1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG0016 *********************************************************************** AG0016 DESIGNATION - 142 C OF SP AG0016 PID - AG0016 AG0016 STATE/COUNTY- FL/PINELLAS AG0016 USGS QUAD - ST PETERSBURG (1987) AG0016 AG0016 *CURRENT SURVEY CONTROL AG0016 ___________________________________________________________________ AG0016* NAD 83(1986)- 27 48 25. (N) 082 40 47. (W) SCALED AG0016* NAVD 88 - 15.342 (meters) 50.33 (feet) ADJUSTED AG0016 ___________________________________________________________________ AG0016 GEOID HEIGHT- -24.38 (meters) GEOID99 AG0016 DYNAMIC HT - 15.319 (meters) 50.26 (feet) COMP AG0016 MODELED GRAV- 979,177.9 (mgal) NAVD 88 AG0016 AG0016 VERT ORDER - SECOND CLASS II AG0016 AG0016.The horizontal coordinates were scaled from a topographic map and have AG0016.an estimated accuracy of +/- 6 seconds. AG0016 AG0016.The orthometric height was determined by differential leveling AG0016.and adjusted by the National Geodetic Survey in June 1991. AG0016 AG0016.The geoid height was determined by GEOID99. AG0016 AG0016.The dynamic height is computed by dividing the NAVD 88 AG0016.geopotential number by the normal gravity value computed on the AG0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0016.degrees latitude (g = 980.6199 gals.). AG0016 AG0016.The modeled gravity was interpolated from observed gravity values. AG0016 AG0016; North East Units Estimated Accuracy AG0016;SPC FL W - 385,000. 133,030. MT (+/- 180 meters Scaled) AG0016 AG0016 SUPERSEDED SURVEY CONTROL AG0016 AG0016 NGVD 29 - 15.606 (m) 51.20 (f) ADJ UNCH 2 2 AG0016 AG0016.Superseded values are not recommended for survey control. AG0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0016.See file dsdata.txt to determine how the superseded data were derived. AG0016 AG0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL345769(NAD 83) AG0016_MARKER: DD = SURVEY DISK AG0016_SETTING: 30 = LANE DIVIDER AG0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0016+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003 AG0016 AG0016 HISTORY - Date Condition Report By AG0016 HISTORY - UNK MONUMENTED FL2730 AG0016 HISTORY - 1976 GOOD FLDT AG0016 HISTORY - 1977 GOOD FL-103 AG0016 HISTORY - 19980416 GOOD USPSQD AG0016 HISTORY - 20030326 GOOD USPSQD AG0016 AG0016 STATION DESCRIPTION AG0016 AG0016'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0016'AT ST PETERSBURG. AG0016'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND PARK AG0016'BLVD. (SR 694, 74 AVE). RUN SOUTHERLY ON U.S. HWY. 19 FOR 2.45 AG0016'MILE TO 38 AVE. N. STATION ON LEFT, 62.5 FT. EAST OF THE AG0016'CENTERLINE OF U.S. HWY. 19, AT THE CENTERLINE OF 38 AVE. N., AG0016'1.5 FEET EAST OF THE WEST END OF A 2 FOOT CONCRETE LANE DIVIDER. AG0016'SET IN THE TOP OF THE LANE DIVIDER. SECTION 11, T 30, R 16. AG0016 AG0016 STATION RECOVERY (1977) AG0016 AG0016'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977 AG0016'RECOVERED IN GOOD CONDITION. AG0016 AG0016 STATION RECOVERY (1998) AG0016 AG0016'RECOVERY NOTE BY US POWER SQUADRON 1998 AG0016'RECOVERED IN GOOD CONDITION. AG0016 AG0016 STATION RECOVERY (2003) AG0016 AG0016'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS) AG0016'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG0220 *********************************************************************** AG0220 DESIGNATION - 368 FLHD AG0220 PID - AG0220 AG0220 STATE/COUNTY- FL/PINELLAS AG0220 USGS QUAD - ST PETERSBURG (1987) AG0220 AG0220 *CURRENT SURVEY CONTROL AG0220 ___________________________________________________________________ AG0220* NAD 83(1986)- 27 47 31. (N) 082 40 05. (W) SCALED AG0220* NAVD 88 - 14.838 (meters) 48.68 (feet) ADJUSTED AG0220 ___________________________________________________________________ AG0220 GEOID HEIGHT- -24.38 (meters) GEOID99 AG0220 DYNAMIC HT - 14.816 (meters) 48.61 (feet) COMP AG0220 MODELED GRAV- 979,176.5 (mgal) NAVD 88 AG0220 AG0220 VERT ORDER - SECOND CLASS II AG0220 AG0220.The horizontal coordinates were scaled from a topographic map and have AG0220.an estimated accuracy of +/- 6 seconds. AG0220 AG0220.The orthometric height was determined by differential leveling AG0220.and adjusted by the National Geodetic Survey in June 1991. AG0220 AG0220.The geoid height was determined by GEOID99. AG0220 AG0220.The dynamic height is computed by dividing the NAVD 88 AG0220.geopotential number by the normal gravity value computed on the AG0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0220.degrees latitude (g = 980.6199 gals.). AG0220 AG0220.The modeled gravity was interpolated from observed gravity values. AG0220 AG0220; North East Units Estimated Accuracy AG0220;SPC FL W - 383,330. 134,170. MT (+/- 180 meters Scaled) AG0220 AG0220 SUPERSEDED SURVEY CONTROL AG0220 AG0220 NGVD 29 - 15.104 (m) 49.55 (f) ADJ UNCH 2 2 AG0220 AG0220.Superseded values are not recommended for survey control. AG0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0220.See file dsdata.txt to determine how the superseded data were derived. AG0220 AG0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL356752(NAD 83) AG0220_MARKER: DD = SURVEY DISK AG0220_SETTING: 30 = INLET AG0220_STAMPING: 368 AG0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0220 AG0220 HISTORY - Date Condition Report By AG0220 HISTORY - UNK MONUMENTED FLHD AG0220 HISTORY - 1976 GOOD NGS AG0220 HISTORY - 19980416 MARK NOT FOUND USPSQD AG0220 HISTORY - 20030326 MARK NOT FOUND USPSQD AG0220 AG0220 STATION DESCRIPTION AG0220 AG0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0220'IN ST PETERSBURG. AG0220'TO REACH THE STATION FROM THE INTERSECTION OF 4TH STREET (S.R. 687, AG0220'U.S. HWY. 92) AND S.R. 595 (5TH AVE. NORTH). RUN NORTHERLY ON 4TH ST. AG0220'FOR 1.05 MILE TO THE INTERSECTION OF 22ND AVE. N. TURN LEFT AND RUN AG0220'WESTERLY ON 22ND AVE. N. FOR 1.85 MILES TO THE INTERSECTION OF 25TH AG0220'ST. N. STATION ON LEFT, IN THE S.W. CORNER, 32.5 FT. SOUTH OF AG0220'CENTERLINE OF 22ND AVE. N., 89.5 FT. WEST OF THE CENTERLINE OF 25TH AG0220'ST. N. SET IN THE TOP OF THE CONCRETE INLET. SECTION 14, T 31, R 16. AG0220 AG0220 STATION RECOVERY (1998) AG0220 AG0220'RECOVERY NOTE BY US POWER SQUADRON 1998 AG0220'MARK NOT FOUND. AG0220 AG0220 STATION RECOVERY (2003) AG0220 AG0220'RECOVERY NOTE BY US POWER SQUADRON 2003 (RE) AG0220'ROAD WIDENED, INLETS REPLACED. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG0222 *********************************************************************** AG0222 DESIGNATION - 371 FLHD AG0222 PID - AG0222 AG0222 STATE/COUNTY- FL/PINELLAS AG0222 USGS QUAD - ST PETERSBURG (1987) AG0222 AG0222 *CURRENT SURVEY CONTROL AG0222 ___________________________________________________________________ AG0222* NAD 83(1986)- 27 47 31. (N) 082 40 35. (W) SCALED AG0222* NAVD 88 - 14.881 (meters) 48.82 (feet) ADJUSTED AG0222 ___________________________________________________________________ AG0222 GEOID HEIGHT- -24.36 (meters) GEOID99 AG0222 DYNAMIC HT - 14.859 (meters) 48.75 (feet) COMP AG0222 MODELED GRAV- 979,176.7 (mgal) NAVD 88 AG0222 AG0222 VERT ORDER - SECOND CLASS II AG0222 AG0222.The horizontal coordinates were scaled from a topographic map and have AG0222.an estimated accuracy of +/- 6 seconds. AG0222 AG0222.The orthometric height was determined by differential leveling AG0222.and adjusted by the National Geodetic Survey in June 1991. AG0222 AG0222.The geoid height was determined by GEOID99. AG0222 AG0222.The dynamic height is computed by dividing the NAVD 88 AG0222.geopotential number by the normal gravity value computed on the AG0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0222.degrees latitude (g = 980.6199 gals.). AG0222 AG0222.The modeled gravity was interpolated from observed gravity values. AG0222 AG0222; North East Units Estimated Accuracy AG0222;SPC FL W - 383,340. 133,350. MT (+/- 180 meters Scaled) AG0222 AG0222 SUPERSEDED SURVEY CONTROL AG0222 AG0222 NGVD 29 - 15.147 (m) 49.69 (f) ADJ UNCH 2 2 AG0222 AG0222.Superseded values are not recommended for survey control. AG0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0222.See file dsdata.txt to determine how the superseded data were derived. AG0222 AG0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL348752(NAD 83) AG0222_MARKER: DD = SURVEY DISK AG0222_SETTING: 30 = INLET AG0222_STAMPING: 371 AG0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0222 AG0222 HISTORY - Date Condition Report By AG0222 HISTORY - UNK MONUMENTED FLHD AG0222 HISTORY - 1976 GOOD NGS AG0222 HISTORY - 19980416 MARK NOT FOUND USPSQD AG0222 HISTORY - 20030326 MARK NOT FOUND USPSQD AG0222 AG0222 STATION DESCRIPTION AG0222 AG0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0222'IN ST PETERSBURG. AG0222'TO REACH THE STATION FROM THE INTERSECTION OF 4TH STREET (S.R. 687, AG0222'U.S. HWY. 92) AND S.R. 595 (5TH AVE. NORTH). RUN NORTHERLY ON 4TH ST. AG0222'FOR 1.05 MILE TO THE INTERSECTION OF 22ND AVE. N. TURN LEFT AND RUN AG0222'WESTERLY ON 22ND AVE. N. FOR 2.45 MILES. STATION ON LEFT, 25.5 FT. AG0222'SOUTH OF THE CENTERLINE OF 22ND AVE. N., 282.0 FT. WEST OF THE AG0222'EXTENDED CENTERLINE OF 31ST ST. N. SET IN THE TOP OF THE CONCRETE AG0222'INLET. SECTION 14, T 31, R 16. AG0222 AG0222 STATION RECOVERY (1998) AG0222 AG0222'RECOVERY NOTE BY US POWER SQUADRON 1998 AG0222'MARK NOT FOUND. AG0222 AG0222 STATION RECOVERY (2003) AG0222 AG0222'RECOVERY NOTE BY US POWER SQUADRON 2003 (RE) AG0222'ROAD WIDENED, INLET REPLACED. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG7270 *********************************************************************** AG7270 DESIGNATION - I275 74 A01 AG7270 PID - AG7270 AG7270 STATE/COUNTY- FL/PINELLAS AG7270 USGS QUAD - ST PETERSBURG (1987) AG7270 AG7270 *CURRENT SURVEY CONTROL AG7270 ___________________________________________________________________ AG7270* NAD 83(1990)- 27 48 10.43975(N) 082 40 22.03184(W) ADJUSTED AG7270* NAVD 88 - 16.824 (meters) 55.20 (feet) ADJUSTED AG7270 ___________________________________________________________________ AG7270 LAPLACE CORR- -1.86 (seconds) DEFLEC99 AG7270 GEOID HEIGHT- -24.39 (meters) GEOID99 AG7270 DYNAMIC HT - 16.799 (meters) 55.11 (feet) COMP AG7270 MODELED GRAV- 979,177.4 (mgal) NAVD 88 AG7270 AG7270 HORZ ORDER - SECOND AG7270 VERT ORDER - SECOND CLASS I AG7270 AG7270.The horizontal coordinates were established by classical geodetic methods AG7270.and adjusted by the National Geodetic Survey in May 1991. AG7270 AG7270.The orthometric height was determined by differential leveling AG7270.and adjusted by the National Geodetic Survey in June 1991. AG7270 AG7270.The Laplace correction was computed from DEFLEC99 derived deflections. AG7270 AG7270.The geoid height was determined by GEOID99. AG7270 AG7270.The dynamic height is computed by dividing the NAVD 88 AG7270.geopotential number by the normal gravity value computed on the AG7270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7270.degrees latitude (g = 980.6199 gals.). AG7270 AG7270.The modeled gravity was interpolated from observed gravity values. AG7270 AG7270; North East Units Scale Converg. AG7270;SPC FL W - 384,549.612 133,706.464 MT 0.99999540 -0 18 49.8 AG7270;UTM 17 - 3,076,491.102 335,215.787 MT 0.99993517 -0 46 49.5 AG7270 AG7270: Primary Azimuth Mark Grid Az AG7270:SPC FL W - PET 134 12 51.0 AG7270:UTM 17 - PET 134 40 50.7 AG7270 AG7270|---------------------------------------------------------------------| AG7270| PID Reference Object Distance Geod. Az | AG7270| dddmmss.s | AG7270| AG7121 PET APPROX. 