1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG7117 *********************************************************************** AG7117 DESIGNATION - 108 C OF SP AG7117 PID - AG7117 AG7117 STATE/COUNTY- FL/PINELLAS AG7117 USGS QUAD - ST PETERSBURG (1987) AG7117 AG7117 *CURRENT SURVEY CONTROL AG7117 ___________________________________________________________________ AG7117* NAD 83(1986)- 27 47 57. (N) 082 39 48. (W) SCALED AG7117* NAVD 88 - 17.110 (meters) 56.14 (feet) ADJUSTED AG7117 ___________________________________________________________________ AG7117 GEOID HEIGHT- -24.40 (meters) GEOID99 AG7117 DYNAMIC HT - 17.084 (meters) 56.05 (feet) COMP AG7117 MODELED GRAV- 979,177.0 (mgal) NAVD 88 AG7117 AG7117 VERT ORDER - SECOND CLASS II AG7117 AG7117.The horizontal coordinates were scaled from a topographic map and have AG7117.an estimated accuracy of +/- 6 seconds. AG7117 AG7117.The orthometric height was determined by differential leveling AG7117.and adjusted by the National Geodetic Survey in June 1991. AG7117 AG7117.The geoid height was determined by GEOID99. AG7117 AG7117.The dynamic height is computed by dividing the NAVD 88 AG7117.geopotential number by the normal gravity value computed on the AG7117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7117.degrees latitude (g = 980.6199 gals.). AG7117 AG7117.The modeled gravity was interpolated from observed gravity values. AG7117 AG7117; North East Units Estimated Accuracy AG7117;SPC FL W - 384,130. 134,640. MT (+/- 180 meters Scaled) AG7117 AG7117 SUPERSEDED SURVEY CONTROL AG7117 AG7117 NGVD 29 - 17.372 (m) 56.99 (f) ADJ UNCH 2 2 AG7117 AG7117.Superseded values are not recommended for survey control. AG7117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7117.See file dsdata.txt to determine how the superseded data were derived. AG7117 AG7117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL361760(NAD 83) AG7117_MARKER: DD = SURVEY DISK AG7117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7117_PROJECTION: FLUSH AG7117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7117+STABILITY: SURFACE MOTION AG7117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7117+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002 AG7117 AG7117 HISTORY - Date Condition Report By AG7117 HISTORY - UNK MONUMENTED FL2730 AG7117 HISTORY - 1977 GOOD FL-103 AG7117 HISTORY - 19970313 GOOD USPSQD AG7117 HISTORY - 20021216 GOOD USPSQD AG7117 AG7117 STATION DESCRIPTION AG7117 AG7117'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 AG7117'IN ST PETERSBURG. AG7117'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 92 SR 687 4TH AG7117'ST. AND SR 595 5TH AVE. N., RUN NORTHERLY ON SR 687 FOR 1.50 MILES TO AG7117'THE INTERSECTION OF 30TH AVE. N. TURN LEFT AND RUN WESTERLY ON 30TH AG7117'AVE. N. FOR 1.60 MILES TO THE INTERSECTION OF 22ND ST. N. STATION ON AG7117'RIGHT, N.W. CORNER, 30.0 FT. NORTH OF THE CENTERLINE OF 30TH AVE. N., AG7117'28.0 FT. WEST OF THE CENTERLINE OF 22ND ST. N., 35.2 FT. S.E. OF THE AG7117'S.E. CORNER OF A SINGLE STORY BLOCK HOUSE 2201 30TH AVE. N., 5.0 FT. AG7117'N.W. OF THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS AG7117'FLUSH WITH THE GROUND. NO STAMPING ON DISK. AG7117 AG7117 STATION RECOVERY (1997) AG7117 AG7117'RECOVERY NOTE BY US POWER SQUADRON 1997 AG7117'RECOVERED IN GOOD CONDITION. AG7117 AG7117 STATION RECOVERY (2002) AG7117 AG7117'RECOVERY NOTE BY US POWER SQUADRON 2002 (RE) AG7117'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG7123 *********************************************************************** AG7123 DESIGNATION - 137 C OF SP AG7123 PID - AG7123 AG7123 STATE/COUNTY- FL/PINELLAS AG7123 USGS QUAD - ST PETERSBURG (1987) AG7123 