OF A POWER POLE, 45.5 FEET SOUTHEAST OF A AG0960'PINELLAS COUNTY DISK AT THE CENTER OF THE INTERSECTION, AND 32 AG0960'FEET NORTHWEST OF A POWER POLE. AG0960' AG0960'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0960 AG0960 STATION RECOVERY (1976) AG0960 AG0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0960'1.5 MI S FROM LARGO. AG0960'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A AG0960'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.). RUN NORTHERLY ON U.S. ALT. AG0960'HWY. 19A FOR 2.25 MILES TO BRYAN DAIRY RD. (110TH AVE.). TURN LEFT ON AG0960'BRYAN DAIRY RD. AND RUN WESTERLY FOR 1.30 MILES. STATION ON THE LEFT, AG0960'54.7 FT. SOUTH OF THE CENTERLINE OF BRYAN DAIRY RD., 50.5 FT. S.W. OF AG0960'THE CENTERLINE OF THE RAILROAD TRACK, 66.8 FT. E.S.E. OF POWER POLE AG0960'(NUMBER 2-23877), 65.0 FT. N.E. OF A 6 FT. CHAINLINK FENCE, 16.3 FT. AG0960'S.E. OF POWER POLE (NUMBER 1A54076-R). SET IN THE TOP OF A CONCRETE AG0960'POST THAT IS FLUSH WITH THE GROUND. SECTION 13, T 30, R 15. AG0960 AG0960 STATION RECOVERY (1999) AG0960 AG0960'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0960'RECOVERED IN GOOD CONDITION. AG0960 AG0960 STATION RECOVERY (2000) AG0960 AG0960'RECOVERY NOTE BY US POWER SQUADRON 2000 AG0960'RECOVERED IN GOOD CONDITION. AG0960 AG0960 STATION RECOVERY (2001) AG0960 AG0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0960'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7349 *********************************************************************** AG7349 DESIGNATION - ST PETERSBURG NW BASE RESET AG7349 PID - AG7349 AG7349 STATE/COUNTY- FL/PINELLAS AG7349 USGS QUAD - CLEARWATER (1987) AG7349 AG7349 *CURRENT SURVEY CONTROL AG7349 ___________________________________________________________________ AG7349* NAD 83(1990)- 27 53 06.96770(N) 082 45 52.16687(W) ADJUSTED AG7349* NAVD 88 - 4.62 (+/-2cm) 15.2 (feet) VERTCON AG7349 ___________________________________________________________________ AG7349 LAPLACE CORR- -1.59 (seconds) DEFLEC99 AG7349 GEOID HEIGHT- -24.39 (meters) GEOID99 AG7349 AG7349 HORZ ORDER - FIRST AG7349 VERT ORDER - THIRD (See Below) AG7349 AG7349.The horizontal coordinates were established by classical geodetic methods AG7349.and adjusted by the National Geodetic Survey in May 1991. AG7349 AG7349.The NAVD 88 height was computed by applying the VERTCON shift value to AG7349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7349.The vertical order pertains to the superseded datum. AG7349 AG7349.The Laplace correction was computed from DEFLEC99 derived deflections. AG7349 AG7349.The geoid height was determined by GEOID99. AG7349 AG7349; North East Units Scale Converg. AG7349;SPC FL W - 393,730.272 124,726.926 MT 1.00001109 -0 21 27.3 AG7349;UTM 17 - 3,085,744.225 326,311.854 MT 0.99997236 -0 49 31.7 AG7349 AG7349: Primary Azimuth Mark Grid Az AG7349:SPC FL W - ST PETERSBURG NW BASE RM 5 136 35 48.1 AG7349:UTM 17 - ST PETERSBURG NW BASE RM 5 137 03 52.5 AG7349 AG7349|---------------------------------------------------------------------| AG7349| PID Reference Object Distance Geod. Az | AG7349| dddmmss.s | AG7349| AG2222 LARGO AEC PINELLAS PLANT E STK APPROX. 2.1 KM 1283407.3 | AG7349| AG2228 LARGO AEC PINELLAS PLANT W STK APPROX. 1.9 KM 1302209.4 | AG7349| CW7855 ST PETERSBURG NW BASE RM 1 AZIMUTH 1331008.6 | AG7349| AG2190 PINELLAS PARK SILVER MUN TANK APPROX. 7.2 KM 1343931.7 | AG7349| AG0944 ST PETERSBURG NW BASE RM 5 1361420.8 | AG7349| CW7856 ST PETERSBURG NW BASE RM 2 56.971 METERS 13728 | AG7349| AG2477 GULFPORT MUN TANK APPROX.16.4 KM 1592640.6 | AG7349| AG2194 ST PETERSBURG FLA MIL ACAD TK APPROX.14.0 KM 1615705.5 | AG7349| AG2172 ST PETERSBURG BLACK MUN TANK APPROX.12.8 KM 1673159.8 | AG7349| AG2753 BAY PINES VA HOSP TANK APPROX. 8.3 KM 1852755.6 | AG7349| AG0945 ST PETERSBURG NW BASE RM 3 18.530 METERS 22608 | AG7349| AG0947 ST PETERSBURG NW BASE RM 4 23.210 METERS 31454 | AG7349| AG2580 LARGO SILVER MUN TANK APPROX. 4.5 KM 3254801.9 | AG7349| AG2635 LARGO MUN TANK APPROX. 4.6 KM 3261418.8 | AG7349| AG2622 LARGO RAD STA WSST W MAST APPROX. 3.0 KM 3261955.9 | AG7349| AG2582 BELLEAIR SILVER MUN TANK APPROX. 6.5 KM 3264019.0 | AG7349| AG2631 LARGO RAD STA WSST E MAST APPROX. 3.0 KM 3293830.5 | AG7349| AG2638 LARGO ST PAUL METH CH SPIRE APPROX. 4.8 KM 3470305.0 | AG7349|---------------------------------------------------------------------| AG7349 AG7349 SUPERSEDED SURVEY CONTROL AG7349 AG7349 NAD 83(1986)- 27 53 06.97402(N) 082 45 52.17887(W) AD( ) 1 AG7349 NAD 27 - 27 53 05.89100(N) 082 45 52.81308(W) AD( ) 1 AG7349 NGVD 29 - 4.88 (m) 16.0 (f) RESET 3 AG7349 AG7349.Superseded values are not recommended for survey control. AG7349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7349.See file dsdata.txt to determine how the superseded data were derived. AG7349 AG7349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2631285744(NAD 83) AG7349_MARKER: DS = TRIANGULATION STATION DISK AG7349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7349_STAMPING: ST PETE. N.W. BASE 1933 1977 AG7349_PROJECTION: PROJECTING 15 CENTIMETERS AG7349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7349+STABILITY: SURFACE MOTION AG7349 AG7349 HISTORY - Date Condition Report By AG7349 HISTORY - 1977 MONUMENTED NGS AG7349 HISTORY - 1977 GOOD NGS AG7349 HISTORY - 1984 GOOD USPSQD AG7349 HISTORY - 1991 MARK NOT FOUND USPSQD AG7349 AG7349 STATION DESCRIPTION AG7349 AG7349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 AG7349'IN SEMINOLE. AG7349'2.05 MILES WESTERLY ALONG STATE ROUTE 60 FROM THE INTERSECTION AG7349'OF U.S. HIGHWAY 19 (STATEROUTE 55) AND STATE ROUTE 60 (GULF-TO- AG7349'BAY BLVD.) TO THE INTERSECTION OF KEENE ROAD, THENCE TURN LEFT AG7349'AND GO SOUTHERLY ON KEENE ROAD FOR 5.45 MILES TO RAILROAD TRACKS AG7349'AND DIRT SIDE ROAD LEADING NORTHWESTERLY TO SMITH BROTHERS AG7349'SAW MILL,TURN RIGHT AND GO NORTHWESTERLY FOR 0.15 MILE TO AG7349'ENTRANCE TO SMITH BROTHERS SAW MILL, 53.7 FEET NORTH-NORTHEAST AG7349'OF THE CENTERLINE OF DIRT ROAD, 40.2 FEET SOUTHWEST OF THE AG7349'SOUTHWEST RAIL OF A.S.L. RAILROAD TRACKS, 139.9 FEET AG7349'EAST-SOUTHEAST OF A POWERPOLE NO. DLE-78, AND 61.9 FEET EAST AG7349'OF THE EAST GATE POST OF SMITH BROTHERS SAW MILL. AG7349 AG7349 STATION RECOVERY (1977) AG7349 AG7349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN) AG7349'REFERENCE MARKS 3, 4 AND 5 (AZIMUTH MARK) WERE RECOVERED AS AG7349'DESCRIBED AND IN GOOD CONDITION. THE STATION MARK WAS FOUND HIT AG7349'BY DITCH CLEARING EQUIPMENT AND FOUND LEANING TO THE NORTHWEST. AG7349'THE SURFACE STATION MARK WAS REMOVED AND A NEW SURFACE STATION MARK AG7349'WAS SET DIRECTLY OVER THE UNDERGROUND MARK. THE DISTANCE TO AG7349'REFERENCE MARK 4 CHECKED. A LONGER DISTANCE OF .08 FEET OR AG7349'.022 METERS WAS MEASURED TO REFERENCE MARK 3. A DIFFERENCE OF AG7349'01 MIN 34 SEC WAS OBSERVED TO REFERENCE MARK 3 AND 01 MIN 35 SEC AG7349'WAS OBSERVED TO REFERENCE MARK 4. DUE TO CHANGES, A AG7349'COMPLETE NEW DESCRIPTION FOLLOWS. AG7349' AG7349'THE STATION IS LOCATED 5 MILES NORTHWEST OF ST PETERSBURG, 3 AG7349'MILES NORTHWEST OF PINELLAS PARK, AND ON THE ATLANTIC COAST LINE AG7349'RAILROAD RIGHT-OF-WAY. AG7349' AG7349'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND AG7349'STATE HIGHWAY 688 ABOUT 3 MILES EAST OF LARGO, GO WEST ON AG7349'HIGHWAY 688 FOR 2.45 MILES TO CROSSROAD. TURN LEFT AND GO SOUTH AG7349'ON STARKEY ROAD FOR 0.75 MILE TO A SIDE ROAD RIGHT AND REFERENCE AG7349'MARK 5 ON THE RIGHT JUST AFTER CROSSING THE RAILROAD TRACKS. AG7349'TURN RIGHT AND FOLLOW ALONG THE SOUTHWEST SIDE OF THE RAILROAD AG7349'TRACKS GOING NORTHWEST FOR 0.2 MILE TO STATION ON LEFT. AG7349' AG7349'STATION MARK, A STANDARD DISK STAMPED ST PETERSBURG NORTHWEST BASE AG7349'1933 1977, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AG7349'THAT IS SET FLUSH WITH THE GROUND ON THE SOUTHWEST SIDE OF AG7349'DITCH. IT IS 54 FEET NORTHEAST OF THE CENTER OF DIRT ROAD, 40.0 AG7349'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF RAILROAD TRACK, 32 FEET AG7349'SOUTHEAST OF A FENCE CORNER, 2.5 FEET SOUTHWEST OF A 5-1/2 AG7349'FOOT HIGH 2-1/2 INCH IRON PIPE, 2.5 FEET SOUTHEAST OF A METAL AG7349'WITNESS POST AND 2.4 FEET NORTHWEST OF A METAL WITNESS POST. AG7349' AG7349'REFERENCE MARK 3, A STANDARD DISK STAMPED ST PETERSBURG AG7349'NORTHWEST BASE NO 3 1933, IS SET IN THE TOP OF A 12-INCH AG7349'SQUARE CONCRETE MONUMENT THAT PROJECTS 6-INCHES ABOVE THE AG7349'GROUND. IT IS 100 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF AG7349'TRACK, 55 FEET SOUTHEAST OF THE CENTER OF METAL GATE, 5.5 FEET AG7349'SOUTHWEST OF THE CENTER OF THE DIRT ROAD AND 1.5 FEET NORTHEAST AG7349'OF A METAL WITNESS POST. (NOTE 11A) AG7349' AG7349'REFERENCE MARK 4, A STANDARD DISK STAMPED ST PETERSBURG AG7349'NORTHWEST BASE NO 4 1933 1973, IS SET IN THE TOP OF A 12-INCH AG7349'ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH THE GROUND. IT AG7349'IS 50 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF RAILROAD TRACKS, AG7349'46 FEET NORTHWEST OF FENCE CORNER, 35 FEET NORTHEAST OF THE AG7349'CENTER OF THE DIRT ROAD, 5.5 FEET SOUTHWEST OF A WIRE FENCE AND AG7349'2.5 FEET SOUTHWEST OF A METAL WITNESS POST. AG7349' AG7349'REFERENCE MARK 5, (AZIMUTH MARK) STAMPED ST PETERSBURG NORTHWEST AG7349'BASE NO 5 1933 1973, IS A STANDARD DISK CEMENTED IN A DRILL HOLE AG7349'IN A CONCRETE CULVERT. IT IS 68 FEET NORTH OF THE CENTER OF A AG7349'DIRT ROAD, 64.5 FEET EAST OF A TELEPHONE POLE, 30.5 FEET WEST AG7349'OF THE CENTER OF STARKEY ROAD SOUTH BOUND LANE AND 14.5 FEET AG7349'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACKS. AG7349' AG7349'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AG7349'2 MILES SOUTHEAST OF LARGO. AG7349 AG7349 STATION RECOVERY (1984) AG7349 AG7349'RECOVERY NOTE BY US POWER SQUADRON 1984 AG7349'RECOVERED IN GOOD CONDITION. AG7349 AG7349 STATION RECOVERY (1991) AG7349 AG7349'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG7349'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7350 *********************************************************************** AG7350 DESIGNATION - ST PETERSBURG NW BASE G RESET AG7350 PID - AG7350 AG7350 STATE/COUNTY- FL/PINELLAS AG7350 USGS QUAD - CLEARWATER (1987) AG7350 AG7350 *CURRENT SURVEY CONTROL AG7350 ___________________________________________________________________ AG7350* NAD 83(1986)- 27 53 13. (N) 082 45 47. (W) SCALED AG7350* NAVD 88 - 5.18 (+/-2cm) 17.0 (feet) VERTCON AG7350 ___________________________________________________________________ AG7350 GEOID HEIGHT- -24.40 (meters) GEOID99 AG7350 AG7350 VERT ORDER - THIRD (See Below) AG7350 AG7350.The horizontal coordinates were scaled from a topographic map and have AG7350.an estimated accuracy of +/- 6 seconds. AG7350 AG7350.The NAVD 88 height was computed by applying the VERTCON shift value to AG7350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7350.The vertical order pertains to the superseded datum. AG7350 AG7350.The geoid height was determined by GEOID99. AG7350 AG7350; North East Units Estimated Accuracy AG7350;SPC FL W - 393,920. 