0.7 KM 1335401.2 | AG7270| AG7271 I275 74 A01 RM 2 13.422 METERS 31220 | AG7270| AG7272 I275 74 A01 RM 1 11.919 METERS 34109 | AG7270|---------------------------------------------------------------------| AG7270 AG7270 SUPERSEDED SURVEY CONTROL AG7270 AG7270 NAD 83(1986)- 27 48 10.44517(N) 082 40 22.04431(W) AD( ) 2 AG7270 NAD 27 - 27 48 09.35135(N) 082 40 22.68749(W) AD( ) 2 AG7270 NGVD 29 - 17.086 (m) 56.06 (f) ADJ UNCH 2 1 AG7270 AG7270.Superseded values are not recommended for survey control. AG7270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7270.See file dsdata.txt to determine how the superseded data were derived. AG7270 AG7270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3521676491(NAD 83) AG7270_MARKER: DD = SURVEY DISK AG7270_SETTING: 36 = CONCRETE RAILROAD PLATFORM AG7270_STAMPING: I275 74 A01 AG7270_MAGNETIC: N = NO MAGNETIC MATERIAL AG7270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7270 AG7270 HISTORY - Date Condition Report By AG7270 HISTORY - 1974 MONUMENTED FLDT AG7270 HISTORY - 1975 GOOD FLDT AG7270 HISTORY - 19980416 MARK NOT FOUND USPSQD AG7270 HISTORY - 20030326 MARK NOT FOUND USPSQD AG7270 AG7270 STATION DESCRIPTION AG7270 AG7270'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974 (CBM) AG7270'STATION IS LOCATED IN ST. PETERSBURG, ABOUT 3 MILES WEST OF TAMPA BAY AG7270'AND 3-1/2 MILES SOUTHEAST OF PINELLAS PARK, ON SEABOARD COAST LINE AG7270'RAILROAD RIGHT-OF-WAY. AG7270' AG7270'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 689 AND CENTRAL AG7270'AVENUE IN ST. PETERSBURG, GO NORTH ON STATE ROUTE 689 9TH STREET FOR AG7270'2.3 MILES TO INTERSECTION OF 34TH AVENUE NORTH. TURN LEFT AND G0 WEST AG7270'ON 34TH AVENUE NORTH FOR 1.6 MILES TO 28TH STREET. CONTINUE WEST TO AG7270'THE SEABOARD COAST LINE RAILROAD RIGHT-OF-WAY AND STATION, AS AG7270'DESCRIBED. AG7270' AG7270'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS AG7270'DISK, STAMPED---I275 74 A01---, SET FLUSH IN THE TOP OF A CONCRETE AG7270'LOADING PLATFORM. IT IS 3.7 FEET NORTHEAST OF SOUTHWEST SIDE OF AG7270'PLATFORM, 5.8 FEET NORTH OF SOUTH CORNER OF PLATFORM AND 18.1 FEET AG7270'SOUTHWEST OF NORTHEAST EDGE OF PLATFORM. AG7270' AG7270'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF AG7270'TRANSPORTATION BRASS DISK, STAMPED---I275 74 A01 RM NO 1---, SET IN AG7270'THE TOP OF A CONCRETE LOADING PLATFORM. IT IS 1.2 FEET SOUTHWEST OF AG7270'NORTHEAST EDGE OF PLATFORM, 20.7 FEET NORTHEAST OF SOUTHWEST EDGE OF AG7270'PLATFORM AND 39.6 FEET NORTHWEST OF SOUTHEAST END OF PLATFORM. AG7270' AG7270'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF AG7270'TRANSPORTATION BRASS DISK, STAMPED---I275 74 A01 RM NO 2---SET FLUSH AG7270'IN THE CONCRETE LOADING PLATFORM. IT IS 1.4 FEET NORTHEAST OF AG7270'SOUTHWEST EDGE OF PLATFORM, 20.5 FEET SOUTHWEST OF NORTHEAST EDGE OF AG7270'PLATFORM AND 48.5 FEET NORYHWEST OF SOUTHEAST END OF PLATFORM. AG7270 AG7270 STATION RECOVERY (1975) AG7270 AG7270'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG7270'IN ST PETERSBURG. AG7270'FROM THE JUNCTION OF STATE ROUTE 694 AND U.S. ROUTE 19 IN ST. AG7270'PETERSBURG, GO SOUTH ON U.S. ROUTE 19 FOR 2.8 MILES TO THE AG7270'INTERSECTION OF 30TH AVENUE NORTH, THEN GO EAST ON 30TH AVENUE NORTH AG7270'FOR 0.5 MILE TO THE INTERSECTION OF 28TH STREET, THEN GO NORTH ON 28TH AG7270'STREET FOR 0.2 MILE TO THE JUNCTION OF 34TH AVENUE NORTH. THE MARK IS AG7270'SET IN THE TOP SOUTHEAST END OF A RAILROAD LOADING PLATFORM IN THE AG7270'RAILROAD YARD. IT IS 18.2 FT. SOUTHWEST OF THE NORTHEAST EDGE OF THE AG7270'PLATFORM, 5.8 FT. NORTH OF THE SOUTH CORNER OF PLATFORM AND 3.7 FT. AG7270'NORTHEAST OF THE SOUTHWEST EDGE OF PLATFORM. AG7270'THE MARK IS 4 FT ABOVE RAILROAD TRACKS. AG7270 AG7270 STATION RECOVERY (1998) AG7270 AG7270'RECOVERY NOTE BY US POWER SQUADRON 1998 AG7270'MARK NOT FOUND. AG7270 AG7270 STATION RECOVERY (2003) AG7270 AG7270'RECOVERY NOTE BY US POWER SQUADRON 2003 (RE) AG7270'REFERENCED 'RAILROAD LOADING PLATFORM' NO LONGER EXISTS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG7272 *********************************************************************** AG7272 DESIGNATION - I275 74 A01 RM 1 AG7272 PID - AG7272 AG7272 STATE/COUNTY- FL/PINELLAS AG7272 USGS QUAD - ST PETERSBURG (1987) AG7272 AG7272 *CURRENT SURVEY CONTROL AG7272 ___________________________________________________________________ AG7272* NAD 83(1986)- 27 48 10. (N) 082 40 08. (W) SCALED AG7272* NAVD 88 - 16.936 (meters) 55.56 (feet) ADJUSTED AG7272 ___________________________________________________________________ AG7272 GEOID HEIGHT- -24.39 (meters) GEOID99 AG7272 DYNAMIC HT - 16.911 (meters) 55.48 (feet) COMP AG7272 MODELED GRAV- 979,177.4 (mgal) NAVD 88 AG7272 AG7272 VERT ORDER - SECOND CLASS I AG7272 AG7272.The horizontal coordinates were scaled from a topographic map and have AG7272.an estimated accuracy of +/- 6 seconds. AG7272 AG7272.The orthometric height was determined by differential leveling AG7272.and adjusted by the National Geodetic Survey in June 1991. AG7272 AG7272.The geoid height was determined by GEOID99. AG7272 AG7272.The dynamic height is computed by dividing the NAVD 88 AG7272.geopotential number by the normal gravity value computed on the AG7272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7272.degrees latitude (g = 980.6199 gals.). AG7272 AG7272.The modeled gravity was interpolated from observed gravity values. AG7272 AG7272; North East Units Estimated Accuracy AG7272;SPC FL W - 384,530. 134,090. MT (+/- 180 meters Scaled) AG7272 AG7272 SUPERSEDED SURVEY CONTROL AG7272 AG7272 NGVD 29 - 17.198 (m) 56.42 (f) ADJ UNCH 2 1 AG7272 AG7272.Superseded values are not recommended for survey control. AG7272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7272.See file dsdata.txt to determine how the superseded data were derived. AG7272 AG7272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL356764(NAD 83) AG7272_MARKER: DR = REFERENCE MARK DISK AG7272_SETTING: 36 = CONCRETE RAILROAD PLATFORM AG7272_STAMPING: I275 74 A01 RM NO 1 AG7272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7272 AG7272 HISTORY - Date Condition Report By AG7272 HISTORY - 1974 MONUMENTED FLDT AG7272 HISTORY - 1975 GOOD FLDT AG7272 HISTORY - 19980416 MARK NOT FOUND USPSQD AG7272 HISTORY - 20030326 MARK NOT FOUND USPSQD AG7272 AG7272 STATION DESCRIPTION AG7272 AG7272'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG7272'IN ST PETERSBURG. AG7272'FROM THE JUNCTION OF STATE ROUTE 694 AND U.S. ROUTE 19 IN ST. AG7272'PETERSBURG, GO SOUTH ON U.S. ROUTE 19 FOR 2.8 MILES TO THE AG7272'INTERSECTION OF 30TH AVENUE NORTH, THEN GO EAST ON 30TH AVENUE NORTH AG7272'FOR 0.5 MILE TO THE INTERSECTION OF 28TH STREET, THEN GO NORTH ON 28TH AG7272'STREET FOR 0.2 MILE TO THE JUNCTION OF 34TH AVENUE NORTH. THE MARK IS AG7272'SET IN THE TOP SOUTHEAST END OF A RAILROAD LOADING PLATFORM IN THE AG7272'RAILROAD YARD. IT IS 39.6 FT. NORTHWEST OF THE SOUTHEAST EDGE OF THE AG7272'PLATFORM, 20.7 FT. NORTHEAST OF THE SOUTHWEST EDGE OF PLATFORM AND 1.2 AG7272'FT. SOUTHWEST OF THE NORTHEAST EDGE OF PLATFORM. AG7272'THE MARK IS 4 FT ABOVE RAILROAD TRACKS. AG7272 AG7272 STATION RECOVERY (1998) AG7272 AG7272'RECOVERY NOTE BY US POWER SQUADRON 1998 AG7272'MARK NOT FOUND. AG7272 AG7272 STATION RECOVERY (2003) AG7272 AG7272'RECOVERY NOTE BY US POWER SQUADRON 2003 (RE) AG7272'REFERENCED 'RAILROAD LOADING PLATFORM' NO LONGER EXISTS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG7271 *********************************************************************** AG7271 DESIGNATION - I275 74 A01 RM 2 AG7271 PID - AG7271 AG7271 STATE/COUNTY- FL/PINELLAS AG7271 USGS QUAD - ST PETERSBURG (1987) AG7271 AG7271 *CURRENT SURVEY CONTROL AG7271 ___________________________________________________________________ AG7271* NAD 83(1986)- 27 48 10. (N) 082 40 08. (W) SCALED AG7271* NAVD 88 - 16.814 (meters) 55.16 (feet) ADJUSTED AG7271 ___________________________________________________________________ AG7271 GEOID HEIGHT- -24.39 (meters) GEOID99 AG7271 DYNAMIC HT - 16.789 (meters) 55.08 (feet) COMP AG7271 MODELED GRAV- 979,177.4 (mgal) NAVD 88 AG7271 AG7271 VERT ORDER - SECOND CLASS I AG7271 AG7271.The horizontal coordinates were scaled from a topographic map and have AG7271.an estimated accuracy of +/- 6 seconds. AG7271 AG7271.The orthometric height was determined by differential leveling AG7271.and adjusted by the National Geodetic Survey in June 1991. AG7271 AG7271.The geoid height was determined by GEOID99. AG7271 AG7271.The dynamic height is computed by dividing the NAVD 88 AG7271.geopotential number by the normal gravity value computed on the AG7271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7271.degrees latitude (g = 980.6199 gals.). AG7271 AG7271.The modeled gravity was interpolated from observed gravity values. AG7271 AG7271; North East Units Estimated Accuracy AG7271;SPC FL W - 384,530. 