AG7123 *CURRENT SURVEY CONTROL AG7123 ___________________________________________________________________ AG7123* NAD 83(1986)- 27 47 57. (N) 082 40 18. (W) SCALED AG7123* NAVD 88 - 15.863 (meters) 52.04 (feet) ADJUSTED AG7123 ___________________________________________________________________ AG7123 GEOID HEIGHT- -24.38 (meters) GEOID99 AG7123 DYNAMIC HT - 15.840 (meters) 51.97 (feet) COMP AG7123 MODELED GRAV- 979,177.1 (mgal) NAVD 88 AG7123 AG7123 VERT ORDER - SECOND CLASS II AG7123 AG7123.The horizontal coordinates were scaled from a topographic map and have AG7123.an estimated accuracy of +/- 6 seconds. AG7123 AG7123.The orthometric height was determined by differential leveling AG7123.and adjusted by the National Geodetic Survey in June 1991. AG7123 AG7123.The geoid height was determined by GEOID99. AG7123 AG7123.The dynamic height is computed by dividing the NAVD 88 AG7123.geopotential number by the normal gravity value computed on the AG7123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7123.degrees latitude (g = 980.6199 gals.). AG7123 AG7123.The modeled gravity was interpolated from observed gravity values. AG7123 AG7123; North East Units Estimated Accuracy AG7123;SPC FL W - 384,140. 133,820. MT (+/- 180 meters Scaled) AG7123 AG7123 SUPERSEDED SURVEY CONTROL AG7123 AG7123 NGVD 29 - 16.127 (m) 52.91 (f) ADJ UNCH 2 2 AG7123 AG7123.Superseded values are not recommended for survey control. AG7123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7123.See file dsdata.txt to determine how the superseded data were derived. AG7123 AG7123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL353760(NAD 83) AG7123_MARKER: DD = SURVEY DISK AG7123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7123_PROJECTION: RECESSED 5 CENTIMETERS AG7123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7123+STABILITY: SURFACE MOTION AG7123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7123+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002 AG7123 AG7123 HISTORY - Date Condition Report By AG7123 HISTORY - UNK MONUMENTED FL2730 AG7123 HISTORY - 1977 GOOD FL-103 AG7123 HISTORY - 19970313 GOOD USPSQD AG7123 HISTORY - 20021216 GOOD USPSQD AG7123 AG7123 STATION DESCRIPTION AG7123 AG7123'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 AG7123'IN ST PETERSBURG. AG7123'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 92 SR 687 4TH AG7123'ST. AND SR 595 5TH AVE. N., RUN NORTHERLY ON SR 687 FOR 1.50 MILES TO AG7123'THE INTERSECTION OF 30TH AVE. N. TURN LEFT AND RUN WESTERLY ON 30TH AG7123'AVE. N. FOR 2.15 MILES TO 28TH ST. N. STATION ON THE RIGHT, IN THE AG7123'N.W. CORNER, 36.5 FT. NORTH OF THE CENTERLINE OF 30TH AVE. N., 49.9 AG7123'FT. WEST OF THE CENTERLIN OF 28TH ST. N., 7.9 FT. NORTH OF A FIRE AG7123'HYDRANT, 21.7 FT. EAST OF A 9 INCH PALM TREE, 16.5 FT. NORTH OF THE AG7123'BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS 2 INCHES AG7123'BELOW THE GROUND. NO STAMPING ON DISK. AG7123 AG7123 STATION RECOVERY (1997) AG7123 AG7123'RECOVERY NOTE BY US POWER SQUADRON 1997 AG7123'RECOVERED IN GOOD CONDITION. AG7123 AG7123 STATION RECOVERY (2002) AG7123 AG7123'RECOVERY NOTE BY US POWER SQUADRON 2002 (RE) AG7123'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG0149 *********************************************************************** AG0149 DESIGNATION - 285 FLHD AG0149 PID - AG0149 AG0149 STATE/COUNTY- FL/PINELLAS AG0149 USGS QUAD - ST PETERSBURG (1987) AG0149 AG0149 *CURRENT SURVEY CONTROL AG0149 ___________________________________________________________________ AG0149* NAD 83(1986)- 27 48 43. (N) 082 40 47. (W) SCALED AG0149* NAVD 88 - 12.824 (meters) 42.07 (feet) ADJUSTED AG0149 ___________________________________________________________________ AG0149 GEOID HEIGHT- -24.39 (meters) GEOID99 AG0149 DYNAMIC HT - 12.805 (meters) 42.01 (feet) COMP AG0149 MODELED GRAV- 979,178.3 (mgal) NAVD 88 AG0149 AG0149 VERT ORDER - SECOND CLASS II AG0149 AG0149.The horizontal coordinates were scaled from a topographic map and have AG0149.an estimated accuracy of +/- 6 seconds. AG0149 AG0149.The orthometric height was determined by differential leveling AG0149.and adjusted by the National Geodetic Survey in June 1991. AG0149 AG0149.The geoid height was determined by GEOID99. AG0149 AG0149.The dynamic height is computed by dividing the NAVD 88 AG0149.geopotential number by the normal gravity value computed on the AG0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0149.degrees latitude (g = 980.6199 gals.). AG0149 AG0149.The modeled gravity was interpolated from observed gravity values. AG0149 AG0149; North East Units Estimated Accuracy AG0149;SPC FL W - 385,560. 133,030. MT (+/- 180 meters Scaled) AG0149 AG0149 SUPERSEDED SURVEY CONTROL AG0149 AG0149 NGVD 29 - 13.087 (m) 42.94 (f) ADJ UNCH 2 2 AG0149 AG0149.Superseded values are not recommended for survey control. AG0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0149.See file dsdata.txt to determine how the superseded data were derived. AG0149 AG0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL345775(NAD 83) AG0149_MARKER: DD = SURVEY DISK AG0149_SETTING: 30 = HEADWALL AG0149_STAMPING: 285 AG0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0149+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002 AG0149 AG0149 HISTORY - Date Condition Report By AG0149 HISTORY - UNK MONUMENTED FLHD AG0149 HISTORY - 1976 GOOD FLDT AG0149 HISTORY - 20021216 GOOD USPSQD AG0149 AG0149 STATION DESCRIPTION AG0149 AG0149'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0149'0.2 MI N FROM ST PETERSBURG. AG0149'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AG0149'PARK BLVD. (SR 694, 74 AVE). RUN SOUTHERLY ON U.S. HWY. 19 FOR AG0149'2.00 MILES. STATION ON LEFT, 55.1 FT. EAST OF THE CENTERLINE OF U.S. AG0149'HWY. 19, 46.0 FT. S.W. OF POWER LIGHT POLE, NUMBER 101597. SET AG0149'IN THE TOP OF THE CONCRETE HEADWALL. SECTION 2, T 31, R 16. AG0149 AG0149 STATION RECOVERY (2002) AG0149 AG0149'RECOVERY NOTE BY US POWER SQUADRON 2002 (RLS) AG0149'MARK IS 4.0 FEET NORTH OF SOUTH HEADWALL 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG0150 *********************************************************************** AG0150 DESIGNATION - 286 FLHD AG0150 PID - AG0150 AG0150 STATE/COUNTY- FL/PINELLAS AG0150 USGS QUAD - ST PETERSBURG (1987) AG0150 AG0150 *CURRENT SURVEY CONTROL AG0150 ___________________________________________________________________ AG0150* NAD 83(1986)- 27 48 31. (N) 082 40 47. (W) SCALED AG0150* NAVD 88 - 25.367 (meters) 83.22 (feet) ADJUSTED AG0150 ___________________________________________________________________ AG0150 GEOID HEIGHT- -24.38 (meters) GEOID99 AG0150 DYNAMIC HT - 25.330 (meters) 83.10 (feet) COMP AG0150 MODELED GRAV- 979,178.0 (mgal) NAVD 88 AG0150 AG0150 VERT ORDER - SECOND CLASS II AG0150 AG0150.The horizontal coordinates were scaled from a topographic map and have AG0150.an estimated accuracy of +/- 6 seconds. AG0150 AG0150.The orthometric height was determined by differential leveling AG0150.and adjusted by the National Geodetic Survey in June 1991. AG0150 AG0150.The geoid height was determined by GEOID99. AG0150 AG0150.The dynamic height is computed by dividing the NAVD 88 AG0150.geopotential number by the normal gravity value computed on the AG0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0150.degrees latitude (g = 980.6199 gals.). AG0150 AG0150.The modeled gravity was interpolated from observed gravity values. AG0150 AG0150; North East Units Estimated Accuracy AG0150;SPC FL W - 385,190. 