124,870. MT (+/- 180 meters Scaled) AG7350 AG7350 SUPERSEDED SURVEY CONTROL AG7350 AG7350 NGVD 29 - 5.44 (m) 17.8 (f) RESET 3 AG7350 AG7350.Superseded values are not recommended for survey control. AG7350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7350.See file dsdata.txt to determine how the superseded data were derived. AG7350 AG7350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL264859(NAD 83) AG7350_MARKER: DB = BENCH MARK DISK AG7350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7350_STAMPING: ST PETE N W BASE G AG7350_PROJECTION: FLUSH AG7350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7350+STABILITY: SURFACE MOTION AG7350 AG7350 HISTORY - Date Condition Report By AG7350 HISTORY - 1979 MONUMENTED FL-103 AG7350 HISTORY - 1991 MARK NOT FOUND USPSQD AG7350 AG7350 STATION DESCRIPTION AG7350 AG7350'DESCRIBED BY PINELLAS COUNTY FLORIDA 1979 AG7350'7.25 MI SW FROM SEMINOLE. AG7350'2.05 MILES WESTERLY ALONG STATE ROUTE 60 FROM THE INTERSECTION AG7350'OF U.S. HIGHWAY 19 (STATE ROUTE 55) AND STATE ROUTE 60 AG7350'(GULF-TO-BAY BLVD.)TO THE INTERSECTION OF KEENE ROAD, THENCE AG7350'LEFT AND GO SOUTHERLY ON KEENE ROAD FOR 5.20 MILES TO THE AG7350'INTERSECTION OF 126TH AVENUE NORTH,42.8 FEET EAST OF THE CENTER AG7350'OF THE NORTHBOUND LANES OF STARKEY ROAD, 36.0 FEET SOUTH OF AG7350'THE CENTERLINE OF 126TH AVENUE NORTH, AND 16.8 FEET SOUTH OF A AG7350'POWERPOLE NO. 1-81451. AG7350 AG7350 STATION RECOVERY (1991) AG7350 AG7350'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG7350'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG2092 *********************************************************************** AG2092 DESIGNATION - ST PETERSBURG R STA WSUN N TWR AG2092 PID - AG2092 AG2092 STATE/COUNTY- FL/PINELLAS AG2092 USGS QUAD - GANDY BRIDGE (1987) AG2092 AG2092 *CURRENT SURVEY CONTROL AG2092 ___________________________________________________________________ AG2092* NAD 83(1990)- 27 52 40.39186(N) 082 35 26.51603(W) ADJUSTED AG2092* NAVD 88 - AG2092 ___________________________________________________________________ AG2092 LAPLACE CORR- -1.60 (seconds) DEFLEC99 AG2092 GEOID HEIGHT- -24.64 (meters) GEOID99 AG2092 AG2092 HORZ ORDER - THIRD AG2092 AG2092.The horizontal coordinates were established by classical geodetic methods AG2092.and adjusted by the National Geodetic Survey in May 1991. AG2092 AG2092 AG2092.The Laplace correction was computed from DEFLEC99 derived deflections. AG2092 AG2092.The geoid height was determined by GEOID99. AG2092 AG2092; North East Units Scale Converg. AG2092;SPC FL W - 392,817.565 141,835.224 MT 0.99998292 -0 16 34.4 AG2092;UTM 17 - 3,084,691.926 343,411.113 MT 0.99990265 -0 44 38.2 AG2092 AG2092 SUPERSEDED SURVEY CONTROL AG2092 AG2092 NAD 83(1986)- 27 52 40.39724(N) 082 35 26.52782(W) AD( ) 4 AG2092 NAD 27 - 27 52 39.31252(N) 082 35 27.18114(W) AD( ) 3 AG2092 AG2092.Superseded values are not recommended for survey control. AG2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2092.See file dsdata.txt to determine how the superseded data were derived. AG2092 AG2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4341184692(NAD 83) AG2092_MARKER: 43 = RADIO/TV TOWER AG2092 AG2092 HISTORY - Date Condition Report By AG2092 HISTORY - 1972 FIRST OBSERVED NGS AG2092 HISTORY - 1976 GOOD FLDT AG2092 HISTORY - 1984 GOOD USPSQD AG2092 HISTORY - 19991116 GOOD USPSQD AG2092 HISTORY - 20010331 GOOD NGS AG2092 AG2092 STATION DESCRIPTION AG2092 AG2092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL) AG2092'THE STATION IS THE TOP CENTER OF A POLE MAST THAT SITS ATOP A AG2092'4-LEGGED, SKELETON STEEL TOWER OWNED BY WSUN RADIO AG2092'INCORPORATED. THE TOWER IS PAINTED ALTERNATELY RED AND WHITE AG2092'AND APPROXIMATELY 502 FEET HIGH. IT IS THE NORTH ONE OF TWO AG2092'IDENTICAL TOWERS. AG2092' AG2092'THE TOWER IS LOCATED AT THE NORTH EDGE OF ST. PETERSBURG AG2092'ALONG THE NORTH SIDE OF THE GANDY CAUSEWAY. IT IS 180 FEET AG2092'NORTH OF THE CENTER LINE OF THE WEST BOUND LANE OF GANDY AG2092'CAUSEWAY, AND ABOUT 500 FEET WEST-NORTHWEST OF THE AG2092'TRIANGULATION STATION GANDY. AG2092 AG2092 STATION RECOVERY (1976) AG2092 AG2092'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM) AG2092'THE STATION, ST PETERSBURG RAD STA WSUN N TOWER, WAS RECOVERED AS AG2092'DESCRIBED BY J.C. LAYTON IN 1972. AG2092 AG2092 STATION RECOVERY (1984) AG2092 AG2092'RECOVERY NOTE BY US POWER SQUADRON 1984 (MPS) AG2092'LANDMARK RECOVERED GOOD. AG2092' AG2092'DESCRIPTION ADEQUATE AS LISTED. AG2092 AG2092 STATION RECOVERY (1999) AG2092 AG2092'RECOVERY NOTE BY US POWER SQUADRON 1999 AG2092'RECOVERED IN GOOD CONDITION. AG2092 AG2092 STATION RECOVERY (2001) AG2092 AG2092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG2092'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG2093 *********************************************************************** AG2093 DESIGNATION - ST PETERSBURG R STA WSUN S TWR AG2093 PID - AG2093 AG2093 STATE/COUNTY- FL/PINELLAS AG2093 USGS QUAD - GANDY BRIDGE (1987) AG2093 AG2093 *CURRENT SURVEY CONTROL AG2093 ___________________________________________________________________ AG2093* NAD 83(1990)- 27 52 36.10321(N) 082 35 22.46603(W) ADJUSTED AG2093* NAVD 88 - AG2093 ___________________________________________________________________ AG2093 LAPLACE CORR- -1.60 (seconds) DEFLEC99 AG2093 GEOID HEIGHT- -24.64 (meters) GEOID99 AG2093 AG2093 HORZ ORDER - THIRD AG2093 AG2093.The horizontal coordinates were established by classical geodetic methods AG2093.and adjusted by the National Geodetic Survey in May 1991. AG2093 AG2093 AG2093.The Laplace correction was computed from DEFLEC99 derived deflections. AG2093 AG2093.The geoid height was determined by GEOID99. AG2093 AG2093; North East Units Scale Converg. AG2093;SPC FL W - 392,685.019 141,945.367 MT 0.99998276 -0 16 32.4 AG2093;UTM 17 - 3,084,558.496 343,520.162 MT 0.99990223 -0 44 36.2 AG2093 AG2093 SUPERSEDED SURVEY CONTROL AG2093 AG2093 NAD 83(1986)- 27 52 36.10859(N) 082 35 22.47776(W) AD( ) 4 AG2093 NAD 27 - 27 52 35.02401(N) 082 35 23.12851(W) AD( ) 3 AG2093 AG2093.Superseded values are not recommended for survey control. AG2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2093.See file dsdata.txt to determine how the superseded data were derived. AG2093 AG2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4352084558(NAD 83) AG2093_MARKER: 43 = RADIO/TV TOWER AG2093 AG2093 HISTORY - Date Condition Report By AG2093 HISTORY - 1972 FIRST OBSERVED NGS AG2093 HISTORY - 1976 GOOD FLDT AG2093 HISTORY - 1984 GOOD USPSQD AG2093 HISTORY - 19991116 GOOD USPSQD AG2093 HISTORY - 20010331 GOOD NGS AG2093 AG2093 STATION DESCRIPTION AG2093 AG2093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL) AG2093'THE STATION IS THE TOP CENTER OF A 4-LEGGED SKELETON STEEL AG2093'TOWER OWNED BY WSUN RADIO INCORPORATED. THE TOWER IS PAINTED AG2093'ALTERNATELY RED AND WHITE AND APPROXIMATELY 502 FEET HIGH. IT AG2093'IS THE SOUTH ONE OF TWO IDENTICAL TOWERS. AG2093' AG2093'THE TOWER IS LOCATED AT THE NORTH EDGE OF ST. PETERSBURG AG2093'ALONG THE SOUTH SIDE OF THE GANDY CAUSEWAY. IT IS 260 FEET AG2093'SOUTH OF THE CENTER LINE OF THE EAST BOUND LANE OF GANDY AG2093'CAUSEWAY, AND ABOUT 500 FEET WEST OF TRIANGULATION STATION GANDY. AG2093 AG2093 STATION RECOVERY (1976) AG2093 AG2093'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM) AG2093'THE STATION, ST PETERSBURG RAD STA WSUN S TOWER, WAS RECOVERED AS AG2093'DESCRIBED BY J.C. LAYTON IN 1972. AG2093 AG2093 STATION RECOVERY (1984) AG2093 AG2093'RECOVERY NOTE BY US POWER SQUADRON 1984 (MPS) AG2093'LANDMARK RECOVERED GOOD. AG2093' AG2093'DESCRIPTION AS LISTED ADEQUATE. AG2093 AG2093 STATION RECOVERY (1999) AG2093 AG2093'RECOVERY NOTE BY US POWER SQUADRON 1999 AG2093'RECOVERED IN GOOD CONDITION. AG2093 AG2093 STATION RECOVERY (2001) AG2093 AG2093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG2093'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG2206 *********************************************************************** AG2206 DESIGNATION - ST PETERSBURG RAD STA WQYK MST AG2206 PID - AG2206 AG2206 STATE/COUNTY- FL/PINELLAS AG2206 USGS QUAD - ST PETERSBURG (1987) AG2206 AG2206 *CURRENT SURVEY CONTROL AG2206 ___________________________________________________________________ AG2206* NAD 83(1990)- 27 52 28.08898(N) 082 37 51.53934(W) ADJUSTED AG2206* NAVD 88 - AG2206 ___________________________________________________________________ AG2206 LAPLACE CORR- -1.69 (seconds) DEFLEC99 AG2206 GEOID HEIGHT- -24.57 (meters) GEOID99 AG2206 AG2206 HORZ ORDER - THIRD AG2206 AG2206.The horizontal coordinates were established by classical geodetic methods AG2206.and adjusted by the National Geodetic Survey in May 1991. AG2206 AG2206 AG2206.The Laplace correction was computed from DEFLEC99 derived deflections. AG2206 AG2206.The geoid height was determined by GEOID99. AG2206 AG2206; North East Units Scale Converg. AG2206;SPC FL W - 392,458.635 137,866.487 MT 0.99998881 -0 17 42.1 AG2206;UTM 17 - 3,084,365.429 339,439.878 MT 0.99991820 -0 45 45.7 AG2206 AG2206 SUPERSEDED SURVEY CONTROL AG2206 AG2206 NAD 83(1986)- 27 52 28.09446(N) 082 37 51.55115(W) AD( ) 4 AG2206 NAD 27 - 27 52 27.01016(N) 082 37 52.19812(W) AD( ) 3 AG2206 AG2206.Superseded values are not recommended for survey control. AG2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2206.See file dsdata.txt to determine how the superseded data were derived. AG2206 AG2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3944084365(NAD 83) AG2206_MARKER: 42 = RADIO/TV MAST AG2206 AG2206 HISTORY - Date Condition Report By AG2206 HISTORY - 1972 FIRST OBSERVED NGS AG2206 HISTORY - 19991116 GOOD USPSQD AG2206 HISTORY - 20010331 GOOD NGS AG2206 AG2206 STATION DESCRIPTION AG2206 AG2206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL) AG2206'THE STATION IS THE TOP CENTER OF A GUYED, STEEL TRUSS-WORK MAST AG2206'OWNED BY WQYK INCORPORATED. THE MAST IS PAINTED ALTERNATELY AG2206'RED AND WHITE AND APPROXIMATELY 310 FEET HIGH. AG2206' AG2206'LOCATED IN THE NORTHERN SECTION OF ST. PETERSBURG AT 11300 AG2206'MORGAN ST. 110 FEET WEST OF THE CENTER LINE OF MORGAN STREET, AG2206'WHICH IS ONLY A SAND LANE AT THIS TIME. AG2206 AG2206 STATION RECOVERY (1999) AG2206 AG2206'RECOVERY NOTE BY US POWER SQUADRON 1999 AG2206'RECOVERED IN GOOD CONDITION. AG2206 AG2206 STATION RECOVERY (2001) AG2206 AG2206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG2206'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG2218 *********************************************************************** AG2218 DESIGNATION - ST PETERSBURG RAD STA WWBA MST AG2218 PID - AG2218 AG2218 STATE/COUNTY- FL/PINELLAS AG2218 USGS QUAD - ST PETERSBURG (1987) AG2218 AG2218 *CURRENT SURVEY CONTROL AG2218 ___________________________________________________________________ AG2218* NAD 83(1990)- 27 49 46.22121(N) 082 40 12.94516(W) ADJUSTED AG2218* NAVD 88 - AG2218 ___________________________________________________________________ AG2218 LAPLACE CORR- -1.89 (seconds) DEFLEC99 AG2218 GEOID HEIGHT- -24.43 (meters) GEOID99 AG2218 AG2218 HORZ ORDER - THIRD AG2218 AG2218.The horizontal coordinates were established by classical geodetic methods AG2218.and adjusted by the National Geodetic Survey in May 1991. AG2218 AG2218 AG2218.The Laplace correction was computed from DEFLEC99 derived deflections. AG2218 AG2218.The geoid height was determined by GEOID99. AG2218 AG2218; North East Units Scale Converg. AG2218;SPC FL W - 387,496.573 133,971.278 MT 0.99999497 -0 18 46.5 AG2218;UTM 17 - 3,079,435.629 335,504.583 MT 0.99993399 -0 46 47.7 AG2218 AG2218 SUPERSEDED SURVEY CONTROL AG2218 AG2218 NAD 83(1986)- 27 49 46.22676(N) 082 40 12.95739(W) AD( ) 4 AG2218 NAD 27 - 27 49 45.13646(N) 082 40 13.60301(W) AD( ) 3 AG2218 AG2218.Superseded values are not recommended for survey control. AG2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2218.See file dsdata.txt to determine how the superseded data were derived. AG2218 AG2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3550579436(NAD 83) AG2218_MARKER: 42 = RADIO/TV MAST AG2218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG2218+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2003 AG2218 AG2218 HISTORY - Date Condition Report By AG2218 HISTORY - 1972 FIRST OBSERVED NGS AG2218 HISTORY - 1978 GOOD DMA AG2218 HISTORY - 1978 GOOD DMA AG2218 HISTORY - 19990216 GOOD USPSQD AG2218 HISTORY - 20010331 GOOD NGS AG2218 HISTORY - 20030105 GOOD USPSQD AG2218 AG2218 STATION DESCRIPTION AG2218 AG2218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL) AG2218'THE STATION IS THE TOP CENTER OF A GUYED, STEEL TRUSS-WORK AG2218'MAST OWNED BY FELTON AND WINTON INCORPORATED. THE MAST IS AG2218'PAINTED ALTERNATELY RED AND WHITE AND APPROXIMATELY 405 FEET AG2218'HIGH. THERE IS A RED LIGHT ON TOP THAT IS NOT CENTERED. AG2218' AG2218'LOCATED IN THE NORTH SECTION OF ST. PETERSBURG, 0.2 MILE AG2218'WEST OF INTERSTATE HIGHWAY 75 ALONG THE NORTH SIDE OF 62ND AG2218'AVENUE N. IT IS 400 FEET NORTH OF THE CENTER LINE OF 62ND AG2218'AVENUE N. AG2218 AG2218 STATION RECOVERY (1978) AG2218 AG2218'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (WVM) AG2218'INTERSECTION STATION. CENTER OF 649 FEET GUYED TRIANGULAR CROSS AG2218'STATION MAST. LOCATED JUST EAST OF SAN MARTIN BLVD., AND JUST N. OF AG2218'WEEDON DRIVE - JUST SOUTH OF DERBY LANE GREYHOUND RACING. BEING AG2218'TOPPED OUT BY QUALITY TOWER ERECTORS. AG2218' AG2218'TEL. NO. (813) 585-6176 - WWBA FM - BEACON LT. ON TOP STROBIC ON