134,090. MT (+/- 180 meters Scaled) AG7271 AG7271 SUPERSEDED SURVEY CONTROL AG7271 AG7271 NGVD 29 - 17.076 (m) 56.02 (f) ADJ UNCH 2 1 AG7271 AG7271.Superseded values are not recommended for survey control. AG7271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7271.See file dsdata.txt to determine how the superseded data were derived. AG7271 AG7271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL356764(NAD 83) AG7271_MARKER: DR = REFERENCE MARK DISK AG7271_SETTING: 36 = CONCRETE RAILROAD PLATFORM AG7271_STAMPING: I275 74 A01 RM NO 2 AG7271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7271 AG7271 HISTORY - Date Condition Report By AG7271 HISTORY - 1974 MONUMENTED FLDT AG7271 HISTORY - 1975 GOOD FLDT AG7271 HISTORY - 19980416 MARK NOT FOUND USPSQD AG7271 HISTORY - 20030326 MARK NOT FOUND USPSQD AG7271 AG7271 STATION DESCRIPTION AG7271 AG7271'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG7271'IN ST PETERSBURG. AG7271'FROM THE JUNCTION OF STATE ROUTE 694 AND U.S. ROUTE 19 IN ST. AG7271'PETERSBURG, GO SOUTH ON U.S. ROUTE 19 FOR 2.8 MILES TO THE AG7271'INTERSECTION OF 30TH AVENUE NORTH, THEN GO EAST ON 30TH AVENUE NORTH AG7271'FOR 0.5 MILE TO THE INTERSECTION OF 28TH STREET, THEN GO NORTH ON 28TH AG7271'STREET FOR 0.2 MILE TO THE JUNCTION OF 34TH AVENUE NORTH. THE MARK IS AG7271'SET IN THE TOP SOUTHEAST END OF A RAILROAD LOADING PLATFORM IN THE AG7271'RAILROAD YARD. IT IS 48.5 FT. NORTHWEST OF THE SOUTHEAST EDGE OF THE AG7271'PLATFORM, 20.5 FT. SOUTHWEST OF THE NORTHEAST EDGE OF PLATFORM AND AG7271'1.4 FT. NORTHEAST OF THE SOUTHWEST EDGE OF PLATFORM. AG7271'THE MARK IS 4 FT ABOVE RAILROAD TRACKS. AG7271 AG7271 STATION RECOVERY (1998) AG7271 AG7271'RECOVERY NOTE BY US POWER SQUADRON 1998 AG7271'MARK NOT FOUND. AG7271 AG7271 STATION RECOVERY (2003) AG7271 AG7271'RECOVERY NOTE BY US POWER SQUADRON 2003 (RE) AG7271'REFERENCED 'RAILROAD LOADING PLATFORM' NO LONGER EXISTS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG2207 *********************************************************************** AG2207 DESIGNATION - LEALMAN A AG2207 PID - AG2207 AG2207 STATE/COUNTY- FL/PINELLAS AG2207 USGS QUAD - ST PETERSBURG (1987) AG2207 AG2207 *CURRENT SURVEY CONTROL AG2207 ___________________________________________________________________ AG2207* NAD 83(1990)- 27 48 33.48570(N) 082 40 45.92003(W) ADJUSTED AG2207* NAVD 88 - 24.5 (meters) 80. (feet) VERTCON AG2207 ___________________________________________________________________ AG2207 LAPLACE CORR- -1.84 (seconds) DEFLEC99 AG2207 GEOID HEIGHT- -24.38 (meters) GEOID99 AG2207 AG2207 HORZ ORDER - FIRST AG2207 AG2207.The horizontal coordinates were established by classical geodetic methods AG2207.and adjusted by the National Geodetic Survey in May 1991. AG2207 AG2207.The NAVD 88 height was computed by applying the VERTCON shift value to AG2207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AG2207 AG2207.The Laplace correction was computed from DEFLEC99 derived deflections. AG2207 AG2207.The geoid height was determined by GEOID99. AG2207 AG2207; North East Units Scale Converg. AG2207;SPC FL W - 385,262.606 133,056.527 MT 0.99999647 -0 19 01.1 AG2207;UTM 17 - 3,077,209.322 334,571.716 MT 0.99993779 -0 47 01.2 AG2207 AG2207: Primary Azimuth Mark Grid Az AG2207:SPC FL W - KRAUSS CO RAD MAST 322 26 56.6 AG2207:UTM 17 - KRAUSS CO RAD MAST 322 54 56.7 AG2207 AG2207|---------------------------------------------------------------------| AG2207| PID Reference Object Distance Geod. Az | AG2207| dddmmss.s | AG2207| AG2218 ST PETERSBURG RAD STA WWBA MST APPROX. 2.4 KM 0215702.6 | AG2207| AG2179 ST PETERSBURG 9TH AVE MUN TANK APPROX. 3.8 KM 1464107.5 | AG2207| CW7258 KRAUSS CO RAD MAST 3220755.5 | AG2207|---------------------------------------------------------------------| AG2207 AG2207 SUPERSEDED SURVEY CONTROL AG2207 AG2207 NAD 83(1986)- 27 48 33.49118(N) 082 40 45.93248(W) AD( ) 1 AG2207 NAD 27 - 27 48 32.39827(N) 082 40 46.57484(W) AD( ) 1 AG2207 NGVD 29 - 24.8 (m) 81. (f) VERT ANG AG2207 AG2207.Superseded values are not recommended for survey control. AG2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2207.See file dsdata.txt to determine how the superseded data were derived. AG2207 AG2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3457277209(NAD 83) AG2207_MARKER: DD = SURVEY DISK AG2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG2207 AG2207 HISTORY - Date Condition Report By AG2207 HISTORY - 1973 MONUMENTED FL-103 AG2207 HISTORY - 19980416 MARK NOT FOUND USPSQD AG2207 HISTORY - 20030326 MARK NOT FOUND USPSQD AG2207 AG2207 STATION DESCRIPTION AG2207 AG2207'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG2207'LOCATED ON OVERPASS ON U.S. HIGHWAY 19 OVER THE SEABOARD AG2207'COASTLINE RAILROAD, ABOUT 2 MILES EAST OF KENNETH CITY. AG2207' AG2207'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE ROUTE 694 AG2207'(PARK BOULEVARD), GO SOUTHEAST AND SOUTH ON U.S. HIGHWAY 19, FOR AG2207'2.2 MILES TO THE OVERPASS OVER THE SEABOARD COASTLINE RAILROAD. AG2207'THE STATION IS AT THE NORTHEAST CORNER OF THE NORTHBOUND LANE AG2207'BRIDGE AS DESCRIBED. AG2207' AG2207'BRONZE DISK STAMPED LEALMAN-A SET IN THE TOP OF A 12 INCH AG2207'DIAMETER ROUND CONCRETE MONUMENT THAT IS 2 INCHES ABOVE THE AG2207'GROUND. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF AG2207'CONCRETE 48 INCHES BELOW THE GROUND SURFACE. IT IS ABOUT 18 AG2207'FEET EAST OF THE CENTER OF THE NORTHBOUND LANE OF U.S. HIGHWAY AG2207'19, 6 FEET NORTH OF STATE DEPARTMENT OF TRANSPORTATION BENCH AG2207'MARK NUMBER 657 AT THE NORTHEAST CORNER OF THE BRIDGE, AND 6 AG2207'FEET SOUTH OF POWER POLE NUMBER 1-74645. AG2207' AG2207'KRAUSS COMPANY RADIO MAST IS RED AND WHITE AND IS LOCATED AT AG2207'6501 - 49TH STREET NORTH. AG2207' AG2207'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG2207 AG2207 STATION RECOVERY (1998) AG2207 AG2207'RECOVERY NOTE BY US POWER SQUADRON 1998 AG2207'MARK NOT FOUND. AG2207 AG2207 STATION RECOVERY (2003) AG2207 AG2207'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS) AG2207'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG7121 *********************************************************************** AG7121 DESIGNATION - PET AG7121 PID - AG7121 AG7121 STATE/COUNTY- FL/PINELLAS AG7121 USGS QUAD - ST PETERSBURG (1987) AG7121 AG7121 *CURRENT SURVEY CONTROL AG7121 ___________________________________________________________________ AG7121* NAD 83(1990)- 27 47 53.70622(N) 082 40 02.47838(W) ADJUSTED AG7121* NAVD 88 - 16.271 (meters) 53.38 (feet) ADJUSTED AG7121 ___________________________________________________________________ AG7121 LAPLACE CORR- -1.87 (seconds) DEFLEC99 AG7121 GEOID HEIGHT- -24.39 (meters) GEOID99 AG7121 DYNAMIC HT - 16.247 (meters) 53.30 (feet) COMP AG7121 MODELED GRAV- 979,177.0 (mgal) NAVD 88 AG7121 AG7121 HORZ ORDER - FIRST AG7121 VERT ORDER - SECOND CLASS I AG7121 AG7121.The horizontal coordinates were established by classical geodetic methods AG7121.and adjusted by the National Geodetic Survey in May 1991. AG7121 AG7121.The orthometric height was determined by differential leveling AG7121.and adjusted by the National Geodetic Survey in June 1991. AG7121 AG7121.The Laplace correction was computed from DEFLEC99 derived deflections. AG7121 AG7121.The geoid height was determined by GEOID99. AG7121 AG7121.The dynamic height is computed by dividing the NAVD 88 AG7121.geopotential number by the normal gravity value computed on the AG7121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7121.degrees latitude (g = 980.6199 gals.). AG7121 AG7121.The modeled gravity was interpolated from observed gravity values. AG7121 AG7121; North East Units Scale Converg. AG7121;SPC FL W - 384,031.607 134,238.878 MT 0.99999453 -0 18 40.5 AG7121;UTM 17 - 3,075,968.810 335,743.933 MT 0.99993302 -0 46 39.9 AG7121 AG7121: Primary Azimuth Mark Grid Az AG7121:SPC FL W - FEDERAL 134 56 57.4 AG7121:UTM 17 - FEDERAL 135 24 56.8 AG7121 AG7121|---------------------------------------------------------------------| AG7121| PID Reference Object Distance Geod. Az | AG7121| dddmmss.s | AG7121| AG2235 ST PETERSBURG FIRST ASSY GOD APPROX. 3.4 KM 0090121.8 | AG7121| AG7122 PET RM 1 22.908 METERS 01848 | AG7121| AG2137 SNELL ISLE COUNTRY CLUB TANK APPROX. 4.6 KM 0911726.1 | AG7121| AG2176 ST PETERSBURG 13TH AVE MUN TK APPROX. 3.0 KM 1185251.7 | AG7121| AG2189 ST PETERSBURG VINOY PARK HOTEL APPROX. 4.3 KM 1212734.1 | AG7121| AG2199 ST PETERSBURG FIRST UN METH CH APPROX. 4.0 KM 1323336.3 | AG7121| AG2188 ST PETERSBURG ST PETER EPIS CH APPROX. 3.9 KM 1342054.6 | AG7121| AG2215 FEDERAL APPROX. 4.5 KM 1343816.9 | AG7121| AG2208 ST PETERSBURG RUTLAND BLDG CUP APPROX. 4.1 KM 1363016.8 | AG7121| AG2179 ST PETERSBURG 9TH AVE MUN TANK APPROX. 2.1 KM 1552331.8 | AG7121| AG2223 ST PETERSBURG 17TH AVE MUN TK APPROX. 5.1 KM 1645624.9 | AG7121| AG2511 ST PETERSBURG ST JOS CATH CH APPROX. 5.5 KM 1732619.6 | AG7121| AG2236 ST PETERSBURG ST JUDE CATH CH APPROX. 5.1 KM 2433955.5 | AG7121| AG2231 ST PETERSBURG NORTHSIDE BAP CH APPROX. 4.9 KM 2795708.4 | AG7121| AG7120 PET RM 2 23.084 METERS 28622 | AG7121| AG2240 ST PETERSBURG CLEARVIEW BAP CH APPROX. 2.6 KM 2904713.5 | AG7121| AG7118 ST PETERSBURG SE BASE RM 3 3142137.8 | AG7121| AG2218 ST PETERSBURG RAD STA WWBA MST APPROX. 3.5 KM 3551620.6 | AG7121|---------------------------------------------------------------------| AG7121 AG7121 SUPERSEDED SURVEY CONTROL AG7121 AG7121 NAD 83(1986)- 27 47 53.71155(N) 082 40 02.49088(W) AD( ) 1 AG7121 NAD 27 - 27 47 52.61726(N) 082 40 03.13438(W) AD( ) 1 AG7121 NGVD 29 - 16.534 (m) 54.25 (f) ADJ UNCH 2 1 AG7121 AG7121.Superseded values are not recommended for survey control. AG7121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7121.See file dsdata.txt to determine how the superseded data were derived. AG7121 AG7121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3574475969(NAD 83) AG7121_MARKER: DS = TRIANGULATION STATION DISK AG7121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7121_STAMPING: PET 1973 AG7121_PROJECTION: RECESSED 3 CENTIMETERS AG7121_MAGNETIC: N = NO MAGNETIC MATERIAL AG7121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7121+STABILITY: SURFACE MOTION AG7121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG7121+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003 AG7121 AG7121 HISTORY - Date Condition Report By AG7121 HISTORY - 1973 MONUMENTED NGS AG7121 HISTORY - 1975 GOOD FLDT AG7121 HISTORY - 1975 GOOD FLDT AG7121 HISTORY - 1976 GOOD FLDT AG7121 HISTORY - 19930129 GOOD USPSQD AG7121 HISTORY - 20030401 GOOD USPSQD AG7121 AG7121 STATION DESCRIPTION AG7121 AG7121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AG7121'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF KENNETH AG7121'CITY, 2-1/4 MILES SOUTH OF PINELLAS PARK, IN ST PETERSBURG AND ON AG7121'PROPERTY OWNED BY ANIMAL MEDICAL CENTER. AG7121' AG7121'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 694 AND AG7121'U.S. HIGHWAY 19 IN PINELLAS PARK, GO SOUTH ON HIGHWAY 19 FOR AG7121'2.85 MILES TO A CROSSROAD 30TH AVENUE NORTH. TURN LEFT AND GO AG7121'EAST ON 30TH AVENUE NORTH FOR 0.7 MILE TO THE AZIMUTH MARK ON THE AG7121'LEFT JUST AFTER PASSING OVER RAILROAD TRACKS. CONTINUE EAST AG7121'ON 30TH AVENUE NORTH FOR 0.05 MILE TO THE ENTRANCE TO ANIMAL AG7121'MEDICAL CENTER ON THE RIGHT AND THE STATION IN BACK AS AG7121'DESCRIBED. AG7121' AG7121'STATION MARKS, STAMPED PET 1973 ARE STANDARD DISKS. THE SURFACE AG7121'MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS AG7121'FLUSH WITH THE GROUND AND THE UNDERGROUND MARK IS ABOUT 42 AG7121'INCHES BELOW THE GROUND. THEY ARE 166.5 FEET SOUTH OF THE AG7121'SOUTHEAST CORNER OF THE MEDICAL CENTER, 54 FEET EAST OF THE EAST AG7121'RAIL OF RAILROAD TRACKS AND 17 FEET NORTHWEST OF A METAL WITNESS AG7121'POST. AG7121' AG7121'REFERENCE