133,030. MT (+/- 180 meters Scaled) AG0150 AG0150 SUPERSEDED SURVEY CONTROL AG0150 AG0150 NGVD 29 - 25.631 (m) 84.09 (f) ADJ UNCH 2 2 AG0150 AG0150.Superseded values are not recommended for survey control. AG0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0150.See file dsdata.txt to determine how the superseded data were derived. AG0150 AG0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL345771(NAD 83) AG0150_MARKER: DD = SURVEY DISK AG0150_SETTING: 30 = HANDRAIL AG0150_STAMPING: 286 AG0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0150+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002 AG0150 AG0150 HISTORY - Date Condition Report By AG0150 HISTORY - UNK MONUMENTED FLHD AG0150 HISTORY - 1976 GOOD FLDT AG0150 HISTORY - 20021216 GOOD USPSQD AG0150 AG0150 STATION DESCRIPTION AG0150 AG0150'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0150'0.1 MI N FROM ST PETERSBURG. AG0150'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AG0150'PARK BLVD. (SR 694, 74 AVE). RUN SOUTHERLY ON U.S. HWY. 19 FOR AG0150'2.25 MILE. STATION ON RIGHT, IN THE N.W. CORNER OF OVERPASS. AG0150'SET IN THE TOP OF THE CONCRETE HANDRAIL. SECTION 3, T 31, R 16. AG0150 AG0150 STATION RECOVERY (2002) AG0150 AG0150'RECOVERY NOTE BY US POWER SQUADRON 2002 (RLS) AG0150'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG0151 *********************************************************************** AG0151 DESIGNATION - 287 FLHD AG0151 PID - AG0151 AG0151 STATE/COUNTY- FL/PINELLAS AG0151 USGS QUAD - ST PETERSBURG (1987) AG0151 AG0151 *CURRENT SURVEY CONTROL AG0151 ___________________________________________________________________ AG0151* NAD 83(1986)- 27 48 31. (N) 082 40 47. (W) SCALED AG0151* NAVD 88 - 23.078 (meters) 75.72 (feet) ADJUSTED AG0151 ___________________________________________________________________ AG0151 GEOID HEIGHT- -24.38 (meters) GEOID99 AG0151 DYNAMIC HT - 23.044 (meters) 75.60 (feet) COMP AG0151 MODELED GRAV- 979,178.0 (mgal) NAVD 88 AG0151 AG0151 VERT ORDER - SECOND CLASS II AG0151 AG0151.The horizontal coordinates were scaled from a topographic map and have AG0151.an estimated accuracy of +/- 6 seconds. AG0151 AG0151.The orthometric height was determined by differential leveling AG0151.and adjusted by the National Geodetic Survey in June 1991. AG0151 AG0151.The geoid height was determined by GEOID99. AG0151 AG0151.The dynamic height is computed by dividing the NAVD 88 AG0151.geopotential number by the normal gravity value computed on the AG0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0151.degrees latitude (g = 980.6199 gals.). AG0151 AG0151.The modeled gravity was interpolated from observed gravity values. AG0151 AG0151; North East Units Estimated Accuracy AG0151;SPC FL W - 385,190. 133,030. MT (+/- 180 meters Scaled) AG0151 AG0151 SUPERSEDED SURVEY CONTROL AG0151 AG0151 NGVD 29 - 23.342 (m) 76.58 (f) ADJ UNCH 2 2 AG0151 AG0151.Superseded values are not recommended for survey control. AG0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0151.See file dsdata.txt to determine how the superseded data were derived. AG0151 AG0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL345771(NAD 83) AG0151_MARKER: DD = SURVEY DISK AG0151_SETTING: 30 = HEADWALL AG0151_STAMPING: 287 AG0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0151+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002 AG0151 AG0151 HISTORY - Date Condition Report By AG0151 HISTORY - UNK MONUMENTED FLHD AG0151 HISTORY - 1976 GOOD FLDT AG0151 HISTORY - 20021216 GOOD USPSQD AG0151 AG0151 STATION DESCRIPTION AG0151 