SIDE. AG2218'LOCATED FROM FEDERAL FRANKLAND, DUMP-A AND OTHER TRAVERSE AG2218'STATION. AG2218' AG2218'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NNE OF DOWNTOWN AG2218'ST. PETERSBURG. AG2218 AG2218 STATION RECOVERY (1978) AG2218 AG2218'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (WVM) AG2218'RECOVERED IN GOOD CONDITION. AG2218 AG2218 STATION RECOVERY (1999) AG2218 AG2218'RECOVERY NOTE BY US POWER SQUADRON 1999 AG2218'RECOVERED IN GOOD CONDITION. AG2218 AG2218 STATION RECOVERY (2001) AG2218 AG2218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG2218'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG2218 AG2218 STATION RECOVERY (2003) AG2218 AG2218'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG2218'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG2145 *********************************************************************** AG2145 DESIGNATION - ST PETERSBURG TV STA WLCY MAST AG2145 PID - AG2145 AG2145 STATE/COUNTY- FL/PINELLAS AG2145 USGS QUAD - PORT TAMPA (1983) AG2145 AG2145 *CURRENT SURVEY CONTROL AG2145 ___________________________________________________________________ AG2145* NAD 83(1990)- 27 52 16.38136(N) 082 37 02.37156(W) ADJUSTED AG2145* NAVD 88 - AG2145 ___________________________________________________________________ AG2145 LAPLACE CORR- -1.67 (seconds) DEFLEC99 AG2145 GEOID HEIGHT- -24.59 (meters) GEOID99 AG2145 AG2145 HORZ ORDER - THIRD AG2145 AG2145.The horizontal coordinates were established by classical geodetic methods AG2145.and adjusted by the National Geodetic Survey in May 1991. AG2145 AG2145 AG2145.The Laplace correction was computed from DEFLEC99 derived deflections. AG2145 AG2145.The geoid height was determined by GEOID99. AG2145 AG2145; North East Units Scale Converg. AG2145;SPC FL W - 392,091.403 139,209.590 MT 0.99998677 -0 17 19.0 AG2145;UTM 17 - 3,083,987.274 340,779.842 MT 0.99991291 -0 45 22.4 AG2145 AG2145 SUPERSEDED SURVEY CONTROL AG2145 AG2145 NAD 83(1986)- 27 52 16.38681(N) 082 37 02.38329(W) AD( ) 4 AG2145 NAD 27 - 27 52 15.30104(N) 082 37 03.03194(W) AD( ) 3 AG2145 AG2145.Superseded values are not recommended for survey control. AG2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2145.See file dsdata.txt to determine how the superseded data were derived. AG2145 AG2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4078083987(NAD 83) AG2145_MARKER: 42 = RADIO/TV MAST AG2145 AG2145 HISTORY - Date Condition Report By AG2145 HISTORY - 1972 FIRST OBSERVED NGS AG2145 HISTORY - 19991116 GOOD USPSQD AG2145 HISTORY - 20010331 GOOD NGS AG2145 AG2145 STATION DESCRIPTION AG2145 AG2145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL) AG2145'THE STATION IS THE TOP CENTER OF A GUYED, STEEL TRUSS-WORK MAST AG2145'OWNED BY RAY HALL COMMUNICATIONS, WLCY TV CHANNEL 10. THE MAST AG2145'IS THE CENTER AND TALLER ONE OF THREE, PAINTED ALTERNATELY AG2145'RED AND WHITE, AND IS APPROXIMATELY 449 FEET HIGH. AG2145' AG2145'LOCATED IN THE NORTH SECTION OF ST. PETERSBURG, ALONG THE AG2145'NORTH SIDE OF GANDY BOULEVARD, AT WLCY TV STUDIO. IT IS 400 AG2145'FEET NORTH OF THE CENTER LINE OF GANDY BOULEVARD. AG2145 AG2145 STATION RECOVERY (1999) AG2145 AG2145'RECOVERY NOTE BY US POWER SQUADRON 1999 AG2145'RECOVERED IN GOOD CONDITION. AG2145 AG2145 STATION RECOVERY (2001) AG2145 AG2145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG2145'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7348 *********************************************************************** AG7348 DESIGNATION - STARKEY L RESET AG7348 PID - AG7348 AG7348 STATE/COUNTY- FL/PINELLAS AG7348 USGS QUAD - SEMINOLE (1995) AG7348 AG7348 *CURRENT SURVEY CONTROL AG7348 ___________________________________________________________________ AG7348* NAD 83(1990)- 27 50 22.18820(N) 082 47 28.27258(W) ADJUSTED AG7348* NAVD 88 - 11.65 (+/-2cm) 38.2 (feet) VERTCON AG7348 ___________________________________________________________________ AG7348 LAPLACE CORR- -1.54 (seconds) DEFLEC99 AG7348 GEOID HEIGHT- -24.27 (meters) GEOID99 AG7348 AG7348 HORZ ORDER - SECOND AG7348 VERT ORDER - THIRD (See Below) AG7348 AG7348.The horizontal coordinates were established by classical geodetic methods AG7348.and adjusted by the National Geodetic Survey in May 1991. AG7348 AG7348.The NAVD 88 height was computed by applying the VERTCON shift value to AG7348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7348.The vertical order pertains to the superseded datum. AG7348 AG7348.The Laplace correction was computed from DEFLEC99 derived deflections. AG7348 AG7348.The geoid height was determined by GEOID99. AG7348 AG7348; North East Units Scale Converg. AG7348;SPC FL W - 388,674.652 122,065.559 MT 1.00001612 -0 22 10.2 AG7348;UTM 17 - 3,080,710.668 323,609.418 MT 0.99998405 -0 50 12.1 AG7348 AG7348|---------------------------------------------------------------------| AG7348| PID Reference Object Distance Geod. Az | AG7348| dddmmss.s | AG7348| AG0968 STARKEY K 392.465 METERS 09127 | AG7348| AG0903 SEMINOLE T 425.498 METERS 2750317.1 | AG7348|---------------------------------------------------------------------| AG7348 AG7348 SUPERSEDED SURVEY CONTROL AG7348 AG7348 NAD 83(1986)- 27 50 22.19460(N) 082 47 28.28499(W) AD( ) 2 AG7348 NGVD 29 - 11.92 (m) 39.1 (f) RESET 3 AG7348 AG7348.Superseded values are not recommended for survey control. AG7348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7348.See file dsdata.txt to determine how the superseded data were derived. AG7348 AG7348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2360980711(NAD 83) AG7348_MARKER: DB = BENCH MARK DISK AG7348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7348_STAMPING: STARKEY L AG7348_MARK LOGO: FL-103 AG7348_PROJECTION: FLUSH AG7348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7348+STABILITY: SURFACE MOTION AG7348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG7348+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2001 AG7348 AG7348 HISTORY - Date Condition Report By AG7348 HISTORY - 1978 MONUMENTED FL-103 AG7348 HISTORY - 1983 GOOD USPSQD AG7348 HISTORY - 20011230 GOOD USPSQD AG7348 AG7348 STATION DESCRIPTION AG7348 AG7348'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978 AG7348'IN SEMINOLE. AG7348'0.25 MILE WEST ALONG STATE ROUTE 694 FROM THE INTERSECTION AG7348'OF STATE ROUTE 694 (74TH AVENUE/PARK BLVD.) AND U.S. ALT. AG7348'HIGHWAY 19 (STATE ROUTE 595/SEMINOLE BLVD.) TO MARK ON LEFT, AG7348'55.1 FEET SOUTH OF THE CENTERLINE OF 74TH AVENUE, 55.2 FEET AG7348'NORTHWEST OF THE NORTHWEST CORNER OF A SINGLE-STORY BRICK AG7348'BUILDING (GENERAL TELEPHONE COMPANY), 42.7 FEET EAST-NORTHEAST AG7348'OF THE NORTHEAST CORNER OF A SINGLE STORY CONCRETE BLOCK BUILDING AG7348'(SEMINOLE ELEMENTARY SCHOOL), 40.5 FEET EAST-SOUTHEAST OF A AG7348'POWERPOLE NO. 114744, AND 7.5 FEET NORTH OF THE FACE OF A 48-INCH AG7348'PUNK TREE. AG7348 AG7348 STATION RECOVERY (1983) AG7348 AG7348'RECOVERY NOTE BY US POWER SQUADRON 1983 (GGH) AG7348'STARKEY L MARK IN GOOD CONDITION. ALL LOCATION REFERENCE POINTS ARE AG7348'VALID. AG7348 AG7348 STATION RECOVERY (2001) AG7348 AG7348'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR) AG7348'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5277 *********************************************************************** AG5277 DESIGNATION - T 262 AG5277 PID - AG5277 AG5277 STATE/COUNTY- FL/PINELLAS AG5277 USGS QUAD - PORT TAMPA (1983) AG5277 AG5277 *CURRENT SURVEY CONTROL AG5277 ___________________________________________________________________ AG5277* NAD 83(1986)- 27 52 19. (N) 082 36 28. (W) SCALED AG5277* NAVD 88 - 1.881 (meters) 6.17 (feet) ADJUSTED AG5277 ___________________________________________________________________ AG5277 GEOID HEIGHT- -24.60 (meters) GEOID99 AG5277 DYNAMIC HT - 1.878 (meters) 6.16 (feet) COMP AG5277 MODELED GRAV- 979,181.5 (mgal) NAVD 88 AG5277 AG5277 VERT ORDER - FIRST CLASS I AG5277 AG5277.The horizontal coordinates were scaled from a topographic map and have AG5277.an estimated accuracy of +/- 6 seconds. AG5277 AG5277.The orthometric height was determined by differential leveling AG5277.and adjusted by the National Geodetic Survey in June 1991. AG5277 AG5277.The geoid height was determined by GEOID99. AG5277 AG5277.The dynamic height is computed by dividing the NAVD 88 AG5277.geopotential number by the normal gravity value computed on the AG5277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5277.degrees latitude (g = 980.6199 gals.). AG5277 AG5277.The modeled gravity was interpolated from observed gravity values. AG5277 AG5277; North East Units Estimated Accuracy AG5277;SPC FL W - 392,170. 140,150. MT (+/- 180 meters Scaled) AG5277 AG5277 SUPERSEDED SURVEY CONTROL AG5277 AG5277 NGVD 29 - 2.146 (m) 7.04 (f) ADJ UNCH 1 1 AG5277 AG5277.Superseded values are not recommended for survey control. AG5277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5277.See file dsdata.txt to determine how the superseded data were derived. AG5277 AG5277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL417840(NAD 83) AG5277_MARKER: DB = BENCH MARK DISK AG5277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG5277_STAMPING: T 262 1966 AG5277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5277+STABILITY: SURFACE MOTION AG5277 AG5277 HISTORY - Date Condition Report By AG5277 HISTORY - 1966 MONUMENTED CGS AG5277 HISTORY - 1975 GOOD LOCENG AG5277 HISTORY - 1978 GOOD NGS AG5277 HISTORY - 19991116 GOOD USPSQD AG5277 HISTORY - 20010331 GOOD NGS AG5277 AG5277 STATION DESCRIPTION AG5277 AG5277'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AG5277'5 MI W FROM TAMPA. AG5277'ABOUT 5.0 MILES WEST ALONG GANDY BOULEVARD FROM THE INTERSECTION AG5277'OF WEST SHORE BOULEVARD AT TAMPA, ABOUT 0.6 MILE EAST OF THE AG5277'JUNCTION OF DRIVE LEADING NORTH TO RADIO STATION AND TOWER AG5277'W.L.C.Y., 138 FEET SOUTHEAST OF THE CENTER OF THE BOULEVARD AND AG5277'A CROSSOVER, 49.0 FEET SOUTH OF THE CENTER LINE OF THE AG5277'EAST-BOUND LANE OF THE BOULEVARD, 73 FEET NORTHEAST OF THE AG5277'NORTHEAST CORNER OF A PIPE FENCE AROUND A GAS LINE VALVE NO. 169, AG5277'12.5 FEET OF GAS LINE MARKER NO. 21, 1 1/2 FEET EAST OF TELEPHONE AG5277'POLE NO. 1A29588R, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT AG5277'3 FEET BELOW THE LEVEL OF THE BOULEVARD AND SET IN THE TOP OF A AG5277'CONCRETE POST PROJECTING 0.4 FOOT. AG5277 AG5277 STATION RECOVERY (1975) AG5277 AG5277'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 AG5277'RECOVERED IN GOOD CONDITION. AG5277 AG5277 STATION RECOVERY (1978) AG5277 AG5277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AG5277'RECOVERED IN GOOD CONDITION. AG5277 AG5277 STATION RECOVERY (1999) AG5277 AG5277'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5277'RECOVERED IN GOOD CONDITION. AG5277 AG5277 STATION RECOVERY (2001) AG5277 AG5277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5277'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0980 *********************************************************************** AG0980 DESIGNATION - TAMP D AG0980 PID - AG0980 AG0980 STATE/COUNTY- FL/PINELLAS AG0980 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0980 AG0980 *CURRENT SURVEY CONTROL AG0980 ___________________________________________________________________ AG0980* NAD 83(1990)- 27 39 04.97559(N) 082 42 58.92380(W) ADJUSTED AG0980* NAVD 88 - 4.177 (meters) 13.70 (feet) ADJUSTED AG0980 ___________________________________________________________________ AG0980 LAPLACE CORR- -1.70 (seconds) DEFLEC99 AG0980 GEOID HEIGHT- -24.20 (meters) GEOID99 AG0980 DYNAMIC HT - 4.171 (meters) 13.68 (feet) COMP AG0980 MODELED GRAV- 979,162.9 (mgal) NAVD 88 AG0980 AG0980 HORZ ORDER - FIRST AG0980 VERT ORDER - SECOND CLASS II AG0980 AG0980.The horizontal coordinates were established by classical geodetic methods AG0980.and adjusted by the National Geodetic Survey in May 1991. AG0980 AG0980.The orthometric height was determined by differential leveling AG0980.and adjusted by the National Geodetic Survey in June 1991. AG0980 AG0980.The Laplace correction was computed from DEFLEC99 derived deflections. AG0980 AG0980.The geoid height was determined by GEOID99. AG0980 AG0980.The dynamic height is computed by dividing the NAVD 88 AG0980.geopotential number by the normal gravity value computed on the AG0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0980.degrees latitude (g = 980.6199 gals.). AG0980 AG0980.The modeled gravity was interpolated from observed gravity values. AG0980 AG0980; North East Units Scale Converg. AG0980;SPC FL W - 367,783.676 129,314.368 MT 1.00000283 -0 19 56.9 AG0980;UTM 17 - 3,059,762.311 330,687.889 MT 0.99995385 -0 47 48.3 AG0980 AG0980: Primary Azimuth Mark Grid Az AG0980:SPC FL W - TAMP 040 29 15.3 AG0980:UTM 17 - TAMP 040 57 06.7 AG0980 AG0980|---------------------------------------------------------------------| AG0980| PID Reference Object Distance Geod. Az | AG0980| dddmmss.s | AG0980| AG2478 TAMP APPROX. 