MARK 1, STAMPED PET NO 1 1973 IS A STANDARD DISK SET AG7121'IN TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE AG7121'GROUND. IT IS 100 FEET SOUTHEAST OF SOUTHEAST CORNER OF MEDICAL AG7121'CENTER, 66 FEET SOUTH OF A PALM TREE AND 65 FEET WEST OF THE WEST AG7121'EDGE OF A PARKING LOT. AG7121' AG7121'REFERENCE MARK 2, STAMPED PET NO 2 1973 IS A STANDARD DISK SET AG7121'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE AG7121'GROUND. IT IS 88.5 FEET NORTH OF A TELEPHONE POLE, 11.5 FEET EAST AG7121'OF THE EAST RAIL OF RAILROAD TRACKS, 3.5 FEET SOUTH OF METAL AG7121'WITNESS POST. AG7121' AG7121'AZIMUTH MARK, STAMPED ST PETERSBURG SOUTH EAST BASE NO 3 1933-4 AG7121'IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT AG7121'THAT IS FLUSH WITH THE GROUND. IT IS 39 FEET WEST OF A TELEPHONE AG7121'POLE, 28.5 FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS, 25.5 AG7121'FEET NORTH OF THE CENTER OF 30TH AVENUE NORTH, 5.5 FEET NORTH OF AG7121'RAILROAD CROSSING SIGNAL. AG7121' AG7121'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS. AG7121 AG7121 STATION RECOVERY (1975) AG7121 AG7121'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG7121'IN ST PETERSBURG. AG7121'FROM THE JUNCTION OF STATE ROUTE 694 AND U.S. ROUTE 19 IN ST. AG7121'PETERSBURG, GO SOUTH ON U.S. ROUTE 19 FOR 2.8 MILES TO THE AG7121'INTERSECTION OF 30TH AVENUE NORTH, THEN GO EAST ON 30TH AVENUE NORTH AG7121'FOR 0.8 MILE TO THE ENTRANCE OF THE ANIMAL MEDICAL CENTER ON THE RIGHT AG7121'AND STATION IN THE BACKYARD 169 FT. SOUTH OF THE SOUTHEAST CORNER OF AG7121'THE MEDICAL CENTER, 53 FT. EAST NORTHEAST OF THE NORTHEAST RAIL OF THE AG7121'RAILROAD TRACKS, 36 FT. WEST OF A CHAIN LINK FENCE. AG7121 AG7121 STATION RECOVERY (1975) AG7121 AG7121'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG7121'FROM THE JUNCTION OF STATE ROUTE 694 AND U.S. ROUTE 19 IN ST. AG7121'PETERSBURG, GO SOUTH ON U.S. ROUTE 19 FOR 2.8 MILES TO THE AG7121'INTERSECTION OF 30TH AVENUE NORTH, THEN GO EAST ON 30TH AVENUE NORTH AG7121'FOR 0.8 MILE TO THE ENTRANCE OF THE ANIMAL MEDICAL CENTER ON THE RIGHT AG7121'AND STATION IN THE BACKYARD 169 FT. SOUTH OF THE SOUTHEAST CORNER OF AG7121'THE MEDICAL CENTER, 53 FT. EAST NORTHEAST OF THE NORTHEAST RAIL OF THE AG7121'RAILROAD TRACKS, 36 FT. WEST OF A CHAIN LINK FENCE. AG7121 AG7121 STATION RECOVERY (1976) AG7121 AG7121'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM) AG7121'STATION LOCATION AND TO REACH BY L.K. ZURFLUH, IN 1973, ARE ADEQUATE. AG7121'SOME DIFFERENCE WAS NOTED IN DISTANCE TO, AND DIRECTION BETWEEN AG7121'REFERENCE MARKS, THEREFORE NEW VALUES ARE SHOWN ABOVE. IT SHOULD AG7121'HOWEVER BE NOTED THAT THE AZIMUTH MARK IS NOW LEANING TO THE AG7121'NORTH-NORTHWEST, POSSIBLY CAUSING THE DIFFERENCE IN DIRECTION. AG7121'DESCRIPTION OF MARKS IS ADEQUATE. AG7121 AG7121 STATION RECOVERY (1993) AG7121 AG7121'RECOVERY NOTE BY US POWER SQUADRON 1993 (WLR) AG7121'RECOVERED IN GOOD CONDITION. AG7121 AG7121 STATION RECOVERY (2003) AG7121 AG7121'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB) AG7121'BACKYARD OF THE ANIMAL MEDICAL CENTER HAS BEEN REGRADED. RECOMMEND AG7121'DESCRIPTION BE CHANGED TO READ...IN THE TOP OF A ROUND CONCRETE AG7121'MONUMENT.IT IS 167 FEET SOUTH OF THE SOUTHEAST CORNER OF THE MEDICAL AG7121'CENTER, 25.5 FT SOUTH SOUTHEAST OF A 3 FT OAK TREE, 9.0 FT NORTH AG7121'NORTHEAST OF A SECOND OAK TREE SOUTH OF THE FIRST TREE, 6.5 FT AG7121'NORTHEAST OF A CHAIN LINK FENCE CARRYING A METAL WITNESS PLATE, AND 6 AG7121'INCHES BELOW GROUND LEVEL. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG7119 *********************************************************************** AG7119 DESIGNATION - PET A AG7119 PID - AG7119 AG7119 STATE/COUNTY- FL/PINELLAS AG7119 USGS QUAD - ST PETERSBURG (1987) AG7119 AG7119 *CURRENT SURVEY CONTROL AG7119 ___________________________________________________________________ AG7119* NAD 83(1990)- 27 47 57.02579(N) 082 40 07.11484(W) ADJUSTED AG7119* NAVD 88 - 16.524 (meters) 54.21 (feet) ADJUSTED AG7119 ___________________________________________________________________ AG7119 LAPLACE CORR- -1.87 (seconds) DEFLEC99 AG7119 GEOID HEIGHT- -24.39 (meters) GEOID99 AG7119 DYNAMIC HT - 16.499 (meters) 54.13 (feet) COMP AG7119 MODELED GRAV- 979,177.1 (mgal) NAVD 88 AG7119 AG7119 HORZ ORDER - THIRD AG7119 VERT ORDER - SECOND CLASS II AG7119 AG7119.The horizontal coordinates were established by classical geodetic methods AG7119.and adjusted by the National Geodetic Survey in May 1991. AG7119 AG7119.The orthometric height was determined by differential leveling AG7119.and adjusted by the National Geodetic Survey in June 1991. AG7119 AG7119.The Laplace correction was computed from DEFLEC99 derived deflections. AG7119 AG7119.The geoid height was determined by GEOID99. AG7119 AG7119.The dynamic height is computed by dividing the NAVD 88 AG7119.geopotential number by the normal gravity value computed on the AG7119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7119.degrees latitude (g = 980.6199 gals.). AG7119 AG7119.The modeled gravity was interpolated from observed gravity values. AG7119 AG7119; North East Units Scale Converg. AG7119;SPC FL W - 384,134.479 134,112.521 MT 0.99999474 -0 18 42.7 AG7119;UTM 17 - 3,076,072.701 335,618.425 MT 0.99993353 -0 46 42.2 AG7119 AG7119 SUPERSEDED SURVEY CONTROL AG7119 AG7119 NAD 83(1986)- 27 47 57.03119(N) 082 40 07.12724(W) AD( ) 3 AG7119 NAD 27 - 27 47 55.93708(N) 082 40 07.77052(W) AD( ) 3 AG7119 NGVD 29 - 16.787 (m) 55.08 (f) ADJ UNCH 2 2 AG7119 AG7119.Superseded values are not recommended for survey control. AG7119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7119.See file dsdata.txt to determine how the superseded data were derived. AG7119 AG7119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3561876073(NAD 83) AG7119_MARKER: DD = SURVEY DISK AG7119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7119_STAMPING: PET A AG7119_PROJECTION: FLUSH AG7119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7119+STABILITY: SURFACE MOTION AG7119 AG7119 HISTORY - Date Condition Report By AG7119 HISTORY - 1977 MONUMENTED FL-103 AG7119 HISTORY - 1978 GOOD FL-103 AG7119 HISTORY - 19930129 GOOD USPSQD AG7119 HISTORY - 20030401 MARK NOT FOUND USPSQD AG7119 AG7119 STATION DESCRIPTION AG7119 AG7119'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 AG7119'IN ST PETERSBURG. AG7119'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 92 SR 687 4TH AG7119'ST. AND SR 595 5TH AVE. N., RUN NORTHERLY ON SR 687 FOR 1.50 MILES TO AG7119'THE INTERSECTION OF 30TH AVE. N. TURN LEFT AND RUN WESTERLY ON 30TH AG7119'AVE. N. FOR 1.95 MILES TO THE RAILROAD TRACKS. STATION ON LEFT, 24.0 AG7119'FT. SOUTH OF THE CENTERLINE OF 30TH AVE. N., 24.9 FT. S.W. OF THE AG7119'CENTERLINE OF THE RAILROAD TRACKS, 71.5 FT. N.E. OF THE N.E. CORNER AG7119'OF A SINGLE STORY BLOCK BUILDING AAAA AUTO PARTS, 2550 30TH AVE. N., AG7119'4.4 FT. SOUTH OF A RAILROAD SIGNAL LIGHT. SET IN THE TOP OF A AG7119'CONCRETE POST THAT IS FLUSH WITH THE GROUND. AG7119 AG7119 STATION RECOVERY (1978) AG7119 AG7119'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978 (DF) AG7119'THE STATION IS LOCATED IN THE NORTH CENTRAL PORTION OF THE CITY OF AG7119'ST. PETERSBURG, IN SECTION 11, TOWNSHIP 31 SOUTH, RANGE 16 EAST. AG7119' AG7119'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 (34TH STREET NORTH) AG7119'AND STATE ROUTE 595 (5TH AVENUE NORTH), GO NORTH ON U.S. HIGHWAY 19 AG7119'FOR 1.50 MILES TO THE INTERSECTION OF 30TH AVENUE NORTH. TURN AG7119'RIGHT AND GO EAST ON 30TH AVENUE NORTH FOR .65 MILE TO THE AG7119'SEABOARD COASTLINE RAILROAD TRACK. STATION IS IN THE SOUTHWEST AG7119'CORNER OF THE INTERSECTION AS DESCRIBED. AG7119' AG7119'BRONZE DISK STAMPED PET A SET IN TOP OF A 12-INCH DIAMETER AG7119'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG7119' AG7119'IT IS 32.8 FEET SOUTH OF CENTER OF 30TH AVENUE NORTH, 25.0 FEET AG7119'SOUTHWEST OF CENTER OF THE RAILROAD TRACKS, 10.0 FEET NORTHWEST AG7119'OF A TELEPHONE POLE (NO NUMBER), AND 4.5 FEET SOUTHEAST OF A AG7119'RAILROAD SIGNAL LIGHT. AG7119' AG7119'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG7119 AG7119 STATION RECOVERY (1993) AG7119 AG7119'RECOVERY NOTE BY US POWER SQUADRON 1993 (WLR) AG7119'RECOVERED IN GOOD CONDITION. AG7119 AG7119 STATION RECOVERY (2003) AG7119 AG7119'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB) AG7119'SEE REMARKS FOR PID 7118. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG0774 *********************************************************************** AG0774 DESIGNATION - PET C AG0774 PID - AG0774 AG0774 STATE/COUNTY- FL/PINELLAS AG0774 USGS QUAD - ST PETERSBURG (1987) AG0774 AG0774 *CURRENT SURVEY CONTROL AG0774 ___________________________________________________________________ AG0774* NAD 83(1990)- 27 48 10.66637(N) 082 40 46.80801(W) ADJUSTED AG0774* NAVD 88 - 16.464 (meters) 54.02 (feet) ADJUSTED AG0774 ___________________________________________________________________ AG0774 LAPLACE CORR- -1.82 (seconds) DEFLEC99 AG0774 GEOID HEIGHT- -24.37 (meters) GEOID99 AG0774 DYNAMIC HT - 16.440 (meters) 53.94 (feet) COMP AG0774 MODELED GRAV- 979,177.6 (mgal) NAVD 88 AG0774 AG0774 HORZ ORDER - SECOND AG0774 VERT ORDER - SECOND CLASS II AG0774 AG0774.The horizontal coordinates were established by classical geodetic methods AG0774.and adjusted by the National Geodetic Survey in May 1991. AG0774 AG0774.The orthometric height was determined by differential leveling AG0774.and adjusted by the National Geodetic Survey in June 1991. AG0774 AG0774.The Laplace correction was computed from DEFLEC99 derived deflections. AG0774 AG0774.The geoid height was determined by GEOID99. AG0774 AG0774.The dynamic height is computed by dividing the NAVD 88 AG0774.geopotential number by the normal gravity value computed on the AG0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0774.degrees latitude (g = 980.6199 gals.). AG0774 AG0774.The modeled gravity was interpolated from observed gravity values. AG0774 AG0774; North East Units Scale Converg. AG0774;SPC FL W - 384,560.322 133,028.335 MT 0.99999652 -0 19 01.3 AG0774;UTM 17 - 3,076,507.332 334,537.808 MT 0.99993793 -0 47 01.1 AG0774 AG0774: Primary Azimuth Mark Grid Az AG0774:SPC FL W - LEALMAN E 002 32 14.1 AG0774:UTM 17 - LEALMAN E 003 00 13.9 AG0774 AG0774|---------------------------------------------------------------------| AG0774| PID Reference Object Distance Geod. Az | AG0774| dddmmss.s | AG0774| AG0658 LEALMAN E APPROX. 