AG0151'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0151'0.1 MI N FROM ST PETERSBURG. AG0151'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AG0151'PARK BLVD. (SR 694, 74 AVE). RUN SOUTHERLY ON U.S. HWY. 19 FOR AG0151'2.3 MILE. STATION ON LEFT, IN THE S.E. CORNER OF OVERPASS. SET AG0151'IN THE TOP OF THE CONCRETE HANDRAIL. SECTION 2, T 31, R 16. AG0151 AG0151 STATION RECOVERY (2002) AG0151 AG0151'RECOVERY NOTE BY US POWER SQUADRON 2002 (RLS) AG0151'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG0152 *********************************************************************** AG0152 DESIGNATION - 288 FLHD AG0152 PID - AG0152 AG0152 STATE/COUNTY- FL/PINELLAS AG0152 USGS QUAD - ST PETERSBURG (1987) AG0152 AG0152 *CURRENT SURVEY CONTROL AG0152 ___________________________________________________________________ AG0152* NAD 83(1986)- 27 47 07. (N) 082 40 47. (W) SCALED AG0152* NAVD 88 - 14.664 (meters) 48.11 (feet) ADJUSTED AG0152 ___________________________________________________________________ AG0152 GEOID HEIGHT- -24.35 (meters) GEOID99 AG0152 DYNAMIC HT - 14.642 (meters) 48.04 (feet) COMP AG0152 MODELED GRAV- 979,176.2 (mgal) NAVD 88 AG0152 AG0152 VERT ORDER - SECOND CLASS II AG0152 AG0152.The horizontal coordinates were scaled from a topographic map and have AG0152.an estimated accuracy of +/- 6 seconds. AG0152 AG0152.The orthometric height was determined by differential leveling AG0152.and adjusted by the National Geodetic Survey in June 1991. AG0152 AG0152.The geoid height was determined by GEOID99. AG0152 AG0152.The dynamic height is computed by dividing the NAVD 88 AG0152.geopotential number by the normal gravity value computed on the AG0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0152.degrees latitude (g = 980.6199 gals.). AG0152 AG0152.The modeled gravity was interpolated from observed gravity values. AG0152 AG0152; North East Units Estimated Accuracy AG0152;SPC FL W - 382,600. 133,010. MT (+/- 180 meters Scaled) AG0152 AG0152 SUPERSEDED SURVEY CONTROL AG0152 AG0152 NGVD 29 - 14.931 (m) 48.99 (f) ADJ UNCH 2 2 AG0152 AG0152.Superseded values are not recommended for survey control. AG0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0152.See file dsdata.txt to determine how the superseded data were derived. AG0152 AG0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL345745(NAD 83) AG0152_MARKER: DD = SURVEY DISK AG0152_SETTING: 30 = CONCRETE INLET AG0152_STAMPING: 288 AG0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0152 AG0152 HISTORY - Date Condition Report By AG0152 HISTORY - UNK MONUMENTED FLHD AG0152 HISTORY - 1976 GOOD FLDT AG0152 HISTORY - 19970313 GOOD USPSQD AG0152 HISTORY - 20021216 MARK NOT FOUND USPSQD AG0152 AG0152 STATION DESCRIPTION AG0152 AG0152'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0152'AT ST PETERSBURG. AG0152'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AG0152'PARK BLVD. (SR 694, 74 AVE). RUN SOUTHERLY ON U.S. HWY. 19 FOR AG0152'4.05 MILE TO 13 AVE. N. STATION ON LEFT, IN THE N.E. CORNER, AG0152'42.5 FT. EAST OF THE CENTERLINE OF U.S. HWY. 19, 38.0 FT. NORTH AG0152'OF THE CENTERLINE OF 13 AVENUE N. SET IN THE TOP OF THE CONCRETE AG0152'INLET. SECTION 14, T 31, R 16. AG0152 AG0152 STATION RECOVERY (1997) AG0152 AG0152'RECOVERY NOTE BY US POWER SQUADRON 1997 AG0152'RECOVERED IN GOOD CONDITION. AG0152 AG0152 STATION RECOVERY (2002) AG0152 AG0152'RECOVERY NOTE BY US POWER SQUADRON 2002 (RLS) AG0152'THE CONCRETE INLET HAS BEEN REPLACED 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG0219 *********************************************************************** AG0219 DESIGNATION - 367 FLHD AG0219 PID - AG0219 AG0219 STATE/COUNTY- FL/PINELLAS AG0219 USGS