5.8 KM 0400918.4 | AG0980| AG2513 FORT DESOTO PARK COUNTY TANK APPROX. 2.1 KM 1861312.9 | AG0980|---------------------------------------------------------------------| AG0980 AG0980 SUPERSEDED SURVEY CONTROL AG0980 AG0980 NAD 83(1986)- 27 39 04.97980(N) 082 42 58.93638(W) AD( ) 1 AG0980 NAD 27 - 27 39 03.86631(N) 082 42 59.57579(W) AD( ) 1 AG0980 NGVD 29 - 4.468 (m) 14.66 (f) ADJ UNCH 2 2 AG0980 AG0980.Superseded values are not recommended for survey control. AG0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0980.See file dsdata.txt to determine how the superseded data were derived. AG0980 AG0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3068859762(NAD 83) AG0980_MARKER: DD = SURVEY DISK AG0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0980_STAMPING: TAMP D AG0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0980+STABILITY: SURFACE MOTION AG0980 AG0980 HISTORY - Date Condition Report By AG0980 HISTORY - 1973 MONUMENTED FL-103 AG0980 HISTORY - 1976 GOOD NGS AG0980 HISTORY - 1986 MARK NOT FOUND USPSQD AG0980 HISTORY - 19910426 MARK NOT FOUND USPSQD AG0980 HISTORY - 19991129 MARK NOT FOUND USPSQD AG0980 HISTORY - 20000130 POOR USPSQD AG0980 HISTORY - 20010331 MARK NOT FOUND NGS AG0980 AG0980 STATION DESCRIPTION AG0980 AG0980'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG0980'LOCATED ON THE NORTH-SOUTH BAYWAY TO FORT DESOTO PARK NEAR TOLL AG0980'PLAZA NUMBER 4. AG0980' AG0980'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND CENTRAL AVENUE AG0980'IN ST. PETERSBURG, GO SOUTH ON U.S. HIGHWAY 19 FOR 3.5 MILES TO AG0980'THE JUNCTION OF THE BAYWAY ON THE RIGHT. TURN RIGHT AS PER SIGN AG0980'FORT DESOTO PARK AND GO WEST FOR 0.7 MILE TO A TOLL BOOTH. AG0980'CONTINUE WESTWARDLY FOR 1.35 MILES TO A SIDE ROAD LEFT. TURN LEFT AG0980'AND GO SOUTHWARDLY AS PER SIGN FT. DESOTO PARK FOR 0.65 MILE TO AG0980'A TOLL BOOTH. CONTINUE SOUTHWARDLY FOR 3.8 MILES TO A TOLL AG0980'BOOTH. CONTINUE SOUTHWARDLY FOR 0.2 MILE TO THE AG0980'BRIDGE OVER BUNCES PASS AND STATION AT THE NORTHEAST CORNER OF THE AG0980'BRIDGE AS DESCRIBED AG0980' AG0980'BRONZE DISK STAMPED TAMP-D SET IN THE TOP OF A 12 INCH DIAMETER AG0980'ROUND CONCRETE MONUMENT THAT IS 2 INCHES ABOVE THE GROUND. THE AG0980'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES AG0980'BELOW THE GROUND SURFACE. IT IS ABOUT 10 FEET NORTHEAST OF THE AG0980'NORTHEAST CORNER OF THE BRIDGE AND 25 FEET EAST OF THE CENTER OF AG0980'PAVEMENT OF THE BAYWAY. AG0980' AG0980'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0980 AG0980 STATION RECOVERY (1976) AG0980 AG0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0980'IN ST PETERSBURG. AG0980'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S. AG0980'ALT. HWY. 19A (PINELLAS BAYWAY, SR 682). RUN WESTERLY ON PINELLAS AG0980'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF SR 693 (PAVED SIDE ROAD AG0980'LEADING SOUTH TO FORT DESOTO PARK). TURN LEFT ON SR 693 AND RUN AG0980'SOUTHERLY FOR 4.75 MILES TO THE N.E. CORNER OF BRIDGE. STATION ON AG0980'LEFT, 22.5 FT. EAST OF THE CENTERLINE OF SR 693, 68.5 FT. EAST OF AG0980'POWER POLE (NUMBER X-957), 8.9 FT. N.E. OF THE N.E. CORNER OF BRIDGE. AG0980'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. AG0980 AG0980 STATION RECOVERY (1986) AG0980 AG0980'RECOVERY NOTE BY US POWER SQUADRON 1986 (PC) AG0980'MARK NOT FOUND. AG0980 AG0980 STATION RECOVERY (1991) AG0980 AG0980'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG0980'MARK NOT FOUND. AG0980 AG0980 STATION RECOVERY (1999) AG0980 AG0980'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0980'MARK NOT FOUND. AG0980 AG0980 STATION RECOVERY (2000) AG0980 AG0980'RECOVERY NOTE BY US POWER SQUADRON 2000 AG0980'MARK RECOVERED IN POOR CONDITION. AG0980 AG0980 STATION RECOVERY (2001) AG0980 AG0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0980'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG0990 *********************************************************************** AG0990 DESIGNATION - TH 90 RM 1 USE AG0990 PID - AG0990 AG0990 STATE/COUNTY- FL/PINELLAS AG0990 USGS QUAD - PORT TAMPA (1983) AG0990 AG0990 *CURRENT SURVEY CONTROL AG0990 ___________________________________________________________________ AG0990* NAD 83(1986)- 27 46 25. (N) 082 37 11. (W) SCALED AG0990* NAVD 88 - 2.284 (meters) 7.49 (feet) ADJUSTED AG0990 ___________________________________________________________________ AG0990 GEOID HEIGHT- -24.44 (meters) GEOID99 AG0990 DYNAMIC HT - 2.280 (meters) 7.48 (feet) COMP AG0990 MODELED GRAV- 979,173.5 (mgal) NAVD 88 AG0990 AG0990 VERT ORDER - SECOND CLASS II AG0990 AG0990.The horizontal coordinates were scaled from a topographic map and have AG0990.an estimated accuracy of +/- 6 seconds. AG0990 AG0990.The orthometric height was determined by differential leveling AG0990.and adjusted by the National Geodetic Survey in June 1991. AG0990 AG0990.The geoid height was determined by GEOID99. AG0990 AG0990.The dynamic height is computed by dividing the NAVD 88 AG0990.geopotential number by the normal gravity value computed on the AG0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0990.degrees latitude (g = 980.6199 gals.). AG0990 AG0990.The modeled gravity was interpolated from observed gravity values. AG0990 AG0990; North East Units Estimated Accuracy AG0990;SPC FL W - 381,280. 138,920. MT (+/- 180 meters Scaled) AG0990 AG0990 SUPERSEDED SURVEY CONTROL AG0990 AG0990 NGVD 29 - 2.552 (m) 8.37 (f) ADJ UNCH 2 2 AG0990 AG0990.Superseded values are not recommended for survey control. AG0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0990.See file dsdata.txt to determine how the superseded data were derived. AG0990 AG0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL404731(NAD 83) AG0990_MARKER: DR = REFERENCE MARK DISK AG0990_SETTING: 30 = SEAWALL AG0990_STAMPING: TH-90 RM 1 1975 AG0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0990 AG0990 HISTORY - Date Condition Report By AG0990 HISTORY - 1975 MONUMENTED DOD AG0990 HISTORY - 1975 GOOD FLDT AG0990 HISTORY - 20030301 MARK NOT FOUND USPSQD AG0990 AG0990 STATION DESCRIPTION AG0990 AG0990'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0990'AT ST PETERSBURG. AG0990'TO REACH STATION FROM THE INTERSECTION OF 4TH STREET N. (S.R. 687) AG0990'AND 5TH AVE. N. (S.R. 595), RUN SOUTHERLY ON 4TH STREET N. FOR AG0990'0.3 MLE TO THE INTERSECTION OF 2ND AVE. N., TURN LEFT ON 2ND AG0990'AVE. N. AND RUN EASTERLY FOR 1.1 MILE TO THE NE END OF THE ST. AG0990'PETERSBURG MUNICIPAL PIER. STATION ON RIGHT, IN THE NE CORNER, AG0990'33.0 FT. EAST OF THE CENTERLINE OF DRIVE, 9.0 FT. NORTH OF THE AG0990'EXTENDED CENTERLINE OF DRIVE, 14.0 FT. WEST OF THE EASTERLY AG0990'SEAWALL, 28.0 FT. SOUTH OF THE NORTHERLY SEAWALL. SET IN TOP AG0990'OF THE CONCRETE SEAWALL. SECTION 20, T 31 S, R 17 E. AG0990 AG0990 STATION RECOVERY (2003) AG0990 AG0990'RECOVERY NOTE BY US POWER SQUADRON 2003 (TFK) AG0990'DIRECTIONS LEADS ONE TO A CONCRETE BASE FOR A FLAG POLE BUILT WHERE AG0990'MARKER SHOULD BE 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7351 *********************************************************************** AG7351 DESIGNATION - TURTLE 2 F RESET AG7351 PID - AG7351 AG7351 STATE/COUNTY- FL/PINELLAS AG7351 USGS QUAD - SEMINOLE (1995) AG7351 AG7351 *CURRENT SURVEY CONTROL AG7351 ___________________________________________________________________ AG7351* NAD 83(1986)- 27 48 49. (N) 082 46 23. (W) SCALED AG7351* NAVD 88 - 3.00 (+/-2cm) 9.8 (feet) VERTCON AG7351 ___________________________________________________________________ AG7351 GEOID HEIGHT- -24.25 (meters) GEOID99 AG7351 AG7351 VERT ORDER - THIRD (See Below) AG7351 AG7351.The horizontal coordinates were scaled from a topographic map and have AG7351.an estimated accuracy of +/- 6 seconds. AG7351 AG7351.The NAVD 88 height was computed by applying the VERTCON shift value to AG7351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7351.The vertical order pertains to the superseded datum. AG7351 AG7351.The geoid height was determined by GEOID99. AG7351 AG7351; North East Units Estimated Accuracy AG7351;SPC FL W - 385,800. 123,830. MT (+/- 180 meters Scaled) AG7351 AG7351 SUPERSEDED SURVEY CONTROL AG7351 AG7351 NGVD 29 - 3.27 (m) 10.7 (f) RESET 3 AG7351 AG7351.Superseded values are not recommended for survey control. AG7351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7351.See file dsdata.txt to determine how the superseded data were derived. AG7351 AG7351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL253778(NAD 83) AG7351_MARKER: DB = BENCH MARK DISK AG7351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7351_STAMPING: TURTLE 2 F AG7351_MARK LOGO: FL-103 AG7351_PROJECTION: FLUSH AG7351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7351+STABILITY: SURFACE MOTION AG7351 AG7351 HISTORY - Date Condition Report By AG7351 HISTORY - 1979 MONUMENTED FL-103 AG7351 HISTORY - 1983 MARK NOT FOUND USPSQD AG7351 HISTORY - 1990 MARK NOT FOUND USPSQD AG7351 AG7351 STATION DESCRIPTION AG7351 AG7351'DESCRIBED BY PINELLAS COUNTY FLORIDA 1979 AG7351'1.2 MI WEST FROM SEMINOLE. AG7351'1.20 MILES WESTERLY ALONG U.S. ALT. 19 FROM THE INTERSECTION AG7351'OF PARK STREET (STATE ROUTE 695 AND COUNTY ROAD 34) AND U.S. ALT. AG7351'19 (STATE ROUTE 595 AND TYRONE BLVD.), 52.8 FEET NORTH OF THE AG7351'CENTERLINE OF U.S. ALT. 19, 107.5 FEET WEST OF POWERPOLE , 21.4 AG7351'FEET NORTH OF THE NORTH EDGE OF PAVEMENT, 17.0 FEET EAST EDGE AG7351'OF DRIVEWAY, SITE GAS STATION, ANN 17.5 FEET WEST-SOUTHWEST OF AG7351'AN 8-INCH PALM TREE. AG7351 AG7351 STATION RECOVERY (1983) AG7351 AG7351'RECOVERY NOTE BY US POWER SQUADRON 1983 (GGH) AG7351'MARKER LOST. AG7351' AG7351'NEW BUILDING HAS BEEN CONSTRUCTED WHERE MARKER SHOULD BE - LIGHT AG7351'POLE HAS BEEN REMOVED AND MODERN POLES SET WHEN HIGHWAY SR595 WAS AG7351'CONVERTED TO SEVEN LANE ROAD IN 1980 TO 1982. AG7351' AG7351'INVESTIGATION 5/21/83 1500 HOURS. AG7351 AG7351 STATION RECOVERY (1990) AG7351 AG7351'RECOVERY NOTE BY US POWER SQUADRON 1990 (WF) AG7351'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG7370 *********************************************************************** AG7370 DESIGNATION - TURTLE 2 G RESET AG7370 PID - AG7370 AG7370 STATE/COUNTY- FL/PINELLAS AG7370 USGS QUAD - SEMINOLE (1995) AG7370 AG7370 *CURRENT SURVEY CONTROL AG7370 ___________________________________________________________________ AG7370* NAD 83(1986)- 27 48 37. (N) 082 45 11. (W) SCALED AG7370* NAVD 88 - 4.11 (+/-2cm) 13.5 (feet) VERTCON AG7370 ___________________________________________________________________ AG7370 GEOID HEIGHT- -24.27 (meters) GEOID99 AG7370 AG7370 VERT ORDER - THIRD (See Below) AG7370 AG7370.The horizontal coordinates were scaled from a topographic map and have AG7370.an estimated accuracy of +/- 6 seconds. AG7370 AG7370.The NAVD 88 height was computed by applying the VERTCON shift value to AG7370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG7370.The vertical order pertains to the superseded datum. AG7370 AG7370.The geoid height was determined by GEOID99. AG7370 AG7370; North East Units Estimated Accuracy AG7370;SPC FL W - 385,410. 