0.7 KM 0021312.8 | AG0774| AG0775 PET D 404.773 METERS 1753012.6 | AG0774|---------------------------------------------------------------------| AG0774 AG0774 SUPERSEDED SURVEY CONTROL AG0774 AG0774 NAD 83(1986)- 27 48 10.67185(N) 082 40 46.82047(W) AD( ) 2 AG0774 NAD 27 - 27 48 09.57827(N) 082 40 47.46284(W) AD( ) 2 AG0774 NGVD 29 - 16.729 (m) 54.89 (f) ADJ UNCH 2 2 AG0774 AG0774.Superseded values are not recommended for survey control. AG0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0774.See file dsdata.txt to determine how the superseded data were derived. AG0774 AG0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3453876507(NAD 83) AG0774_MARKER: DD = SURVEY DISK AG0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0774_STAMPING: PET C AG0774_MARK LOGO: FL-103 AG0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0774+STABILITY: SURFACE MOTION AG0774 AG0774 HISTORY - Date Condition Report By AG0774 HISTORY - 1976 MONUMENTED FL-103 AG0774 HISTORY - 1976 GOOD FLDT AG0774 HISTORY - 1983 MARK NOT FOUND USPSQD AG0774 HISTORY - 19930129 MARK NOT FOUND USPSQD AG0774 HISTORY - 20030326 MARK NOT FOUND USPSQD AG0774 AG0774 STATION DESCRIPTION AG0774 AG0774'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0774'THE STATION IS LOCATED IN THE NORTH CENTRAL PORTION OF THE CITY AG0774'OF ST. PETERSBURG ON THE WEST SIDE OF U.S. HIGHWAY 19, IN SECTION AG0774'10, TOWNSHIP 31 SOUTH, RANGE 16 EAST. AG0774' AG0774'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 (34TH STREET N.) AND AG0774'STATE ROUTE 595 (5TH AVENUE N.) IN ST. PETERSBURG, GO NORTH ON AG0774'U.S. HIGHWAY 19 1.75 MILE TO THE INTERSECTION OF 34TH AVENUE AG0774'N. STATION IS IN THE NORTHWEST CORNER OF THE INTERSECTION AS AG0774'DESCRIBED. AG0774' AG0774'BRONZE DISK STAMPED PET C SET IN TOP OF A 12 INCH DIAMETER ROUND AG0774'CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0774' AG0774'IT IS 46.0 FEET NORTH OF CENTER OF 34TH AVENUE N., 28.9 FEET WEST AG0774'OF CENTER OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 19, 2. FEET AG0774'NORTHEAST OF A 8 INCH X 8 INCH CONCRETE POWER POLE NUMBER 103482. AG0774' AG0774'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0774 AG0774 STATION RECOVERY (1976) AG0774 AG0774'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0774'AT ST PETERSBURG. AG0774'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AG0774'PARK BLVD. (SR 694, 74 AVE). RUN SOUTHERLY ON U.S. HWY. 19 FOR AG0774'2.70 MILE TO 34 AVE. N. STATION ON RIGHT, IN THE N.W. CORNER, AG0774'48.5 FT. WEST OF THE CENTERLINE OF U.S. HWY. 19, 46.2 FT. NORTH AG0774'OF THE CENTERLINE OF 34 AVE. N., 29.5 FT. N.E. OF A FIRE HYDRANT, AG0774'6.0 FT. WEST OF THE BACK OF CURB, 2.8 FT. NORTH OF LIGHT POLE, AG0774'NUMBER 103482. SET IN THE TOP OF A CONCRETE POST THAT IS 2 AG0774'INCHES BELOW THE GROUND. SECTION 10, T 31, R 16. AG0774 AG0774 STATION RECOVERY (1983) AG0774 AG0774'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0774'MARK NOT FOUND. AG0774 AG0774 STATION RECOVERY (1993) AG0774 AG0774'RECOVERY NOTE BY US POWER SQUADRON 1993 (WLR) AG0774'MARK NOT FOUND. AG0774 AG0774 STATION RECOVERY (2003) AG0774 AG0774'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS) AG0774'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG0775 *********************************************************************** AG0775 DESIGNATION - PET D AG0775 PID - AG0775 AG0775 STATE/COUNTY- FL/PINELLAS AG0775 USGS QUAD - ST PETERSBURG (1987) AG0775 AG0775 *CURRENT SURVEY CONTROL AG0775 ___________________________________________________________________ AG0775* NAD 83(1990)- 27 47 57.55729(N) 082 40 45.64872(W) ADJUSTED AG0775* NAVD 88 - 15.567 (meters) 51.07 (feet) ADJUSTED AG0775 ___________________________________________________________________ AG0775 LAPLACE CORR- -1.82 (seconds) DEFLEC99 AG0775 GEOID HEIGHT- -24.37 (meters) GEOID99 AG0775 DYNAMIC HT - 15.544 (meters) 51.00 (feet) COMP AG0775 MODELED GRAV- 979,177.3 (mgal) NAVD 88 AG0775 AG0775 HORZ ORDER - SECOND AG0775 VERT ORDER - SECOND CLASS II AG0775 AG0775.The horizontal coordinates were established by classical geodetic methods AG0775.and adjusted by the National Geodetic Survey in May 1991. AG0775 AG0775.The orthometric height was determined by differential leveling AG0775.and adjusted by the National Geodetic Survey in June 1991. AG0775 AG0775.The Laplace correction was computed from DEFLEC99 derived deflections. AG0775 AG0775.The geoid height was determined by GEOID99. AG0775 AG0775.The dynamic height is computed by dividing the NAVD 88 AG0775.geopotential number by the normal gravity value computed on the AG0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0775.degrees latitude (g = 980.6199 gals.). AG0775 AG0775.The modeled gravity was interpolated from observed gravity values. AG0775 AG0775; North East Units Scale Converg. AG0775;SPC FL W - 384,156.626 133,057.836 MT 0.99999647 -0 19 00.6 AG0775;UTM 17 - 3,076,103.433 334,564.018 MT 0.99993782 -0 47 00.2 AG0775 AG0775: Primary Azimuth Mark Grid Az AG0775:SPC FL W - PET C 355 49 13.8 AG0775:UTM 17 - PET C 356 17 13.4 AG0775 AG0775|---------------------------------------------------------------------| AG0775| PID Reference Object Distance Geod. Az | AG0775| dddmmss.s | AG0775| AG0774 PET C 404.773 METERS 3553013.2 | AG0775|---------------------------------------------------------------------| AG0775 AG0775 SUPERSEDED SURVEY CONTROL AG0775 AG0775 NAD 83(1986)- 27 47 57.56273(N) 082 40 45.66120(W) AD( ) 2 AG0775 NAD 27 - 27 47 56.46864(N) 082 40 46.30358(W) AD( ) 2 AG0775 NGVD 29 - 15.832 (m) 51.94 (f) ADJ UNCH 2 2 AG0775 AG0775.Superseded values are not recommended for survey control. AG0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0775.See file dsdata.txt to determine how the superseded data were derived. AG0775 AG0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3456476103(NAD 83) AG0775_MARKER: DD = SURVEY DISK AG0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0775_STAMPING: PET D AG0775_MARK LOGO: FL-103 AG0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0775+STABILITY: SURFACE MOTION AG0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG0775+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003 AG0775 AG0775 HISTORY - Date Condition Report By AG0775 HISTORY - 1976 MONUMENTED FL-103 AG0775 HISTORY - 1976 GOOD FLDT AG0775 HISTORY - 1977 GOOD FL-103 AG0775 HISTORY - 19930129 GOOD USPSQD AG0775 HISTORY - 20030326 GOOD USPSQD AG0775 AG0775 STATION DESCRIPTION AG0775 AG0775'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0775'THE STATION IS LOCATED IN THE NORTH CENTRAL PORTION OF THE CITY AG0775'OF ST. PETERSBURG, ON THE EAST SIDE OF U.S. HIGHWAY 19, IN AG0775'SECTION 11, TOWNSHIP 31 SOUTH, RANGE 16 EAST. AG0775' AG0775'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 (34TH STREET N.) AND AG0775'STATE ROUTE 595 (5TH AVENUE N.) IN ST. PETERSBURG, GO NORTH ON AG0775'U.S. HIGHWAY 19 FOR 1.50 MILES TO THE INTERSECTION OF 30TH AG0775'AVENUE N. STATION IS IN THE NORTHEAST CORNER OF THE INTERSECTION AG0775'AS DESCRIBED. AG0775' AG0775'BRONZE DISK STAMPED PET D SET IN TOP OF A 12 INCH DIAMETER ROUND AG0775'CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0775' AG0775'IT IS 43.0 FEET NORTH OF CENTER OF 30TH AVENUE N., 28.0 FEET AG0775'EAST OF CENTER OF THE NORTHBOUND LANES OF U.S. HIGHWAY 19, 2.7 AG0775'FEET NORTHWEST OF A CONCRETE TRAFFIC LIGHT POLE, 1.7 FEET SOUTHEAST AG0775'OF A CONCRETE LIGHT POLE. AG0775' AG0775'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0775 AG0775 STATION RECOVERY (1976) AG0775 AG0775'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0775'AT ST PETERSBURG. AG0775'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AG0775'PARK BLVD. (SR 694, 74 AVE). RUN SOUTHERLY ON U.S. HWY. 19 FOR 2.95 AG0775'MILES TO 30 AVE. N. STATION ON LEFT, IN THE N.E. CORNER, 51.5 AG0775'FT. EAST OF THE CENTERLINE OF U.S. HWY. 19, 44.0 FT. NORTH OF AG0775'THE CENTERLINE OF 30 AVE. N., 7.8 FT. N.E. OF THE BACK OF CURB, AG0775'2.5 FT. NORTH OF A 2 FOOT CONCRETE SIGNAL LIGHT POLE (NO NUMBER), AG0775'2.2 FEET SOUTH OF A CONCRETE LIGHT POLE, NUMBER 101816. SET AG0775'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. AG0775'SECTION 11, T 31, R 16. AG0775 AG0775 STATION RECOVERY (1977) AG0775 AG0775'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977 AG0775'RECOVERED IN GOOD CONDITION. AG0775 AG0775 STATION RECOVERY (1993) AG0775 AG0775'RECOVERY NOTE BY US POWER SQUADRON 1993 (WLR) AG0775'RECOVERED IN GOOD CONDITION. AG0775 AG0775 STATION RECOVERY (2003) AG0775 AG0775'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS) AG0775'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG0776 *********************************************************************** AG0776 DESIGNATION - PET E AG0776 PID - AG0776 AG0776 STATE/COUNTY- FL/PINELLAS AG0776 USGS QUAD - ST PETERSBURG (1987) AG0776 AG0776 *CURRENT SURVEY CONTROL AG0776 ___________________________________________________________________ AG0776* NAD 83(1990)- 27 47 31.78325(N) 082 40 46.83172(W) ADJUSTED AG0776* NAVD 88 - 15.470 (meters) 50.75 (feet) ADJUSTED AG0776 ___________________________________________________________________ AG0776 LAPLACE CORR- -1.81 (seconds) DEFLEC99 AG0776 GEOID HEIGHT- -24.36 (meters) GEOID99 AG0776 DYNAMIC HT - 15.448 (meters) 50.68 (feet) COMP AG0776 MODELED GRAV- 979,176.8 (mgal) NAVD 88 AG0776 AG0776 HORZ ORDER - SECOND AG0776 VERT ORDER - SECOND CLASS II AG0776 AG0776.The horizontal coordinates were established by classical geodetic methods AG0776.and adjusted by the National Geodetic Survey in May 1991. AG0776 AG0776.The orthometric height was determined by differential leveling AG0776.and adjusted by the National Geodetic Survey in June 1991. AG0776 AG0776.The Laplace correction was computed from DEFLEC99 derived deflections. AG0776 AG0776.The geoid height was determined by GEOID99. AG0776 AG0776.The dynamic height is computed by dividing the NAVD 88 AG0776.geopotential number by the normal gravity value computed on the AG0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0776.degrees latitude (g = 980.6199 gals.). AG0776 AG0776.The modeled gravity was interpolated from observed gravity values. AG0776 AG0776; North East Units Scale Converg. AG0776;SPC FL W - 383,363.437 133,021.065 MT 0.99999653 -0 19 00.9 AG0776;UTM 17 - 3,075,310.616 334,520.793 MT 0.99993800 -0 47 00.1 AG0776 AG0776: Primary Azimuth Mark Grid Az AG0776:SPC FL W - PET D 002 39 15.1 AG0776:UTM 17 - PET D 003 07 14.3 AG0776 AG0776|---------------------------------------------------------------------| AG0776| PID Reference Object Distance Geod. Az | AG0776| dddmmss.s | AG0776| AG0775 PET D APPROX. 