125,800. MT (+/- 180 meters Scaled) AG7370 AG7370 SUPERSEDED SURVEY CONTROL AG7370 AG7370 NGVD 29 - 4.38 (m) 14.4 (f) RESET 3 AG7370 AG7370.Superseded values are not recommended for survey control. AG7370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7370.See file dsdata.txt to determine how the superseded data were derived. AG7370 AG7370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL273774(NAD 83) AG7370_MARKER: DB = BENCH MARK DISK AG7370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7370_STAMPING: TURTLE 2 G AG7370_MARK LOGO: FL-103 AG7370_PROJECTION: FLUSH AG7370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7370+STABILITY: SURFACE MOTION AG7370 AG7370 HISTORY - Date Condition Report By AG7370 HISTORY - 1979 MONUMENTED FL-103 AG7370 HISTORY - 1983 MARK NOT FOUND USPSQD AG7370 AG7370 STATION DESCRIPTION AG7370 AG7370'DESCRIBED BY PINELLAS COUNTY FLORIDA 1979 AG7370'IN ST PETERSBURG. AG7370'AT THE INTERSECTION OF PARK STREET (STATE ROUTE 695/COUNTY ROUTE AG7370'34) AND U.S. ALT 19 (STATE ROUTE 595/TYRONE BLVD), 11.2 FEET AG7370'SOUTHWEST OF RAILROAD CROSSING GATE, 38.3 FEET SOUTHEAST OF AG7370'RAILROAD CROSSING GATE, 31.4 FEET WEST OF CENTERLINE OF THE AG7370'SOUTHBOUND LANES OF PARK STREET, 37.0 FEET NORTH OF POWERPOLE AG7370'NO 1A-50936R, AND 8.6 FEET NORTH OF THE CENTERLINE OF MAIN AG7370'RAILROAD TRACK. AG7370 AG7370 STATION RECOVERY (1983) AG7370 AG7370'RECOVERY NOTE BY US POWER SQUADRON 1983 (GGH) AG7370'MARK DESTROYED. AG7370' AG7370'STATION LOST. AG7370' AG7370'MARK LOST WHEN THIS ENTIRE PARK ST AND TYRON BLVD ROAD SYSTEM WAS AG7370'IMPROVED IN 1981 AND 1982. AG7370' AG7370'HOWEVER DEPT OF TRANSPORTATION OF FDLE ESTABLISHED 2 NEW MARKS ON AG7370'BOTH SIDE OF PARK ST. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5328 *********************************************************************** AG5328 DESIGNATION - U 262 AG5328 PID - AG5328 AG5328 STATE/COUNTY- FL/PINELLAS AG5328 USGS QUAD - ST PETERSBURG (1987) AG5328 AG5328 *CURRENT SURVEY CONTROL AG5328 ___________________________________________________________________ AG5328* NAD 83(1986)- 27 51 39. (N) 082 38 19. (W) SCALED AG5328* NAVD 88 - 0.849 (meters) 2.79 (feet) ADJUSTED AG5328 ___________________________________________________________________ AG5328 GEOID HEIGHT- -24.54 (meters) GEOID99 AG5328 DYNAMIC HT - 0.847 (meters) 2.78 (feet) COMP AG5328 MODELED GRAV- 979,181.1 (mgal) NAVD 88 AG5328 AG5328 VERT ORDER - SECOND CLASS I AG5328 AG5328.The horizontal coordinates were scaled from a topographic map and have AG5328.an estimated accuracy of +/- 6 seconds. AG5328 AG5328.The orthometric height was determined by differential leveling AG5328.and adjusted by the National Geodetic Survey in June 1991. AG5328 AG5328.The geoid height was determined by GEOID99. AG5328 AG5328.The dynamic height is computed by dividing the NAVD 88 AG5328.geopotential number by the normal gravity value computed on the AG5328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5328.degrees latitude (g = 980.6199 gals.). AG5328 AG5328.The modeled gravity was interpolated from observed gravity values. AG5328 AG5328; North East Units Estimated Accuracy AG5328;SPC FL W - 390,950. 137,110. MT (+/- 180 meters Scaled) AG5328 AG5328 SUPERSEDED SURVEY CONTROL AG5328 AG5328 NGVD 29 - 1.109 (m) 3.64 (f) ADJ UNCH 2 1 AG5328 AG5328.Superseded values are not recommended for survey control. AG5328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5328.See file dsdata.txt to determine how the superseded data were derived. AG5328 AG5328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386828(NAD 83) AG5328_MARKER: DB = BENCH MARK DISK AG5328_SETTING: 30 = CULVERT AG5328_STAMPING: U 262 1966 AG5328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG5328 AG5328 HISTORY - Date Condition Report By AG5328 HISTORY - 1966 MONUMENTED CGS AG5328 HISTORY - 1975 GOOD NGS AG5328 HISTORY - 1975 GOOD FLDT AG5328 HISTORY - 1975 GOOD FLDT AG5328 HISTORY - 1978 GOOD LOCSUR AG5328 HISTORY - 19990216 MARK NOT FOUND USPSQD AG5328 HISTORY - 20010331 MARK NOT FOUND NGS AG5328 AG5328 STATION DESCRIPTION AG5328 AG5328'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AG5328'6.1 MI N FROM ST PETERSBURG. AG5328'ABOUT 6.1 MILES NORTH ALONG N. 4TH STREET FROM THE POST OFFICE AG5328'AT ST. PETERSBURG, ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF AG5328'GANDY BOULEVARD, ABOUT 75 YARDS NORTH OF THE JUNCTION OF STATE AG5328'HIGHWAY S 694 LEADING WEST, 30 FEET WEST OF THE CENTER LINE OF AG5328'THE SOUTH-BOUND LANE OF THE STREET, ABOUT 2 FEET BELOW THE AG5328'LEVEL OF THE STREET AND IN THE TOP OF THE NORTH END OF THE WEST AG5328'CONCRETE HEAD WALL FOR A TRIPLE BOX CULVERT. AG5328 AG5328 STATION RECOVERY (1975) AG5328 AG5328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 AG5328'RECOVERED IN GOOD CONDITION. AG5328 AG5328 STATION RECOVERY (1975) AG5328 AG5328'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG5328'RECOVERED IN GOOD CONDITION. AG5328 AG5328 STATION RECOVERY (1975) AG5328 AG5328'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG5328'RECOVERED IN GOOD CONDITION. AG5328 AG5328 STATION RECOVERY (1978) AG5328 AG5328'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978 AG5328'RECOVERED IN GOOD CONDITION. AG5328 AG5328 STATION RECOVERY (1999) AG5328 AG5328'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5328'MARK NOT FOUND. AG5328 AG5328 STATION RECOVERY (2001) AG5328 AG5328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5328'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG9341 *********************************************************************** AG9341 DESIGNATION - U 262 RESET AG9341 PID - AG9341 AG9341 STATE/COUNTY- FL/PINELLAS AG9341 USGS QUAD - ST PETERSBURG (1987) AG9341 AG9341 *CURRENT SURVEY CONTROL AG9341 ___________________________________________________________________ AG9341* NAD 83(1986)- 27 51 39. (N) 082 38 19. (W) SCALED AG9341* NAVD 88 - 0.84 (meters) 2.8 (feet) RESET AG9341 ___________________________________________________________________ AG9341 GEOID HEIGHT- -24.54 (meters) GEOID99 AG9341 AG9341 VERT ORDER - THIRD AG9341 AG9341.The horizontal coordinates were scaled from a topographic map and have AG9341.an estimated accuracy of +/- 6 seconds. AG9341 AG9341.The orthometric height was computed from unverified reset data. AG9341.No vertical observational check was made to the station. AG9341 AG9341.The geoid height was determined by GEOID99. AG9341 AG9341; North East Units Estimated Accuracy AG9341;SPC FL W - 390,950. 137,110. MT (+/- 180 meters Scaled) AG9341 AG9341 SUPERSEDED SURVEY CONTROL AG9341 AG9341 NGVD 29 - 1.10 (m) 3.6 (f) RESET 3 AG9341 AG9341.Superseded values are not recommended for survey control. AG9341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG9341.See file dsdata.txt to determine how the superseded data were derived. AG9341 AG9341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386828(NAD 83) AG9341_MARKER: DB = BENCH MARK DISK AG9341_SETTING: 32 = HEADWALL AG9341_STAMPING: U 262 RESET 1984 AG9341_MARK LOGO: NGS AG9341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG9341+STABILITY: SURFACE MOTION AG9341 AG9341 HISTORY - Date Condition Report By AG9341 HISTORY - 1984 MONUMENTED NGS AG9341 HISTORY - 19990209 GOOD USPSQD AG9341 HISTORY - 20010331 GOOD NGS AG9341 AG9341 STATION DESCRIPTION AG9341 AG9341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 AG9341'9.8 KM (6.10 MI) NORTH FROM ST PETERSBURG. AG9341'9.76 KM (6.05 MI) NORTH ALONG NORTH 4TH STREET FROM THE OLD POST AG9341'OFFICE IN ST. PETERSBURG, 0.32 KM (0.20 MI) SOUTH OF THE JUNCTION OF AG9341'GANDY BOULEVARD, ABOUT 60 YARDS NORTHEAST OF THE JUNCTION OF NORTH AG9341'4TH STREET AND KOGER BOULEVARD N, 30.0 FEET (9.14 M) EAST OF THE AG9341'CENTER OF THE NORTH-BOUND LANE OF 4TH STREET, 10.0 FEET (3.05 M) AG9341'SOUTHWEST OF A LARGE SIGN, LONG BRIDGE AHEAD CHECK GAS AND 2.5 FEET AG9341'(0.76 M) SOUTH OF THE NORTH END OF EAST HEADWALL. AG9341'THE MARK IS 0.3 METERS W FROM A WITNESS POST AG9341'THE MARK IS 0.6 M BELOW STREET. AG9341 AG9341 STATION RECOVERY (1999) AG9341 AG9341'RECOVERY NOTE BY US POWER SQUADRON 1999 AG9341'RECOVERED IN GOOD CONDITION. AG9341 AG9341 STATION RECOVERY (2001) AG9341 AG9341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG9341'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5327 *********************************************************************** AG5327 DESIGNATION - V 262 AG5327 PID - AG5327 AG5327 STATE/COUNTY- FL/PINELLAS AG5327 USGS QUAD - ST PETERSBURG (1987) AG5327 AG5327 *CURRENT SURVEY CONTROL AG5327 ___________________________________________________________________ AG5327* NAD 83(1986)- 27 51 11. (N) 082 38 18. (W) SCALED AG5327* NAVD 88 - 1.340 (meters) 4.40 (feet) ADJUSTED AG5327 ___________________________________________________________________ AG5327 GEOID HEIGHT- -24.52 (meters) GEOID99 AG5327 DYNAMIC HT - 1.338 (meters) 4.39 (feet) COMP AG5327 MODELED GRAV- 979,180.6 (mgal) NAVD 88 AG5327 AG5327 VERT ORDER - FIRST CLASS I AG5327 AG5327.The horizontal coordinates were scaled from a topographic map and have AG5327.an estimated accuracy of +/- 6 seconds. AG5327 AG5327.The orthometric height was determined by differential leveling AG5327.and adjusted by the National Geodetic Survey in June 1991. AG5327 AG5327.The geoid height was determined by GEOID99. AG5327 AG5327.The dynamic height is computed by dividing the NAVD 88 AG5327.geopotential number by the normal gravity value computed on the AG5327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5327.degrees latitude (g = 980.6199 gals.). AG5327 AG5327.The modeled gravity was interpolated from observed gravity values. AG5327 AG5327; North East Units Estimated Accuracy AG5327;SPC FL W - 390,090. 137,130. MT (+/- 180 meters Scaled) AG5327 AG5327 SUPERSEDED SURVEY CONTROL AG5327 AG5327 NGVD 29 - 1.601 (m) 5.25 (f) ADJ UNCH 1 1 AG5327 AG5327.Superseded values are not recommended for survey control. AG5327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5327.See file dsdata.txt to determine how the superseded data were derived. AG5327 AG5327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386820(NAD 83) AG5327_MARKER: DB = BENCH MARK DISK AG5327_SETTING: 30 = WALL AG5327_STAMPING: V 262 1966 AG5327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG5327 AG5327 HISTORY - Date Condition Report By AG5327 HISTORY - 1966 MONUMENTED CGS AG5327 HISTORY - 19990209 MARK NOT FOUND USPSQD AG5327 HISTORY - 20010331 MARK NOT FOUND NGS AG5327 AG5327 STATION DESCRIPTION AG5327 AG5327'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AG5327'5.6 MI N FROM ST PETERSBURG. AG5327'ABOUT 5.6 MILES NORTH ALONG N. 4TH STREET FROM THE POST OFFICE AG5327'AT ST. PETERSBURG, NEAR THE INTERSECTION OF 89TH AVENUE N., 40.5 AG5327'FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 8 FEET EAST OF THE AG5327'EAST CURB OF THE STREET, ABOUT LEVEL WITH THE STREET AND SET IN AG5327'THE TOP OF A CONCRETE WALL FOR A 5-FOOT MANHOLE WITH METAL COVER. AG5327 AG5327 STATION RECOVERY (1999) AG5327 AG5327'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5327'MARK NOT FOUND. AG5327 AG5327 STATION RECOVERY (2001) AG5327 AG5327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5327'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5323 *********************************************************************** AG5323 DESIGNATION - W 262 AG5323 PID - AG5323 AG5323 STATE/COUNTY- FL/PINELLAS AG5323 USGS QUAD - ST PETERSBURG (1987) AG5323 AG5323 *CURRENT SURVEY CONTROL AG5323 ___________________________________________________________________ AG5323* NAD 83(1986)- 27 49 42. (N) 082 38 21. (W) SCALED AG5323* NAVD 88 - 2.249 (meters) 7.38 (feet) ADJUSTED AG5323 ___________________________________________________________________ AG5323 GEOID HEIGHT- -24.48 (meters) GEOID99 AG5323 DYNAMIC HT - 2.246 (meters) 7.37 (feet) COMP AG5323 MODELED GRAV- 979,178.7 (mgal) NAVD 88 AG5323 AG5323 VERT ORDER - FIRST CLASS I AG5323 AG5323.The horizontal coordinates were scaled from a topographic map and have AG5323.an estimated accuracy of +/- 6 seconds. AG5323 AG5323.The orthometric height was determined by differential leveling AG5323.and adjusted by the National Geodetic Survey in June 1991. AG5323.WARNING-Repeat measurements at this control monument indicate possible AG5323.vertical movement. AG5323 AG5323.The geoid height was determined by GEOID99. AG5323 AG5323.The dynamic height is computed by dividing the NAVD 88 AG5323.geopotential number by the normal gravity value computed on the AG5323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5323.degrees latitude (g = 980.6199 gals.). AG5323 AG5323.The modeled gravity was interpolated from observed gravity values. AG5323 AG5323; North East Units Estimated Accuracy AG5323;SPC FL W - 387,350. 137,030. MT (+/- 180 meters Scaled) AG5323 AG5323 SUPERSEDED SURVEY CONTROL AG5323 AG5323 NGVD 29 - 2.512 (m) 8.24 (f) ADJ UNCH 1 1 AG5323 AG5323.Superseded values are not recommended for survey control. AG5323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5323.See file dsdata.txt to determine how the superseded data were derived. AG5323 AG5323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL385792(NAD 83) AG5323_MARKER: DB = BENCH MARK DISK AG5323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG5323_STAMPING: W 262 1966 AG5323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5323+STABILITY: SURFACE MOTION AG5323 AG5323 HISTORY - Date Condition Report By AG5323 HISTORY - 1966 MONUMENTED CGS AG5323 HISTORY - 1973 GOOD NGS AG5323 HISTORY - 1974 GOOD NGS AG5323 HISTORY - 1977 GOOD FL-103 AG5323 HISTORY - 19990216 MARK NOT FOUND USPSQD AG5323 HISTORY - 20010331 MARK NOT FOUND NGS AG5323 AG5323 STATION DESCRIPTION AG5323 AG5323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AG5323'AT ST PETERSBURG. AG5323'AT THE INTERSECTION OF 4TH STREET AND 62ND AVENUE, ABOUT 4 MILES AG5323'NORTH OF DOWNTOWN ST. PETERSBURG, IN THE SOUTHWEST CORNER OF AG5323'INTERSECTION, 20 FEET WEST OF A PROJECTED LINE OF THE WEST CURB AG5323'OF 62ND AVENUE, 16 FEET NORTHEAST OF A FIRE HYDRANT, 9 FEET EAST AG5323'OF THE EAST SIDE OF A CONCRETE UTILITY POLE NUMBERED 101311, 1 AG5323'FOOT SOUTH OF THE SOUTH CURB OF 62ND AVENUE, A DISK STAMPED AG5323'W 262 1966 AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE AG5323'MONUMENT THAT PROJECTS 8-INCHES. NOTE-- VERY CLOSE TO THE ROAD. AG5323'THE AVENUE HAS BEEN WIDENED. AG5323 AG5323 STATION RECOVERY (1974) AG5323 AG5323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 AG5323'RECOVERED IN GOOD CONDITION. AG5323 AG5323 STATION RECOVERY (1977) AG5323 AG5323'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977 AG5323'RECOVERED IN GOOD CONDITION. AG5323 AG5323 STATION RECOVERY (1999) AG5323 AG5323'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5323'MARK NOT FOUND. AG5323 AG5323 STATION RECOVERY (2001) AG5323 AG5323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5323'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG6427 *********************************************************************** AG6427 DESIGNATION - W 262 RESET 1973 AG6427 PID - AG6427 AG6427 STATE/COUNTY- FL/PINELLAS AG6427 USGS QUAD - PORT TAMPA (1983) AG6427 AG6427 *CURRENT SURVEY CONTROL AG6427 ___________________________________________________________________ AG6427* NAD 83(1986)- 27 49 43. (N) 082 32 33. (W) SCALED AG6427* NAVD 88 - 2.17 (meters) 7.1 (feet) RESET AG6427 ___________________________________________________________________ AG6427 GEOID HEIGHT- -24.64 (meters) GEOID99 AG6427 AG6427 VERT ORDER - THIRD AG6427 AG6427.The horizontal coordinates were scaled from a topographic map and have AG6427.an estimated accuracy of +/- 6 seconds. AG6427 AG6427.The orthometric height was computed from unverified reset data. AG6427 AG6427.The geoid height was determined by GEOID99. AG6427 AG6427; North East Units Estimated Accuracy AG6427;SPC FL W - 387,340. 146,560. MT (+/- 180 meters Scaled) AG6427 AG6427 SUPERSEDED SURVEY CONTROL AG6427 AG6427.No superseded survey control is available for this station. AG6427 AG6427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL480791(NAD 83) AG6427_MARKER: DB = BENCH MARK DISK AG6427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG6427_STAMPING: W 262 RESET 1973 AG6427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG6427+STABILITY: SURFACE MOTION AG6427 AG6427 HISTORY - Date Condition Report By AG6427 HISTORY - 1973 MONUMENTED NGS AG6427 HISTORY - 1974 GOOD NGS AG6427 AG6427 STATION DESCRIPTION AG6427 AG6427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AG6427'AT ST PETERSBURG. AG6427'AT THE INTERSECTION OF 4TH STREET AND 62ND AVENUE, ABOUT 4 MILES AG6427'NORTH OF DOWNTOWN ST. PETERSBURG, IN THE SOUTHWEST CORNER OF THE AG6427'INTERSECTION, 56.5 FEET WEST OF THE WEST CURB OF 4TH STREET, 52.5 AG6427'FEET WEST-SOUTHWEST OF A FIRE HYDRANT, 30.5 FEET SOUTH OF THE AG6427'SOUTH CURB OF 62ND AVENUE, 39.5 FEET SOUTHWEST OF A UTILITY POLE AG6427'NUMBERED 101311, 35 FEET NORTHEAST OF THE NORTHEAST CURB OF AG6427'WASHINGTON CIRCLE NORTH, 1.4 FEET NORTHEAST OF A METAL WITNESS AG6427'POST AND AT THE NORTH END OF A TREE AND SHRUB GARDEN. A DISK AG6427'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT IS SET AG6427'FLUSH WITH THE GROUND SURFACE. AG6427 AG6427 STATION RECOVERY (1974) AG6427 AG6427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 AG6427'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG2116 *********************************************************************** AG2116 DESIGNATION - WEEDON IS CHAN RNG F LT AG2116 PID - AG2116 AG2116 STATE/COUNTY- FL/PINELLAS AG2116 USGS QUAD - PORT TAMPA (1983) AG2116 AG2116 *CURRENT SURVEY CONTROL AG2116 ___________________________________________________________________ AG2116* NAD 83(1990)- 27 51 44.37436(N) 082 35 11.52194(W) ADJUSTED AG2116* NAVD 88 - -0. (meters) -0. (feet) SCALED AG2116 ___________________________________________________________________ AG2116 LAPLACE CORR- -1.65 (seconds) DEFLEC99 AG2116 GEOID HEIGHT- -24.62 (meters) GEOID99 AG2116 AG2116 HORZ ORDER - THIRD AG2116 AG2116.The horizontal coordinates were established by classical geodetic methods AG2116.and adjusted by the National Geodetic Survey in May 1991. AG2116 AG2116.The orthometric height was scaled from a topographic map. AG2116 AG2116.The Laplace correction was computed from DEFLEC99 derived deflections. AG2116 AG2116.The geoid height was determined by GEOID99. AG2116 AG2116; North East Units Scale Converg. AG2116;SPC FL W - 391,091.281 142,237.101 MT 0.99998234 -0 16 26.8 AG2116;UTM 17 - 3,082,962.559 343,798.856 MT 0.99990116 -0 44 29.8 AG2116 AG2116: Primary Azimuth Mark Grid Az AG2116:SPC FL W - TAMPA BAY CUT F RNG R LT 131 37 45.7 AG2116:UTM 17 - TAMPA BAY CUT F RNG R LT 132 05 48.7 AG2116 AG2116|---------------------------------------------------------------------| AG2116| PID Reference Object Distance Geod. Az | AG2116| dddmmss.s | AG2116| AG2132 PORT TAMPA SHELL OIL CO STACK APPROX. 4.3 KM 0974147.5 | AG2116| AG2122 TAMPA BAY CUT F RNG R LT APPROX. 8.3 KM 1312118.9 | AG2116| AG2113 WEEDON ISLAND FLA POWER CO STK APPROX. 1.4 KM 2641841.2 | AG2116|---------------------------------------------------------------------| AG2116 AG2116 SUPERSEDED SURVEY CONTROL AG2116 AG2116 NAD 83(1986)- 27 51 44.37949(N) 082 35 11.53362(W) AD( ) 3 AG2116 NAD 27 - 27 51 43.29295(N) 082 35 12.18024(W) AD( ) 3 AG2116 AG2116.Superseded values are not recommended for survey control. AG2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2116.See file dsdata.txt to determine how the superseded data were derived. AG2116 AG2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4379982963(NAD 83) AG2116_MARKER: 15 = RANGE MARKER AG2116 AG2116 HISTORY - Date Condition Report By AG2116 HISTORY - 1958 FIRST OBSERVED CGS AG2116 HISTORY - 19990216 GOOD USPSQD AG2116 HISTORY - 20010331 GOOD NGS AG2116 AG2116 STATION DESCRIPTION AG2116 AG2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ALW) AG2116'LOCATED ON THE WEST SIDE OF TAMPA BAY ABOUT 1900 YARDS SOUTH AG2116'OF GANDY BRIDGE, ABOUT 1540 YARDS EAST OF FLORIDA POWER AG2116'CORPORATION STACK ON WEEDON ISLAND AND 832 YARDS 156 DEG 59 MIN AG2116'24 SEC IN AZIMUTH (UNADJUSTED) TO WEEDON ISLAND CHANNEL RANGE REAR AG2116'LIGHT. AG2116' AG2116'A WHITE TRIANGULAR DAYMARK ON PILES WITH FLASHING GREEN LIGHT AG2116'ON TOP, 25 FEET ABOVE MHW. AID IS MAINTAINED BY FLORIDA POWER AG2116'CORPORATION. AG2116 AG2116 STATION RECOVERY (1999) AG2116 AG2116'RECOVERY NOTE BY US POWER SQUADRON 1999 AG2116'RECOVERED IN GOOD CONDITION. AG2116 AG2116 STATION RECOVERY (2001) AG2116 AG2116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG2116'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG2118 *********************************************************************** AG2118 DESIGNATION - WEEDON IS CHAN RNG R LT AG2118 PID - AG2118 AG2118 STATE/COUNTY- FL/PINELLAS AG2118 USGS QUAD - PORT TAMPA (1983) AG2118 AG2118 *CURRENT SURVEY CONTROL AG2118 ___________________________________________________________________ AG2118* NAD 83(1990)- 27 52 07.12003(N) 082 35 22.38753(W) ADJUSTED AG2118* NAVD 88 - -0. (meters) -0. (feet) SCALED AG2118 ___________________________________________________________________ AG2118 LAPLACE CORR- -1.63 (seconds) DEFLEC99 AG2118 GEOID HEIGHT- -24.62 (meters) GEOID99 AG2118 AG2118 HORZ ORDER - THIRD AG2118 AG2118.The horizontal coordinates were established by classical geodetic methods AG2118.and adjusted by the National Geodetic Survey in May 1991. AG2118 AG2118.The orthometric height was scaled from a topographic map. AG2118 AG2118.The Laplace correction was computed from DEFLEC99 derived deflections. AG2118 AG2118.The geoid height was determined by GEOID99. AG2118 AG2118; North East Units Scale Converg. AG2118;SPC FL W - 391,792.857 141,943.223 MT 0.99998276 -0 16 32.1 AG2118;UTM 17 - 3,083,666.453 343,510.736 MT 0.99990227 -0 44 35.5 AG2118 AG2118: Primary Azimuth Mark Grid Az AG2118:SPC FL W - TAMPA BAY CUT F RNG R LT 133 43 43.3 AG2118:UTM 17 - TAMPA BAY CUT F RNG R LT 134 11 46.7 AG2118 AG2118|---------------------------------------------------------------------| AG2118| PID Reference Object Distance Geod. Az | AG2118| dddmmss.s | AG2118| AG2132 PORT TAMPA SHELL OIL CO STACK APPROX. 4.7 KM 1054120.1 | AG2118| AG2122 TAMPA BAY CUT F RNG R LT APPROX. 9.0 KM 1332711.2 | AG2118| AG2113 WEEDON ISLAND FLA POWER CO STK APPROX. 1.4 KM 2324338.8 | AG2118|---------------------------------------------------------------------| AG2118 AG2118 SUPERSEDED SURVEY CONTROL AG2118 AG2118 NAD 83(1986)- 27 52 07.12516(N) 082 35 22.39912(W) AD( ) 3 AG2118 NAD 27 - 27 52 06.04109(N) 082 35 23.04576(W) AD( ) 3 AG2118 AG2118.Superseded values are not recommended for survey control. AG2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2118.See file dsdata.txt to determine how the superseded data were derived. AG2118 AG2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4351183666(NAD 83) AG2118_MARKER: 15 = RANGE MARKER AG2118 AG2118 HISTORY - Date Condition Report By AG2118 HISTORY - 1958 FIRST OBSERVED CGS AG2118 HISTORY - 19991116 GOOD USPSQD AG2118 HISTORY - 20010331 GOOD NGS AG2118 AG2118 STATION DESCRIPTION AG2118 AG2118'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ALW) AG2118'LOCATED ON THE WEST SIDE OF TAMPA BAY ABOUT 1000 YARDS SOUTH OF AG2118'GANDY BRIDGE, ABOUT 1520 YARDS NORTHEAST OF FLORIDA POWER AG2118'CORPORATION STACK ON WEEDON ISLAND AND 832 YARDS, 336 DEG 59 MIN AG2118'19 SEC IN AZIMUTH (UNADJUSTED) TO WEEDON ISLAND CHANNEL RANGE AG2118'FRONT LIGHT. AG2118' AG2118'A WHITE TRIANGULAR DAYMARK ON PILES WITH FLASHING GREEN LIGHT AG2118'ON TOP, 46 FEET ABOVE MHW. AID IS MAINTAINED BY FLORIDA POWER AG2118'CORPORATION. AG2118 AG2118 STATION RECOVERY (1999) AG2118 AG2118'RECOVERY NOTE BY US POWER SQUADRON 1999 AG2118'RECOVERED IN GOOD CONDITION. AG2118 AG2118 STATION RECOVERY (2001) AG2118 AG2118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG2118'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG2113 *********************************************************************** AG2113 DESIGNATION - WEEDON ISLAND FLA POWER CO STK AG2113 PID - AG2113 AG2113 STATE/COUNTY- FL/PINELLAS AG2113 USGS QUAD - PORT TAMPA (1983) AG2113 AG2113 *CURRENT SURVEY CONTROL AG2113 ___________________________________________________________________ AG2113* NAD 83(1990)- 27 51 39.83927(N) 082 36 02.71943(W) ADJUSTED AG2113* NAVD 88 - AG2113 ___________________________________________________________________ AG2113 LAPLACE CORR- -1.68 (seconds) DEFLEC99 AG2113 GEOID HEIGHT- -24.60 (meters) GEOID99 AG2113 AG2113 HORZ ORDER - THIRD AG2113 AG2113.The horizontal coordinates were established by classical geodetic methods AG2113.and adjusted by the National Geodetic Survey in May 1991. AG2113 AG2113 AG2113.The Laplace correction was computed from DEFLEC99 derived deflections. AG2113 AG2113.The geoid height was determined by GEOID99. AG2113 AG2113; North East Units Scale Converg. AG2113;SPC FL W - 390,958.465 140,835.827 MT 0.99998437 -0 16 