0.8 KM 0022014.2 | AG0776| AG0782 PET K 396.453 METERS 26251 | AG0776|---------------------------------------------------------------------| AG0776 AG0776 SUPERSEDED SURVEY CONTROL AG0776 AG0776 NAD 83(1986)- 27 47 31.78865(N) 082 40 46.84424(W) AD( ) 2 AG0776 NAD 27 - 27 47 30.69362(N) 082 40 47.48657(W) AD( ) 2 AG0776 NGVD 29 - 15.736 (m) 51.63 (f) ADJ UNCH 2 2 AG0776 AG0776.Superseded values are not recommended for survey control. AG0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0776.See file dsdata.txt to determine how the superseded data were derived. AG0776 AG0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3452175311(NAD 83) AG0776_MARKER: DD = SURVEY DISK AG0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0776_STAMPING: PET E AG0776_MARK LOGO: FL-103 AG0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0776+STABILITY: SURFACE MOTION AG0776 AG0776 HISTORY - Date Condition Report By AG0776 HISTORY - 1976 MONUMENTED FL-103 AG0776 HISTORY - 1976 GOOD FLDT AG0776 HISTORY - 1983 GOOD USPSQD AG0776 HISTORY - 19930129 GOOD USPSQD AG0776 HISTORY - 20030326 MARK NOT FOUND USPSQD AG0776 AG0776 STATION DESCRIPTION AG0776 AG0776'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0776'THE STATION IS IN THE CENTRAL PORTION OF THE CITY OF ST. PETERSBURG AG0776'ON THE WEST SIDE OF U.S. HIGHWAY 19, IN SECTION 10, TOWNSHIP 31 AG0776'SOUTH, RANGE 16 EAST. AG0776' AG0776'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 (34TH STREET N.) AG0776'AND STATE ROUTE 595 (5TH AVENUE N.) IN ST. PETERSBURG, GO NORTH AG0776'ON U.S. HIGHWAY 19 FOR 1.0 MILE TO THE INTERSECTION OF 22ND AVENUE AG0776'N. STATION IS IN THE NORTHWEST CORNER OF THE INTERSECTION AS AG0776'DESCRIBED. AG0776' AG0776'BRONZE DISK STAMPED PET E SET IN TOP OF A 12 INCH DIAMETER AG0776'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0776' AG0776'IT IS 36.8 FEET WEST OF CENTER OF THE SOUTHBOUND LANES OF AG0776'U.S. HIGHWAY 19, 27.3 FEET NORTHEAST OF THE AMOCO SERVICE STATION AG0776'SIGN, 23.6 FEET SOUTHEAST OF THE MOST EASTLY 10 INCH PALM IN A AG0776'CLUMP OF FIVE PALM TREES, 17.8 FEET NORTHWEST OF A CONCRETE LIGHT AG0776'POLE NUMBER 99851, 1.0 FOOT EAST OF EAST EDGE OF SIDEWALK. AG0776' AG0776'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0776 AG0776 STATION RECOVERY (1976) AG0776 AG0776'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0776'AT ST PETERSBURG. AG0776'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AG0776'PARK BLVD. (SR 694, 74 AVE). RUN SOUTHERLY ON U.S. HWY. 19 FOR AG0776'3.5 MILES TO 22 AVE. N. STATION ON RIGHT, IN THE N.E. CORNER, AG0776'62.8 FT. WEST OF THE CENTERLINE OF U.S. HWY. 19, 106.5 FT. AG0776'NORTH OF THE CENTERLINE OF 22 AVE. N., 24.0 FT. EAST OF A 10 AG0776'INCH PALM TREE, 20.3 FT. WEST OF THE BACK OF CURB, 18.5 FT. N.W. AG0776'OF LIGHT POLE, NUMBER 99851, 1.0 FT. EAST OF THE FACE OF AG0776'SIDEWALK. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH AG0776'THE GROUND. SECTION 10, T 31, R 16. AG0776 AG0776 STATION RECOVERY (1983) AG0776 AG0776'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0776'ALL LOCATION REFERNCE POINTS ARE VALID. AG0776 AG0776 STATION RECOVERY (1993) AG0776 AG0776'RECOVERY NOTE BY US POWER SQUADRON 1993 (WLR) AG0776'RECOVERED IN GOOD CONDITION. AG0776 AG0776 STATION RECOVERY (2003) AG0776 AG0776'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS) AG0776'THE 1976 DESCRIPTION CONTAINS INCONSISTENCIES AS TO WHETHER THE MARK AG0776'IS IN THE NE OR NW QUADRANT. BOTH WERE SEARCHED UNSUCCESSFULLY AND IT AG0776'WAS DETERMINED THAT THE MARK HAD TO BE IN THE NW QUADRANT. THERE IS AG0776'NEW SIDEWALK, LANDSCAPING AND A DRAINAGE DITCH AT THE LOCATION AG0776'SPECIFIED BY THE CENTERLINE OFFSETS. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG7122 *********************************************************************** AG7122 DESIGNATION - PET RM 1 AG7122 PID - AG7122 AG7122 STATE/COUNTY- FL/PINELLAS AG7122 USGS QUAD - ST PETERSBURG (1987) AG7122 AG7122 *CURRENT SURVEY CONTROL AG7122 ___________________________________________________________________ AG7122* NAD 83(1986)- 27 47 54. (N) 082 40 02. (W) SCALED AG7122* NAVD 88 - 16.443 (meters) 53.95 (feet) ADJUSTED AG7122 ___________________________________________________________________ AG7122 GEOID HEIGHT- -24.39 (meters) GEOID99 AG7122 DYNAMIC HT - 16.418 (meters) 53.86 (feet) COMP AG7122 MODELED GRAV- 979,177.0 (mgal) NAVD 88 AG7122 AG7122 VERT ORDER - SECOND CLASS I AG7122 AG7122.The horizontal coordinates were scaled from a topographic map and have AG7122.an estimated accuracy of +/- 6 seconds. AG7122 AG7122.The orthometric height was determined by differential leveling AG7122.and adjusted by the National Geodetic Survey in June 1991. AG7122 AG7122.The geoid height was determined by GEOID99. AG7122 AG7122.The dynamic height is computed by dividing the NAVD 88 AG7122.geopotential number by the normal gravity value computed on the AG7122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7122.degrees latitude (g = 980.6199 gals.). AG7122 AG7122.The modeled gravity was interpolated from observed gravity values. AG7122 AG7122; North East Units Estimated Accuracy AG7122;SPC FL W - 384,040. 134,250. MT (+/- 180 meters Scaled) AG7122 AG7122 SUPERSEDED SURVEY CONTROL AG7122 AG7122 NGVD 29 - 16.705 (m) 54.81 (f) ADJ UNCH 2 1 AG7122 AG7122.Superseded values are not recommended for survey control. AG7122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7122.See file dsdata.txt to determine how the superseded data were derived. AG7122 AG7122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL357759(NAD 83) AG7122_MARKER: DR = REFERENCE MARK DISK AG7122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7122_STAMPING: PET NO 1 1973 AG7122_PROJECTION: FLUSH AG7122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7122+STABILITY: SURFACE MOTION AG7122 AG7122 HISTORY - Date Condition Report By AG7122 HISTORY - 1973 MONUMENTED NGS AG7122 HISTORY - 1975 GOOD FLDT AG7122 HISTORY - 1975 GOOD FLDT AG7122 HISTORY - 19970313 MARK NOT FOUND USPSQD AG7122 HISTORY - 20030401 MARK NOT FOUND USPSQD AG7122 AG7122 STATION DESCRIPTION AG7122 AG7122'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG7122'IN ST PETERSBURG. AG7122'FROM THE JUNCTION OF STATE ROUTE 694 AND U.S. ROUTE 19 IN ST. AG7122'PETERSBURG, GO SOUTH ON U.S. ROUTE 19 FOR 2.8 MILES TO THE AG7122'INTERSECTION OF 30TH AVENUE NORTH, THEN GO EAST ON 30TH AVENUE NORTH AG7122'FOR 0.8 MILE TO THE ENTRANCE TO THE ANIMAL MEDICAL CENTER ON THE AG7122'RIGHT AND THE REFERENCE MARK IN THE BACKYARD 100 FT. SOUTHEAST OF THE AG7122'SOUTHEAST CORNER OF THE MEDICAL CENTER, 118 FT. EAST NORTHEAST OF THE AG7122'NORTHEAST RAIL OF THE RAILROAD TRACKS AND 5.5 FT. WEST OF A CHAIN LINK AG7122'FENCE. AG7122 AG7122 STATION RECOVERY (1975) AG7122 AG7122'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG7122'FROM THE JUNCTION OF STATE ROUTE 694 AND U.S. ROUTE 19 IN ST. AG7122'PETERSBURG, GO SOUTH ON U.S. ROUTE 19 FOR 2.8 MILES TO THE AG7122'INTERSECTION OF 30TH AVENUE NORTH, THEN GO EAST ON 30TH AVENUE NORTH AG7122'FOR 0.8 MILE TO THE ENTRANCE TO THE ANIMAL MEDICAL CENTER ON THE AG7122'RIGHT AND THE REFERENCE MARK IN THE BACKYARD 100 FT. SOUTHEAST OF THE AG7122'SOUTHEAST CORNER OF THE MEDICAL CENTER, 118 FT. EAST NORTHEAST OF THE AG7122'NORTHEAST RAIL OF THE RAILROAD TRACKS AND 5.5 FT. WEST OF A CHAIN LINK AG7122'FENCE. AG7122 AG7122 STATION RECOVERY (1997) AG7122 AG7122'RECOVERY NOTE BY US POWER SQUADRON 1997 AG7122'MARK NOT FOUND. AG7122 AG7122 STATION RECOVERY (2003) AG7122 AG7122'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB) AG7122'THE BACKYARD OF THE ANIMAL MEDICAL CENTER HAS BEEN EXTENSIVELY AG7122'REGRADED. AFTER 45 MINUTES OF WAAS GPS, TAPE AND LASER MEASUREMENTS, AG7122'NO SIGN OF THE MARK WAS DETECTED. THE GROUND LEVEL APPEARS TO BE 6 AG7122'INCHES HIGHER, WITH A LAYER OF CONCRETE UNDERNEATH. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG7120 *********************************************************************** AG7120 DESIGNATION - PET RM 2 AG7120 PID - AG7120 AG7120 STATE/COUNTY- FL/PINELLAS AG7120 USGS QUAD - ST PETERSBURG (1987) AG7120 AG7120 *CURRENT SURVEY CONTROL AG7120 ___________________________________________________________________ AG7120* NAD 83(1986)- 27 47 54. (N) 082 40 02. (W) SCALED AG7120* NAVD 88 - 16.427 (meters) 53.89 (feet) ADJUSTED AG7120 ___________________________________________________________________ AG7120 GEOID HEIGHT- -24.39 (meters) GEOID99 AG7120 DYNAMIC HT - 16.402 (meters) 53.81 (feet) COMP AG7120 MODELED GRAV- 979,177.0 (mgal) NAVD 88 AG7120 AG7120 VERT ORDER - SECOND CLASS I AG7120 AG7120.The horizontal coordinates were scaled from a topographic map and have AG7120.an estimated accuracy of +/- 6 seconds. AG7120 AG7120.The orthometric height was determined by differential leveling AG7120.and adjusted by the National Geodetic Survey in June 1991. AG7120 AG7120.The geoid height was determined by GEOID99. AG7120 AG7120.The dynamic height is computed by dividing the NAVD 88 AG7120.geopotential number by the normal gravity value computed on the AG7120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7120.degrees latitude (g = 980.6199 gals.). AG7120 AG7120.The modeled gravity was interpolated from observed gravity values. AG7120 AG7120; North East Units Estimated Accuracy AG7120;SPC FL W - 384,040. 134,250. MT (+/- 180 meters Scaled) AG7120 AG7120 SUPERSEDED SURVEY CONTROL AG7120 AG7120 NGVD 29 - 16.690 (m) 54.76 (f) ADJ UNCH 2 1 AG7120 AG7120.Superseded values are not recommended for survey control. AG7120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7120.See file dsdata.txt to determine how the superseded data were derived. AG7120 AG7120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL357759(NAD 83) AG7120_MARKER: DR = REFERENCE MARK DISK AG7120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7120_STAMPING: PET NO 2 1973 AG7120_PROJECTION: FLUSH AG7120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7120+STABILITY: SURFACE MOTION AG7120 AG7120 HISTORY - Date Condition Report By AG7120 HISTORY - 1973 MONUMENTED NGS AG7120 HISTORY - 1975 GOOD FLDT AG7120 HISTORY - 1975 GOOD FLDT AG7120 HISTORY - 19970313 GOOD USPSQD AG7120 HISTORY - 20030401 MARK NOT FOUND USPSQD AG7120 AG7120 STATION DESCRIPTION AG7120 AG7120'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG7120'IN ST PETERSBURG. AG7120'FROM THE JUNCTION OF STATE ROUTE 694 AND U.S. ROUTE 19 IN ST. AG7120'PETERSBURG, GO SOUTH ON U.S. ROUTE 19 FOR 2.8 MILES TO THE AG7120'INTERSECTION OF 30TH AVENUE NORTH, THEN GO EAST ON 30TH AVENUE NORTH AG7120'FOR 0.8 MILE TO THE ENTRANCE TO THE ANIMAL MEDICAL CENTER ON THE RIGHT AG7120'AND REFERENCE MARK IN THE BACKYARD 12 FT. EAST NORTHEAST OF THE AG7120'NORTHEAST RAIL OF THE RAILROAD TRACKS. AG7120 AG7120 STATION RECOVERY (1975) AG7120 AG7120'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG7120'FROM THE JUNCTION OF STATE ROUTE 694 AND U.S. ROUTE 19 IN ST. AG7120'PETERSBURG, GO SOUTH ON U.S. ROUTE 19 FOR 2.8 MILES TO THE AG7120'INTERSECTION