50.7 AG2113;UTM 17 - 3,082,841.190 342,396.657 MT 0.99990659 -0 44 53.6 AG2113 AG2113 SUPERSEDED SURVEY CONTROL AG2113 AG2113 NAD 83(1986)- 27 51 39.84446(N) 082 36 02.73133(W) AD( ) 4 AG2113 NAD 27 - 27 51 38.75802(N) 082 36 03.38008(W) AD( ) 3 AG2113 AG2113.Superseded values are not recommended for survey control. AG2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2113.See file dsdata.txt to determine how the superseded data were derived. AG2113 AG2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4239782841(NAD 83) AG2113_MARKER: 63 = STACK AG2113 AG2113 HISTORY - Date Condition Report By AG2113 HISTORY - 1957 FIRST OBSERVED CGS AG2113 HISTORY - 1961 SEE DESCRIPTION CGS AG2113 HISTORY - 1972 GOOD NGS AG2113 HISTORY - 19990216 GOOD USPSQD AG2113 HISTORY - 20010331 GOOD NGS AG2113 AG2113 STATION DESCRIPTION AG2113 AG2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VRS) AG2113'THIS STATION WAS RECOVERED IN MAY 1961. AN IDENTICAL STACK HAS AG2113'BEEN BUILT 132.0 FT. DUE NORTH OF THE STATION. AG2113 AG2113 STATION RECOVERY (1972) AG2113 AG2113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCL) AG2113'THE STATION IS THE TOP CENTER OF THE SOUTH ONE OF THREE IDENTICAL AG2113'STACKS OWNED BY THE FLORIDA POWER CORP. THE STACK IS 20 FEET IN AG2113'DIAMETER AT THE BASE, A CONCRETE STRUCTURE TAN IN COLOR WITH A AG2113'BLACK TOP AND IS APPROXIMATELY 299 FEET HIGH. AG2113' AG2113'LOCATED IN THE NOTHERN SECTION OF ST. PETERSBURG, AT THE AG2113'SOUTHEAST CORNER OF FLORIDA POWER CORP. PAUL L. BARTOW PLANT AG2113'COMPLEX ON WEEDON ISLAND. AG2113 AG2113 STATION RECOVERY (1999) AG2113 AG2113'RECOVERY NOTE BY US POWER SQUADRON 1999 AG2113'RECOVERED IN GOOD CONDITION. AG2113 AG2113 STATION RECOVERY (2001) AG2113 AG2113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG2113'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5281 *********************************************************************** AG5281 DESIGNATION - X 262 AG5281 PID - AG5281 AG5281 STATE/COUNTY- FL/PINELLAS AG5281 USGS QUAD - PORT TAMPA (1983) AG5281 AG5281 *CURRENT SURVEY CONTROL AG5281 ___________________________________________________________________ AG5281* NAD 83(1986)- 27 49 42. (N) 082 37 09. (W) SCALED AG5281* NAVD 88 - 1.741 (meters) 5.71 (feet) ADJUSTED AG5281 ___________________________________________________________________ AG5281 GEOID HEIGHT- -24.52 (meters) GEOID99 AG5281 DYNAMIC HT - 1.739 (meters) 5.71 (feet) COMP AG5281 MODELED GRAV- 979,178.2 (mgal) NAVD 88 AG5281 AG5281 VERT ORDER - FIRST CLASS I AG5281 AG5281.The horizontal coordinates were scaled from a topographic map and have AG5281.an estimated accuracy of +/- 6 seconds. AG5281 AG5281.The orthometric height was determined by differential leveling AG5281.and adjusted by the National Geodetic Survey in June 1991. AG5281 AG5281.The geoid height was determined by GEOID99. AG5281 AG5281.The dynamic height is computed by dividing the NAVD 88 AG5281.geopotential number by the normal gravity value computed on the AG5281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5281.degrees latitude (g = 980.6199 gals.). AG5281 AG5281.The modeled gravity was interpolated from observed gravity values. AG5281 AG5281; North East Units Estimated Accuracy AG5281;SPC FL W - 387,340. 139,000. MT (+/- 180 meters Scaled) AG5281 AG5281 SUPERSEDED SURVEY CONTROL AG5281 AG5281 NGVD 29 - 2.004 (m) 6.57 (f) ADJ UNCH 1 1 AG5281 AG5281.Superseded values are not recommended for survey control. AG5281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5281.See file dsdata.txt to determine how the superseded data were derived. AG5281 AG5281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL405792(NAD 83) AG5281_MARKER: DB = BENCH MARK DISK AG5281_SETTING: 30 = WALL AG5281_STAMPING: X 262 1966 AG5281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG5281 AG5281 HISTORY - Date Condition Report By AG5281 HISTORY - 1966 MONUMENTED CGS AG5281 HISTORY - 1987 GOOD USPSQD AG5281 HISTORY - 19990209 MARK NOT FOUND USPSQD AG5281 HISTORY - 20010331 MARK NOT FOUND NGS AG5281 AG5281 STATION DESCRIPTION AG5281 AG5281'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AG5281'AT ST PETERSBURG. AG5281'AT ST. PETERSBURG, ABOUT 3.9 MILES NORTH ALONG N. 4TH STREET FROM AG5281'THE POST OFFICE, THENCE 1.1 MILES EAST ALONG 62ND AVENUE NORTH, AG5281'AT THE ST. PETERSBURG SEWAGE TREATMENT PLANT, 164 FEET SOUTH OF AG5281'THE CENTER LINE OF THE AVENUE, IN THE TOP OF THE NORTHWEST CORNER AG5281'OF A CONCRETE WALL FOR A 16-BY-20-FOOT BY 30-FOOT DEEP PIT, 4.2 AG5281'FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE WALL AND ABOUT 3 AG5281'FEET ABOVE THE LEVEL OF THE AVENUE. AG5281 AG5281 STATION RECOVERY (1987) AG5281 AG5281'RECOVERY NOTE BY US POWER SQUADRON 1987 (AVD) AG5281'RECOVERED IN GOOD CONDITION. AG5281 AG5281 STATION RECOVERY (1999) AG5281 AG5281'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5281'MARK NOT FOUND. AG5281 AG5281 STATION RECOVERY (2001) AG5281 AG5281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5281'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5329 *********************************************************************** AG5329 DESIGNATION - Y 1 RESET AG5329 PID - AG5329 AG5329 STATE/COUNTY- FL/PINELLAS AG5329 USGS QUAD - ST PETERSBURG (1987) AG5329 AG5329 *CURRENT SURVEY CONTROL AG5329 ___________________________________________________________________ AG5329* NAD 83(1986)- 27 51 50. (N) 082 38 19. (W) SCALED AG5329* NAVD 88 - 1.51 (meters) 5.0 (feet) RESET AG5329 ___________________________________________________________________ AG5329 GEOID HEIGHT- -24.54 (meters) GEOID99 AG5329 AG5329 VERT ORDER - THIRD AG5329 AG5329.The horizontal coordinates were scaled from a topographic map and have AG5329.an estimated accuracy of +/- 6 seconds. AG5329 AG5329.The orthometric height was computed from unverified reset data. AG5329 AG5329.The geoid height was determined by GEOID99. AG5329 AG5329; North East Units Estimated Accuracy AG5329;SPC FL W - 391,290. 137,110. MT (+/- 180 meters Scaled) AG5329 AG5329 SUPERSEDED SURVEY CONTROL AG5329 AG5329 NGVD 29 - 1.75 (m) 5.7 (f) RESET 3 AG5329 AG5329.Superseded values are not recommended for survey control. AG5329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5329.See file dsdata.txt to determine how the superseded data were derived. AG5329 AG5329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386832(NAD 83) AG5329_MARKER: DE = TRAVERSE STATION DISK AG5329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG5329_STAMPING: Y 1 RESET 1959 AG5329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5329+STABILITY: SURFACE MOTION AG5329 AG5329 HISTORY - Date Condition Report By AG5329 HISTORY - 1959 MONUMENTED CGS AG5329 HISTORY - 19990216 MARK NOT FOUND USPSQD AG5329 HISTORY - 20010331 MARK NOT FOUND NGS AG5329 AG5329 STATION DESCRIPTION AG5329 AG5329'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 AG5329'AT ST PETERSBURG. AG5329'AT ST. PETERSBURG, IN THE NORTHEAST PART OF THE CITY, IN THE AG5329'NORTH PART OF THE TRIANGLE FORMED BY THE JUNCTION OF 4TH STREET AG5329'NORTH, GANDY BOULEVARD, AND ROOSEVELT BOULEVARD 89.5 FT. EAST AG5329'OF THE CENTER LINE OF THE ROAD ALONG THE WEST SIDE OF THE AG5329'TRIANGLE, 122 FT. SOUTHWEST OF THE CENTER LINE OF THE ROAD ALONG AG5329'THE NORTHEAST SIDE OF THE TRIANGLE, 488 FT. SOUTH OF THE JUNCTION AG5329'OF THE CENTER LINES OF THE TWO ROADS, 205 FT. NORTHWEST OF THE AG5329'WEBBS CITY OUTPOST STORE, 37 FT. NORTH NORTHWEST OF A 15 INCH AG5329'PINE TREE, 1.6 FT. WEST OF A STEEL WITNESS POST, SET IN THE TOP AG5329'OF A CONCRETE POST WHICH PROJECTS 0.4 FT. ABOVE THE GROUND. AG5329 AG5329 STATION RECOVERY (1999) AG5329 AG5329'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5329'MARK NOT FOUND. AG5329 AG5329 STATION RECOVERY (2001) AG5329 AG5329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5329'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5397 *********************************************************************** AG5397 DESIGNATION - Y 14 RESET 1951 AG5397 PID - AG5397 AG5397 STATE/COUNTY- FL/PINELLAS AG5397 USGS QUAD - SAFETY HARBOR (1956) AG5397 AG5397 *CURRENT SURVEY CONTROL AG5397 ___________________________________________________________________ AG5397* NAD 83(1986)- 27 55 30. (N) 082 43 47. (W) SCALED AG5397* NAVD 88 - 4.80 (meters) 15.7 (feet) RESET AG5397 ___________________________________________________________________ AG5397 GEOID HEIGHT- -24.52 (meters) GEOID99 AG5397 AG5397 VERT ORDER - THIRD AG5397 AG5397.The horizontal coordinates were scaled from a topographic map and have AG5397.an estimated accuracy of +/- 6 seconds. AG5397 AG5397.The orthometric height was computed from unverified reset data. AG5397 AG5397.The geoid height was determined by GEOID99. AG5397 AG5397; North East Units Estimated Accuracy AG5397;SPC FL W - 398,110. 128,180. MT (+/- 180 meters Scaled) AG5397 AG5397 SUPERSEDED SURVEY CONTROL AG5397 AG5397 NGVD 29 - 5.04 (m) 16.5 (f) RESET 3 AG5397 AG5397.Superseded values are not recommended for survey control. AG5397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5397.See file dsdata.txt to determine how the superseded data were derived. AG5397 AG5397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL297900(NAD 83) AG5397_MARKER: DB = BENCH MARK DISK AG5397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG5397_STAMPING: Y 14 RESET 1951 AG5397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5397+STABILITY: SURFACE MOTION AG5397 AG5397 HISTORY - Date Condition Report By AG5397 HISTORY - 1951 MONUMENTED CGS AG5397 HISTORY - 1957 GOOD NGS AG5397 AG5397 STATION DESCRIPTION AG5397 AG5397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 AG5397'4.3 MI E FROM LARGO. AG5397'3.7 MILES EAST ALONG STATE HIGHWAY 686 FROM THE POST OFFICE AG5397'AT LARGO, THENCE 0.6 MILE NORTH ALONG U.S. HIGHWAY 19, 255 FEET AG5397'SOUTH OF THE SOUTH SIDE OF A SMALL FRAME HOUSE WHICH IS COVERED WITH AG5397'GREEN ROOFING PAPER, 124 FEET NORTH OF POWER POLE 6 A 4913 R 04, 59 AG5397'FEET EAST OF THE EAST EDGE OF THE PAVEMENT OF THE NORTH TRAFFIC AG5397'LANE OF THE HIGHWAY, 2.5 FEET SOUTH OF A WITNESS POST, SET IN AG5397'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE AG5397'GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5394 *********************************************************************** AG5394 DESIGNATION - Y 16 RESET 1970 AG5394 PID - AG5394 AG5394 STATE/COUNTY- FL/PINELLAS AG5394 USGS QUAD - SAFETY HARBOR (1956) AG5394 AG5394 *CURRENT SURVEY CONTROL AG5394 ___________________________________________________________________ AG5394* NAD 83(1986)- 27 57 38. (N) 082 43 46. (W) SCALED AG5394* NAVD 88 - 14.34 (meters) 47.0 (feet) RESET AG5394 ___________________________________________________________________ AG5394 GEOID HEIGHT- -24.59 (meters) GEOID99 AG5394 AG5394 VERT ORDER - THIRD AG5394 AG5394.The horizontal coordinates were scaled from a topographic map and have AG5394.an estimated accuracy of +/- 6 seconds. AG5394 AG5394.The orthometric height was computed from unverified reset data. AG5394.No vertical observational check was made to the station. AG5394 AG5394.The geoid height was determined by GEOID99. AG5394 AG5394; North East Units Estimated Accuracy AG5394;SPC FL W - 402,050. 