OF 30TH AVENUE NORTH, THEN GO EAST ON 30TH AVENUE NORTH AG7120'FOR 0.8 MILE TO THE ENTRANCE TO THE ANIMAL MEDICAL CENTER ON THE RIGHT AG7120'AND REFERENCE MARK IN THE BACKYARD 12 FT. EAST NORTHEAST OF THE AG7120'NORTHEAST RAIL OF THE RAILROAD TRACKS. AG7120 AG7120 STATION RECOVERY (1997) AG7120 AG7120'RECOVERY NOTE BY US POWER SQUADRON 1997 AG7120'RECOVERED IN GOOD CONDITION. AG7120 AG7120 STATION RECOVERY (2003) AG7120 AG7120'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB) AG7120'THE BACKYARD OF THE ANIMAL MEDICAL CENTER HAS BEEN COMPLETELY AG7120'REGRADED. (SEE PID 7121)AFTER 35 MINUTES OF TAPE MEASUREMENT, LASER AG7120'RANGING, WAAS GPS AND PROBING, NO SIGN OF THE MARK WAS FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG7035 *********************************************************************** AG7035 DESIGNATION - PET W AG7035 PID - AG7035 AG7035 STATE/COUNTY- FL/PINELLAS AG7035 USGS QUAD - ST PETERSBURG (1987) AG7035 AG7035 *CURRENT SURVEY CONTROL AG7035 ___________________________________________________________________ AG7035* NAD 83(1986)- 27 46 39. (N) 082 39 09. (W) SCALED AG7035* NAVD 88 - 14.327 (meters) 47.00 (feet) ADJUSTED AG7035 ___________________________________________________________________ AG7035 GEOID HEIGHT- -24.39 (meters) GEOID99 AG7035 DYNAMIC HT - 14.305 (meters) 46.93 (feet) COMP AG7035 MODELED GRAV- 979,175.0 (mgal) NAVD 88 AG7035 AG7035 VERT ORDER - SECOND CLASS II AG7035 AG7035.The horizontal coordinates were scaled from a topographic map and have AG7035.an estimated accuracy of +/- 6 seconds. AG7035 AG7035.The orthometric height was determined by differential leveling AG7035.and adjusted by the National Geodetic Survey in June 1991. AG7035 AG7035.The geoid height was determined by GEOID99. AG7035 AG7035.The dynamic height is computed by dividing the NAVD 88 AG7035.geopotential number by the normal gravity value computed on the AG7035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7035.degrees latitude (g = 980.6199 gals.). AG7035 AG7035.The modeled gravity was interpolated from observed gravity values. AG7035 AG7035; North East Units Estimated Accuracy AG7035;SPC FL W - 381,720. 135,690. MT (+/- 180 meters Scaled) AG7035 AG7035 SUPERSEDED SURVEY CONTROL AG7035 AG7035 NGVD 29 - 14.594 (m) 47.88 (f) ADJ UNCH 2 2 AG7035 AG7035.Superseded values are not recommended for survey control. AG7035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7035.See file dsdata.txt to determine how the superseded data were derived. AG7035 AG7035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL371736(NAD 83) AG7035_MARKER: DD = SURVEY DISK AG7035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7035_STAMPING: PET W AG7035_PROJECTION: RECESSED 3 CENTIMETERS AG7035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7035+STABILITY: SURFACE MOTION AG7035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG7035+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003 AG7035 AG7035 HISTORY - Date Condition Report By AG7035 HISTORY - 1977 MONUMENTED FL-103 AG7035 HISTORY - 20030414 GOOD USPSQD AG7035 AG7035 STATION DESCRIPTION AG7035 AG7035'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 AG7035'IN ST PETERSBURG. AG7035'TO REACH THE STATION FROM THE INTERSECTION OF SR 687 4TH ST. N. AND AG7035'SR 595 5TH AVE. N., RUN WESTERLY ON SR 595 FOR 0.85 MILE. STATION ON AG7035'LEFT, 24.1 FT. SOUTH OF THE CENTERLINE OF 5TH AVE. N., 178.4 FT. EAST AG7035'OF THE EXTENDED CENTERLINE OF 14TH ST. N., 40.9 FT. NORTH OF THE EAST AG7035'END OF A CONCRETE RETAINING WALL I-275 OVERPASS, 1.7 FT. S.W. OF A AG7035'LIGHT POLE NUMBER 1-81966. SET IN THE TOP OF A CONCRETE POST THAT IS AG7035'1 INCH BELOW THE GROUND. AG7035 AG7035 STATION RECOVERY (2003) AG7035 AG7035'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB) AG7035'DESCRIPTION INCORRECT. CHANGE TO...I-275 OVERPASS, 1.7 FT SOUTH OF AG7035'PAVEMENT, 3.2 FT WEST OF LIGHT POLE. SET IN TOP OF A CONCRETE POST AG7035'THAT IS 4 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG7085 *********************************************************************** AG7085 DESIGNATION - RIO W AG7085 PID - AG7085 AG7085 STATE/COUNTY- FL/PINELLAS AG7085 USGS QUAD - ST PETERSBURG (1987) AG7085 AG7085 *CURRENT SURVEY CONTROL AG7085 ___________________________________________________________________ AG7085* NAD 83(1986)- 27 48 24. (N) 082 39 16. (W) SCALED AG7085* NAVD 88 - 14.728 (meters) 48.32 (feet) ADJUSTED AG7085 ___________________________________________________________________ AG7085 GEOID HEIGHT- -24.42 (meters) GEOID99 AG7085 DYNAMIC HT - 14.707 (meters) 48.25 (feet) COMP AG7085 MODELED GRAV- 979,177.4 (mgal) NAVD 88 AG7085 AG7085 VERT ORDER - SECOND CLASS II AG7085 AG7085.The horizontal coordinates were scaled from a topographic map and have AG7085.an estimated accuracy of +/- 6 seconds. AG7085 AG7085.The orthometric height was determined by differential leveling AG7085.and adjusted by the National Geodetic Survey in June 1991. AG7085 AG7085.The geoid height was determined by GEOID99. AG7085 AG7085.The dynamic height is computed by dividing the NAVD 88 AG7085.geopotential number by the normal gravity value computed on the AG7085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7085.degrees latitude (g = 980.6199 gals.). AG7085 AG7085.The modeled gravity was interpolated from observed gravity values. AG7085 AG7085; North East Units Estimated Accuracy AG7085;SPC FL W - 384,960. 135,520. MT (+/- 180 meters Scaled) AG7085 AG7085 SUPERSEDED SURVEY CONTROL AG7085 AG7085 NGVD 29 - 14.992 (m) 49.19 (f) ADJ UNCH 2 2 AG7085 AG7085.Superseded values are not recommended for survey control. AG7085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7085.See file dsdata.txt to determine how the superseded data were derived. AG7085 AG7085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL370768(NAD 83) AG7085_MARKER: DD = SURVEY DISK AG7085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7085_STAMPING: RIO W AG7085_PROJECTION: FLUSH AG7085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7085+STABILITY: SURFACE MOTION AG7085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG7085+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003 AG7085 AG7085 HISTORY - Date Condition Report By AG7085 HISTORY - 1977 MONUMENTED FL-103 AG7085 HISTORY - 20030326 GOOD USPSQD AG7085 AG7085 STATION DESCRIPTION AG7085 AG7085'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 AG7085'IN ST PETERSBURG. AG7085'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND PARK AG7085'BLVD. SR 694 74TH AVE., RUN SOUTHERLY ON U.S. HWY. 19 FOR 2.45 MILES AG7085'TO 38TH AVE. N. TURN LEFT AND RUN EASTERLY ON 38TH AVE. N. FOR 1.55 AG7085'MILES TO THE INTERSECTION OF 16TH ST. N. STATION ON RIGHT, S.E. AG7085'CORNER, 40.0 FT. SOUTH OF THE CENTERLINE OF 38TH AVE. N., 50.0 FT. AG7085'EAST OF THE CENTERLINE OF 16TH ST. N., 16.6 FT. NORTH OF THE N.W. AG7085'CORNER OF A SINGLE STORY BLOCK BUILDING 3737 16TH ST. N., 3.8 FT. S.W. AG7085'OF A CONCRETE SIGNAL LIGHT SUPPORT POLE NO NUMBER, 0.6 FT. S.S.E. OF AG7085'THE BACK OF SIDEWALK. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH AG7085'WITH THE ASPHALT PARKING AREA. AG7085 AG7085 STATION RECOVERY (2003) AG7085 AG7085'RECOVERY NOTE BY US POWER SQUADRON 2003 (RE) AG7085''0.6 FT SSE OF THE BACK OF SIDEWALK' SHOULD BE REMOVED FROM NEXT TO AG7085'LAST SENTENCE. LAST SENTENCE SHOULD READ- 'SET IN THE TOP OF A AG7085'CONCRETE POST THAT IS FLUSH WITH THE SIDEWALK'. THE FOLLOWING SHOULD AG7085'BE ADDED- 'STATION IS 5 FT FROM BACK OF CURB AT THE CENTER OF THE AG7085'RADIUS OF THE CURB'. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG7083 *********************************************************************** AG7083 DESIGNATION - RIO Y AG7083 PID - AG7083 AG7083 STATE/COUNTY- FL/PINELLAS AG7083 USGS QUAD - ST PETERSBURG (1987) AG7083 AG7083 *CURRENT SURVEY CONTROL AG7083 ___________________________________________________________________ AG7083* NAD 83(1986)- 27 48 24. (N) 082 40 15. (W) SCALED AG7083* NAVD 88 - 14.369 (meters) 47.14 (feet) ADJUSTED AG7083 ___________________________________________________________________ AG7083 GEOID HEIGHT- -24.39 (meters) GEOID99 AG7083 DYNAMIC HT - 14.348 (meters) 47.07 (feet) COMP AG7083 MODELED GRAV- 979,177.7 (mgal) NAVD 88 AG7083 AG7083 VERT ORDER - SECOND CLASS II AG7083 AG7083.The horizontal coordinates were scaled from a topographic map and have AG7083.an estimated accuracy of +/- 6 seconds. AG7083 AG7083.The orthometric height was determined by differential leveling AG7083.and adjusted by the National Geodetic Survey in June 1991. AG7083 AG7083.The geoid height was determined by GEOID99. AG7083 AG7083.The dynamic height is computed by dividing the NAVD 88 AG7083.geopotential number by the normal gravity value computed on the AG7083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7083.degrees latitude (g = 980.6199 gals.). AG7083 AG7083.The modeled gravity was interpolated from observed gravity values. AG7083 AG7083; North East Units Estimated Accuracy AG7083;SPC FL W - 384,970. 133,900. MT (+/- 180 meters Scaled) AG7083 AG7083 SUPERSEDED SURVEY CONTROL AG7083 AG7083 NGVD 29 - 14.633 (m) 48.01 (f) ADJ UNCH 2 2 AG7083 AG7083.Superseded values are not recommended for survey control. AG7083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7083.See file dsdata.txt to determine how the superseded data were derived. AG7083 AG7083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL354769(NAD 83) AG7083_MARKER: DD = SURVEY DISK AG7083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7083_STAMPING: RIO Y AG7083_PROJECTION: FLUSH AG7083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7083+STABILITY: SURFACE MOTION AG7083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG7083+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003 AG7083 AG7083 HISTORY - Date Condition Report By AG7083 HISTORY - 1977 MONUMENTED FL-103 AG7083 HISTORY - 20030326 GOOD USPSQD AG7083 AG7083 STATION DESCRIPTION AG7083 AG7083'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 AG7083'IN ST PETERSBURG. AG7083'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND PARK AG7083'BLVD. SR 694 74TH AVE., RUN SOUTHERLY ON U.S. HWY. 19 FOR 2.45 MILES AG7083'TO 38TH AVE. N. TURN LEFT AND RUN EASTERLY ON 38TH AVE. N. FOR 0.50 AG7083'MILE TO THE INTERSECTION OF 28TH ST. N. STATION ON RIGHT, S.E. CORNER, AG7083'42.0 FT. SOUTH OF THE CENTERLINE OF 38TH AVE. N. 36.0 FT. EAST OF THE AG7083'CENTERLINE OF 28TH ST. N., 34.6 FT. N.E. OF A CONCRETE SIGNAL LIGHT AG7083'SUPPORT POLE NO NUMBER, 26.2 FT. NORTH OF THE N.W. CORNER OF A SINGLE AG7083'STORY CONCRETE BLOCK BUILDING 2750 38TH AVE. N., 2.8 FT. S.E. OF THE AG7083'BACK OF CURB, 1.4 FT. SOUTH OF THE BACK OF SIDEWALK. SET IN THE TOP AG7083'OF A CONCRETE POST THAT IS FLUSH WITH THE ASPHALT PARKING AREA. AG7083 AG7083 STATION RECOVERY (2003) AG7083 AG7083'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS) AG7083'CHANGE DESCRIPTION TO READ - STATION IS 34.6 FEET NE OF A CONCRETE AG7083'SIGNAL LIGHT POLE (NO NUMBER) AND 2.8 FEET SE OF BACK OF CURB AT AG7083'MID-RADIUS. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE AG7083'SIDEWALK. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG7082 *********************************************************************** AG7082 DESIGNATION - RIO Z AG7082 PID - AG7082 AG7082 STATE/COUNTY- FL/PINELLAS AG7082 USGS QUAD - ST PETERSBURG (1987) AG7082 AG7082 *CURRENT SURVEY CONTROL AG7082 ___________________________________________________________________ AG7082* NAD 83(1986)- 27 48 24. (N) 082 40 33. (W) SCALED AG7082* NAVD 88 - 16.006 (meters) 52.51 (feet) ADJUSTED AG7082 ___________________________________________________________________ AG7082 GEOID HEIGHT- -24.39 (meters) GEOID99 AG7082 DYNAMIC HT - 15.982 (meters) 52.43 (feet) COMP AG7082 MODELED GRAV- 979,177.8 (mgal) NAVD 88 AG7082 AG7082 VERT ORDER - SECOND CLASS II AG7082 AG7082.The horizontal coordinates were scaled from a topographic map and have AG7082.an estimated accuracy of +/- 6 seconds. AG7082 AG7082.The orthometric height was determined by differential leveling AG7082.and adjusted by the National Geodetic Survey in June 1991. AG7082 AG7082.The geoid height was determined by GEOID99. AG7082 AG7082.The dynamic height is computed by dividing the NAVD 88 AG7082.geopotential number by the normal gravity value computed on the AG7082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7082.degrees latitude (g = 980.6199 gals.). AG7082 AG7082.The modeled gravity was interpolated from observed gravity values. AG7082 AG7082; North East Units Estimated Accuracy AG7082;SPC FL W - 384,970. 133,410. MT (+/- 180 meters Scaled) AG7082 AG7082 SUPERSEDED SURVEY CONTROL AG7082 AG7082 NGVD 29 - 16.270 (m) 53.38 (f) ADJ UNCH 2 2 AG7082 AG7082.Superseded values are not recommended for survey control. AG7082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7082.See file dsdata.txt to determine how the superseded data were derived. AG7082 AG7082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL349769(NAD 83) AG7082_MARKER: DD = SURVEY DISK AG7082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7082_STAMPING: RIO Z AG7082_PROJECTION: FLUSH AG7082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7082+STABILITY: SURFACE MOTION AG7082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7082+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003 AG7082 AG7082 HISTORY - Date Condition Report By AG7082 HISTORY - 1977 MONUMENTED FL-103 AG7082 HISTORY - 20030326 GOOD USPSQD AG7082 AG7082 STATION DESCRIPTION AG7082 AG7082'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 AG7082'IN ST PETERSBURG. AG7082'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND PARK AG7082'BLVD. SR 694 74TH AVE., RUN SOUTHERLY ON U.S. HWY. 19 FOR 2.45 MILES AG7082'TO 38TH AVE. N. TURN LEFT AND RUN EASTERLY ON 38TH AVE. N. FOR 0.20 AG7082'MILE. STATION ON LEFT, 51.0 FT. N.W. OF THE CENTERLINE OF 38TH AVE. N. AG7082'24.0 FT. N.E. OF THE CENTERLINE OF RAILROAD BRIDGE, 20.5 FT. S.S.W. OF AG7082'A POWER AND LIGHT POLE NUMBER 103582, 19.0 FT. EAST OF THE EAST CORNER AG7082'OF A CONCRETE RETAINING WALL OF RAILROAD BRIDGE, 10.2 FT. SOUTH OF AG7082'THE WEST CORNER OF A SANITARY SEWER LIFT STATION, 2.7 FT. N.E. OF A AG7082'RETAINING WALL OF RAILROAD BRIDGE. SET IN THE TOP OF A CONCRETE POST AG7082'THAT IS FLUSH WITH THE GROUND. AG7082 AG7082 STATION RECOVERY (2003) AG7082 AG7082'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS) AG7082'STATION IS LOCATED 0.5 FEET SOUTH OF A CHAIN LINK FENCE ENCLOSING A AG7082'FUEL TANK. IT IS 5.0 FEET WEST OF THE SANITARY SEWER LIFT STATION AND AG7082'1.0 FEET NORTH OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG2184 *********************************************************************** AG2184 DESIGNATION - ST PETERSBURG DETROIT HSE TWR AG2184 PID - AG2184 AG2184 STATE/COUNTY- FL/PINELLAS AG2184 USGS QUAD - ST PETERSBURG (1987) AG2184 AG2184 *CURRENT SURVEY CONTROL AG2184 ___________________________________________________________________ AG2184* NAD 83(1990)- 27 46 17.24057(N) 082 38 08.93551(W) ADJUSTED AG2184* NAVD 88 - AG2184 ___________________________________________________________________ AG2184 LAPLACE CORR- -1.99 (seconds) DEFLEC99 AG2184 GEOID HEIGHT- -24.41 (meters) GEOID99 AG2184 AG2184 HORZ ORDER - THIRD AG2184 AG2184.The horizontal coordinates were established by classical geodetic methods AG2184.and adjusted by the National Geodetic Survey in May 1991. AG2184 AG2184 AG2184.The Laplace correction was computed from DEFLEC99 derived deflections. AG2184 AG2184.The geoid height was determined by GEOID99. AG2184 AG2184; North East Units Scale Converg. AG2184;SPC FL W - 381,045.766 137,331.510 MT 0.99998963 -0 17 46.6 AG2184;UTM 17 - 3,072,958.095 338,811.962 MT 0.99992070 -0 45 44.5 AG2184 AG2184 SUPERSEDED SURVEY CONTROL AG2184 AG2184 NAD 83(1986)- 27 46 17.24534(N) 082 38 08.94816(W) AD( ) 4 AG2184 NAD 27 - 27 46 16.13900(N) 082 38 09.59100(W) AD( ) 3 AG2184 AG2184.Superseded values are not recommended for survey control. AG2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2184.See file dsdata.txt to determine how the superseded data were derived. AG2184 AG2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3881272958(NAD 83) AG2184_MARKER: 55 = TOWER AG2184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG2184+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2003 AG2184 AG2184 HISTORY - Date Condition Report By AG2184 HISTORY - 1908 FIRST OBSERVED CGS AG2184 HISTORY - 1957 MARK NOT FOUND CGS AG2184 HISTORY - 20030413 GOOD USPSQD AG2184 AG2184 STATION DESCRIPTION AG2184 AG2184'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JEW) AG2184'NOT RECOVERED. THE STATION WAS NOT DESCRIBED IN 1908. LOCAL AG2184'INQUIRY COULD NOT VERIFY THE PRESENT BUILDING AS BEING THE AG2184'ORIGINAL ONE. AG2184' AG2184'THIS STATION SHOULD BE CLASSIFIED LOST. AG2184 AG2184 STATION RECOVERY (2003) AG2184 AG2184'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB) AG2184'LOCATED BY TWO WAAS GPS INSTRUMENTS AT ADJUSTED LAT-LONG AG2184'LOCATION.TOWER MAY NOT BE THE ORIGINAL TOWER.ITS ADDRESS IS 215 AG2184'CENTRAL AVENUE, AND APPEARS TO BE PART OF AN OLDER BUILDING, WHICH AG2184'CARRIES THE ADDRESS 201 CENTRAL AVENUE AND THE NAME, DETROIT AG2184'HOTEL,LOCATED AT THE CORNER OF CENTRAL AVENUE AND SECOND STREET. 1 National Geodetic Survey, Retrieval Date = MAY 1, 2003 AG7118 *********************************************************************** AG7118 DESIGNATION - ST PETERSBURG SE BASE RM 3 AG7118 PID - AG7118 AG7118 STATE/COUNTY- FL/PINELLAS AG7118 USGS QUAD - ST PETERSBURG (1987) AG7118 AG7118 *CURRENT SURVEY CONTROL AG7118 ___________________________________________________________________ AG7118* NAD 83(1986)- 27 47 59. (N) 082 40 05. (W) SCALED AG7118* NAVD 88 - 16.467 (meters) 54.03 (feet) ADJUSTED AG7118 ___________________________________________________________________ AG7118 GEOID HEIGHT- -24.39 (meters) GEOID99 AG7118 DYNAMIC HT - 16.443 (meters) 53.95 (feet) COMP AG7118 MODELED GRAV- 979,177.1 (mgal) NAVD 88 AG7118 AG7118 VERT ORDER - SECOND CLASS I AG7118 AG7118.The horizontal coordinates were scaled from a topographic map and have AG7118.an estimated accuracy of +/- 6 seconds. AG7118 AG7118.The orthometric height was determined by differential leveling AG7118.and adjusted by the National Geodetic Survey in June 1991. AG7118 AG7118.The geoid height was determined by GEOID99. AG7118 AG7118.The dynamic height is computed by dividing the NAVD 88 AG7118.geopotential number by the normal gravity value computed on the AG7118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7118.degrees latitude (g = 980.6199 gals.). AG7118 AG7118.The modeled gravity was interpolated from observed gravity values. AG7118 AG7118; North East Units Estimated Accuracy AG7118;SPC FL W - 384,200. 134,170. MT (+/- 180 meters Scaled) AG7118 AG7118 SUPERSEDED SURVEY CONTROL AG7118 AG7118 NGVD 29 - 16.730 (m) 54.89 (f) ADJ UNCH 2 1 AG7118 AG7118.Superseded values are not recommended for survey control. AG7118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7118.See file dsdata.txt to determine how the superseded data were derived. AG7118 AG7118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL356761(NAD 83) AG7118_MARKER: DR = REFERENCE MARK DISK AG7118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7118_STAMPING: ST PETERSBURG SOUTH EAST BASE NO 3 1933 4 AG7118_PROJECTION: PROJECTING 3 CENTIMETERS AG7118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7118+STABILITY: SURFACE MOTION AG7118 AG7118 HISTORY - Date Condition Report By AG7118 HISTORY - 1933 MONUMENTED CGS AG7118 HISTORY - 1975 POOR FLDT AG7118 HISTORY - 1975 POOR FLDT AG7118 HISTORY - 20030401 MARK NOT FOUND USPSQD AG7118 AG7118 STATION DESCRIPTION AG7118 AG7118'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG7118'IN ST PETERSBURG. AG7118'FROM THE JUNCTION OF STATE ROUTE 694 AND U.S. ROUTE 19 IN ST. AG7118'PETERSBURG, GO SOUTH ON U.S. ROUTE 19 FOR 2.8 MILES TO THE AG7118'INTERSECTION OF 30TH AVENUE NORTH, THEN GO EAST ON 30TH AVENUE FOR 0.7 AG7118'MILE TO THE REFERENCE MARK ON THE LEFT JUST AFTER PASSING OVER THE AG7118'RAILROAD TRACKS 39.7 FT. WEST OF A TELEPHONE POLE, 25.7 FT. NORTH OF AG7118'THE CENTERLINE OF 30TH AVENUE NORTH, 23.8 FT. EAST OF THE EAST RAIL OF AG7118'THE RAILROAD TRACKS AND 5.5 FT. NORTH OF A RAILROAD CROSSING SIGNAL. AG7118'MARK IS LEANING TO THE NORTH NORTHWEST. AG7118 AG7118 STATION RECOVERY (1975) AG7118 AG7118'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG7118'FROM THE JUNCTION OF STATE ROUTE 694 AND U.S. ROUTE 19 IN ST. AG7118'PETERSBURG, GO SOUTH ON U.S. ROUTE 19 FOR 2.8 MILES TO THE AG7118'INTERSECTION OF 30TH AVENUE NORTH, THEN GO EAST ON 30TH AVENUE FOR 0.7 AG7118'MILE TO THE REFERENCE MARK ON THE LEFT JUST AFTER PASSING OVER THE AG7118'RAILROAD TRACKS 39.7 FT. WEST OF A TELEPHONE POLE, 25.7 FT. NORTH OF AG7118'THE CENTERLINE OF 30TH AVENUE NORTH, 23.8 FT. EAST OF THE EAST RAIL OF AG7118'THE RAILROAD TRACKS AND 5.5 FT. NORTH OF A RAILROAD CROSSING SIGNAL. AG7118'MARK IS LEANING TO THE NORTH NORTHWEST. AG7118 AG7118 STATION RECOVERY (2003) AG7118 AG7118'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB) AG7118'THIS AREA HAS BEEN COMPLETELY REGRADED. IN SPITE OF TAPE AG7118'MEASUREMENTS,LASER RANGING,WAAS GPS AND EXTENSIVE PROBING FOR 35 AG7118'MINUTES, NO SIGN OF THE MARK COULD BE FOUND.