128,230. MT (+/- 180 meters Scaled) AG5394 AG5394 SUPERSEDED SURVEY CONTROL AG5394 AG5394 NGVD 29 - 14.62 (m) 48.0 (f) RESET 3 AG5394 AG5394.Superseded values are not recommended for survey control. AG5394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5394.See file dsdata.txt to determine how the superseded data were derived. AG5394 AG5394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298940(NAD 83) AG5394_MARKER: DB = BENCH MARK DISK AG5394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG5394_STAMPING: Y 16 RESET 1970 AG5394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5394+STABILITY: SURFACE MOTION AG5394 AG5394 HISTORY - Date Condition Report By AG5394 HISTORY - 1970 MONUMENTED NGS AG5394 AG5394 STATION DESCRIPTION AG5394 AG5394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AG5394'6.5 MI NE FROM LARGO. AG5394'3.7 MILES EAST ALONG STATE HIGHWAY 686 FROM THE POST OFFICE AG5394'AT LARGO, THENCE 2.8 MILES NORTH ALONG U.S. HIGHWAY 19, AT THE AG5394'INTERSECTION OF STATE HIGHWAY 60, 70 FEET NORTHEAST OF A POWER AG5394'POLE WITH A LIGHT ON WEST SIDE, 16 1/2 FEET EAST OF THE EAST AG5394'EDGE OF SURFACED APPROACH TO STATE HIGHWAY 60, 22 FEET NORTH AG5394'OF THE NORTHEDGE OF A SIGN BOARD, 19 FEET WEST OF A 14 INCH AG5394'TREE AND 1 FOOT NORTH OF A WITNESS POST. SET IN THE TOP OF A AG5394'ROUND CONCRETE POST WHICH IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5282 *********************************************************************** AG5282 DESIGNATION - Y 262 AG5282 PID - AG5282 AG5282 STATE/COUNTY- FL/PINELLAS AG5282 USGS QUAD - PORT TAMPA (1983) AG5282 AG5282 *CURRENT SURVEY CONTROL AG5282 ___________________________________________________________________ AG5282* NAD 83(1986)- 27 49 46. (N) 082 36 39. (W) SCALED AG5282* NAVD 88 - 1.924 (meters) 6.31 (feet) ADJUSTED AG5282 ___________________________________________________________________ AG5282 GEOID HEIGHT- -24.53 (meters) GEOID99 AG5282 DYNAMIC HT - 1.921 (meters) 6.30 (feet) COMP AG5282 MODELED GRAV- 979,178.1 (mgal) NAVD 88 AG5282 AG5282 VERT ORDER - FIRST CLASS I AG5282 AG5282.The horizontal coordinates were scaled from a topographic map and have AG5282.an estimated accuracy of +/- 6 seconds. AG5282 AG5282.The orthometric height was determined by differential leveling AG5282.and adjusted by the National Geodetic Survey in June 1991. AG5282 AG5282.The geoid height was determined by GEOID99. AG5282 AG5282.The dynamic height is computed by dividing the NAVD 88 AG5282.geopotential number by the normal gravity value computed on the AG5282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5282.degrees latitude (g = 980.6199 gals.). AG5282 AG5282.The modeled gravity was interpolated from observed gravity values. AG5282 AG5282; North East Units Estimated Accuracy AG5282;SPC FL W - 387,460. 139,830. MT (+/- 180 meters Scaled) AG5282 AG5282 SUPERSEDED SURVEY CONTROL AG5282 AG5282 NGVD 29 - 2.187 (m) 7.18 (f) ADJ UNCH 1 1 AG5282 AG5282.Superseded values are not recommended for survey control. AG5282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5282.See file dsdata.txt to determine how the superseded data were derived. AG5282 AG5282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL413793(NAD 83) AG5282_MARKER: DB = BENCH MARK DISK AG5282_SETTING: 36 = BUILDING AG5282_STAMPING: Y 262 1966 AG5282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG5282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG5282+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003 AG5282 AG5282 HISTORY - Date Condition Report By AG5282 HISTORY - 1966 MONUMENTED CGS AG5282 HISTORY - 1975 GOOD NGS AG5282 HISTORY - 1987 GOOD USPSQD AG5282 HISTORY - 19990209 GOOD USPSQD AG5282 HISTORY - 20010331 GOOD NGS AG5282 HISTORY - 20030621 GOOD USPSQD AG5282 AG5282 STATION DESCRIPTION AG5282 AG5282'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AG5282'5.5 MI NE FROM ST PETERSBURG. AG5282'ABOUT 3.9 MILES NORTH ALONG N. 4TH STREET FROM THE POST OFFICE AG5282'AT ST. PETERSBURG, THENCE ABOUT 1.6 MILES EAST ALONG 62ND AVENUE AG5282'NORTH, AT THE SHORE ACRES ELEMENTARY SCHOOL, 148 FEET SOUTH OF THE AG5282'CENTER LINE OF THE AVENUE, SET VERTICALLY IN THE EAST FACE NEAR THE AG5282'NORTHEAST CORNER OF THE SCHOOL BUILDING, 7.4 FEET SOUTH OF THE AG5282'NORTH END OF THE EAST WALL OF THE NORTH WING OF THE BUILDING, AG5282'ABOUT 1.7 FEET ABOVE THE GROUND AND ABOUT 4 FEET ABOVE THE AVENUE. AG5282 AG5282 STATION RECOVERY (1975) AG5282 AG5282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 AG5282'RECOVERED IN GOOD CONDITION. AG5282 AG5282 STATION RECOVERY (1987) AG5282 AG5282'RECOVERY NOTE BY US POWER SQUADRON 1987 (AVD) AG5282'RECOVERED IN GOOD CONDITION. AG5282 AG5282 STATION RECOVERY (1999) AG5282 AG5282'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5282'RECOVERED IN GOOD CONDITION. AG5282 AG5282 STATION RECOVERY (2001) AG5282 AG5282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5282'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG5282 AG5282 STATION RECOVERY (2003) AG5282 AG5282'RECOVERY NOTE BY US POWER SQUADRON 2003 (WJE) AG5282'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG5408 *********************************************************************** AG5408 DESIGNATION - Y 3 RESET AG5408 PID - AG5408 AG5408 STATE/COUNTY- FL/PINELLAS AG5408 USGS QUAD - SAFETY HARBOR (1956) AG5408 AG5408 *CURRENT SURVEY CONTROL AG5408 ___________________________________________________________________ AG5408* NAD 83(1986)- 27 52 45. (N) 082 39 35. (W) SCALED AG5408* NAVD 88 - 1.90 (meters) 6.2 (feet) RESET AG5408 ___________________________________________________________________ AG5408 GEOID HEIGHT- -24.54 (meters) GEOID99 AG5408 AG5408 VERT ORDER - THIRD AG5408 AG5408.The horizontal coordinates were scaled from a topographic map and have AG5408.an estimated accuracy of +/- 6 seconds. AG5408 AG5408.The orthometric height was computed from unverified reset data. AG5408 AG5408.The geoid height was determined by GEOID99. AG5408 AG5408; North East Units Estimated Accuracy AG5408;SPC FL W - 392,990. 135,040. MT (+/- 180 meters Scaled) AG5408 AG5408 SUPERSEDED SURVEY CONTROL AG5408 AG5408 NGVD 29 - 2.13 (m) 7.0 (f) RESET 3 AG5408 AG5408.Superseded values are not recommended for survey control. AG5408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5408.See file dsdata.txt to determine how the superseded data were derived. AG5408 AG5408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL366849(NAD 83) AG5408_MARKER: DB = BENCH MARK DISK AG5408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG5408_STAMPING: Y 3 FGS RESET 1969 AG5408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5408+STABILITY: SURFACE MOTION AG5408 AG5408 HISTORY - Date Condition Report By AG5408 HISTORY - 1969 MONUMENTED LOCENG AG5408 AG5408 STATION DESCRIPTION AG5408 AG5408'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 AG5408'1.8 MI NW FROM ST PETERSBURG. AG5408'ABOUT 1.75 MILES NORTHWEST ALONG STATE HIGHWAY 686 FROM ITS AG5408'JUNCTION WITH U.S. HIGHWAY 92 AT THE NORTH EDGE OF ST. PETERSBURG, AG5408'280.2 FEET SOUTHWEST OF TH CENTER LINE OF ROOSEVELT BOULEVARD AG5408'IN A TRIANGLE FORMED BY TWO ABANDONED DIRT GRADES ON THE NORTHWEST AG5408'AND NORTHEAST SIDES AND THE ENTRANCE RAMP TO INTERSTATE HIGHWAY 75 AG5408'ON THE SOUTHEAST, 2 FEET SOUTH OF A WHITE WITNESS POST, BELIEVED AG5408'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE AG5408'GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AG1057 *********************************************************************** AG1057 DESIGNATION - Y 63 AG1057 PID - AG1057 AG1057 STATE/COUNTY- FL/PINELLAS AG1057 USGS QUAD - ST PETERSBURG (1987) AG1057 AG1057 *CURRENT SURVEY CONTROL AG1057 ___________________________________________________________________ AG1057* NAD 83(1986)- 27 46 25. (N) 082 38 11. (W) SCALED AG1057* NAVD 88 - 8.649 (meters) 28.38 (feet) ADJUSTED AG1057 ___________________________________________________________________ AG1057 GEOID HEIGHT- -24.41 (meters) GEOID99 AG1057 DYNAMIC HT - 8.637 (meters) 28.34 (feet) COMP AG1057 MODELED GRAV- 979,174.1 (mgal) NAVD 88 AG1057 AG1057 VERT ORDER - SECOND CLASS II AG1057 AG1057.The horizontal coordinates were scaled from a topographic map and have AG1057.an estimated accuracy of +/- 6 seconds. AG1057 AG1057.The orthometric height was determined by differential leveling AG1057.and adjusted by the National Geodetic Survey in June 1991. AG1057 AG1057.The geoid height was determined by GEOID99. AG1057 AG1057.The dynamic height is computed by dividing the NAVD 88 AG1057.geopotential number by the normal gravity value computed on the AG1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG1057.degrees latitude (g = 980.6199 gals.). AG1057 AG1057.The modeled gravity was interpolated from observed gravity values. AG1057 AG1057; North East Units Estimated Accuracy AG1057;SPC FL W - 381,290. 137,280. MT (+/- 180 meters Scaled) AG1057 AG1057 SUPERSEDED SURVEY CONTROL AG1057 AG1057 NGVD 29 - 8.916 (m) 29.25 (f) ADJ UNCH 2 2 AG1057 AG1057.Superseded values are not recommended for survey control. AG1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG1057.See file dsdata.txt to determine how the superseded data were derived. AG1057 AG1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387731(NAD 83) AG1057_MARKER: DB = BENCH MARK DISK AG1057_SETTING: 30 = SIDEWALK AG1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG1057+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2003 AG1057 AG1057 HISTORY - Date Condition Report By AG1057 HISTORY - UNK MONUMENTED FLGS AG1057 HISTORY - 1975 GOOD FLDT AG1057 HISTORY - 20030226 GOOD USPSQD AG1057 AG1057 STATION DESCRIPTION AG1057 AG1057'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG1057'AT ST PETERSBURG. AG1057'TO REACH STATION FROM THE INTERSECTION OF 4TH STREET N. (S.R. 687) AG1057'AND 5TH AVE. N. (S.R. 595), RUN SOUTHERLY ON 4TH STREET N. FOR AG1057'0.3 MILE TO THE INTERSECTION OF 2ND AVE. N., TURN LEFT ON 2ND AG1057'AVE. N. AND RUN EASTERLY FOR 0.1 MILE TO THE INTERSECTION OF AG1057'3RD STREET N. STATION ON LEFT, IN THE NE CORNER, 33.0 FT. NORTH AG1057'OF THE CENTERLINE OF 2ND AVE. N., 34.0 FT. EAST OF THE CENTERLINE AG1057'OF 3RD STREET N., 2.3 FT. NORTH OF THE BACK OF THE CURB, 1.7 FT. AG1057'EAST OF THE BACK OF THE CURB. SET IN TOP OF THE CONCRETE AG1057'SIDEWALK. SECTION 19, T 31 S, R 17 E. AG1057 AG1057 STATION RECOVERY (2003) AG1057 AG1057'RECOVERY NOTE BY US POWER SQUADRON 2003 (SIT) AG1057'TO REACH STATION FROM THE INTERSECTION OF 4TH STREET N. (S.R. 687) AND AG1057'5TH AVE. N. (S.R. 595), RUN SOUTHERLY ON 4TH STREET N. FOR 0.3 MILES AG1057'TO THE INTERSECTION OF 2ND AVE. N., TURN LEFT ON 2ND AVE. N. AND RUN AG1057'EASTERLY FOR 0.2 MILES TO THE INTERSECTION OF 3RD STREET N. AG1057'STATION ON LEFT, IN THE NE CORNER, 33.0 FT. NORTH OF THE CENTERLINE OF AG1057'2ND AVE. N., 34.0 FT EAST OF THE CENTERLINE OF 3RD STREET N., 2.9 FT AG1057'NORTH OF THE BACK OF THE CURB, 2.3 FT. EAST OF BACK OF THE CURB. SET AG1057'IN TOP OF THE CONCRETE SIDEWALK. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AH9764 *********************************************************************** AH9764 DESIGNATION - Y 82 RESET AH9764 PID - AH9764 AH9764 STATE/COUNTY- FL/PINELLAS AH9764 USGS QUAD - WORTHINGTON SPRINGS (1966) AH9764 AH9764 *CURRENT SURVEY CONTROL AH9764 ___________________________________________________________________ AH9764* NAD 83(1986)- 29 54 57. (N) 082 25 34. (W) SCALED AH9764* NAVD 88 - 23.71 (meters) 77.8 (feet) RESET AH9764 ___________________________________________________________________ AH9764 GEOID HEIGHT- -28.08 (meters) GEOID99 AH9764 AH9764 VERT ORDER - THIRD AH9764 AH9764.The horizontal coordinates were scaled from a topographic map and have AH9764.an estimated accuracy of +/- 6 seconds. AH9764 AH9764.The orthometric height was computed from unverified reset data. AH9764 AH9764.The geoid height was determined by GEOID99. AH9764 AH9764; North East Units Estimated Accuracy AH9764;SPC FL W - 618,610. 158,850. MT (+/- 180 meters Scaled) AH9764 AH9764 SUPERSEDED SURVEY CONTROL AH9764 AH9764.No superseded survey control is available for this station. AH9764 AH9764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP623103(NAD 83) AH9764_MARKER: DD = SURVEY DISK AH9764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH9764_STAMPING: Y 82 RESET 1970 AH9764_MARK LOGO: FLGS AH9764_MAGNETIC: N = NO MAGNETIC MATERIAL AH9764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH9764+STABILITY: SURFACE MOTION AH9764 AH9764 HISTORY - Date Condition Report By AH9764 HISTORY - 1970 MONUMENTED FLGS AH9764 AH9764 STATION DESCRIPTION AH9764 AH9764'DESCRIBED BY FLORIDA GEODETIC SURVEY 1970 (RLW) AH9764'2.1 MILES (3.4 KM) SOUTH ALONG ALTERNATE US 19 FROM THE JUNCTION OF AH9764'STATE HIGHWAY S 668 AT LARGO AT THE INTERSECTION OF 102 AVENUE N, 58 AH9764'FEET (17.7 M) NORTH OF THE CENTERLINE OF WEST BOUND LANE OF 102 AH9764'AVENUE, 50 FEET (15.2 M) WEST OF THE CENTERLINE OF ALTERNATE US 19, 10 AH9764'1/2 FEET SOUTH OF THE SOUTHEAST CORNER OF STUCCO BUILDING NO 10200, AH9764'ALONG THE WEST RIGHT-OF-WAY OF ALT US 19 AT THE WEST EDGE OF SIDEWALK. AH9764'A FLORIDA GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE POST WHICH AH9764'IS FLUSH WITH THE GROUND.