QUAD - ST PETERSBURG (1987) AG0219 AG0219 *CURRENT SURVEY CONTROL AG0219 ___________________________________________________________________ AG0219* NAD 83(1986)- 27 47 31. (N) 082 39 59. (W) SCALED AG0219* NAVD 88 - 15.078 (meters) 49.47 (feet) ADJUSTED AG0219 ___________________________________________________________________ AG0219 GEOID HEIGHT- -24.38 (meters) GEOID99 AG0219 DYNAMIC HT - 15.056 (meters) 49.40 (feet) COMP AG0219 MODELED GRAV- 979,176.5 (mgal) NAVD 88 AG0219 AG0219 VERT ORDER - SECOND CLASS II AG0219 AG0219.The horizontal coordinates were scaled from a topographic map and have AG0219.an estimated accuracy of +/- 6 seconds. AG0219 AG0219.The orthometric height was determined by differential leveling AG0219.and adjusted by the National Geodetic Survey in June 1991. AG0219 AG0219.The geoid height was determined by GEOID99. AG0219 AG0219.The dynamic height is computed by dividing the NAVD 88 AG0219.geopotential number by the normal gravity value computed on the AG0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0219.degrees latitude (g = 980.6199 gals.). AG0219 AG0219.The modeled gravity was interpolated from observed gravity values. AG0219 AG0219; North East Units Estimated Accuracy AG0219;SPC FL W - 383,330. 134,330. MT (+/- 180 meters Scaled) AG0219 AG0219 SUPERSEDED SURVEY CONTROL AG0219 AG0219 NGVD 29 - 15.344 (m) 50.34 (f) ADJ UNCH 2 2 AG0219 AG0219.Superseded values are not recommended for survey control. AG0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0219.See file dsdata.txt to determine how the superseded data were derived. AG0219 AG0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL358752(NAD 83) AG0219_MARKER: DD = SURVEY DISK AG0219_SETTING: 30 = INLET AG0219_STAMPING: 367 AG0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0219 AG0219 HISTORY - Date Condition Report By AG0219 HISTORY - UNK MONUMENTED FLHD AG0219 HISTORY - 1976 GOOD NGS AG0219 HISTORY - 19970313 MARK NOT FOUND USPSQD AG0219 HISTORY - 20021219 MARK NOT FOUND USPSQD AG0219 AG0219 STATION DESCRIPTION AG0219 AG0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0219'IN ST PETERSBURG. AG0219'TO REACH THE STATION FROM THE INTERSECTION OF 4TH STREET (S.R. 687, AG0219'U.S. HWY. 92) AND S.R. 595 (5TH AVE. NORTH). RUN NORTHERLY ON 4TH ST. AG0219'FOR 1.05 MILE TO THE INTERSECTION OF 22ND AVE. N. TURN LEFT AND RUN AG0219'WESTERLY ON 22ND AVE. N. FOR 1.75 MILES. STATION ON LEFT, 26.2 FT. AG0219'SOUTH OF THE CENTERLINE OF 22ND AVE. N., 380.0 FT. EAST OF THE AG0219'CENTERLINE OF 25TH ST. N., 50.7 FT. WEST OF POWER POLE (NUMBER AG0219'1A-454393). SET IN THE TOP OF THE CONCRETE INLET. SECTION 14, T 31, AG0219'R 16. AG0219 AG0219 STATION RECOVERY (1997) AG0219 AG0219'RECOVERY NOTE BY US POWER SQUADRON 1997 AG0219'MARK NOT FOUND. AG0219 AG0219 STATION RECOVERY (2002) AG0219 AG0219'RECOVERY NOTE BY US POWER SQUADRON 2002 (KNB) AG0219'THIS LOCATION HAS BEEN COMPLETELY REVAMPED. THE AVENUE HAS BEEN AG0219'WIDENED, NEW SIDEWALK POURED, AND THERE IS NO MARK IN THE NEW CONCRETE AG0219'INLET THERE. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG0221 *********************************************************************** AG0221 DESIGNATION - 369 FLHD AG0221 PID - AG0221 AG0221 STATE/COUNTY- FL/PINELLAS AG0221 USGS QUAD - ST PETERSBURG (1987) AG0221 AG0221 *CURRENT SURVEY CONTROL AG0221 ___________________________________________________________________ AG0221* NAD 83(1986)- 27 47 31. (N) 082 40 11. (W) SCALED AG0221* NAVD 88 - 14.755 (meters) 48.41 (feet) ADJUSTED AG0221 ___________________________________________________________________ AG0221 GEOID HEIGHT- -24.38 (meters) GEOID99 AG0221 DYNAMIC HT - 14.733 (meters) 48.34 (feet) COMP AG0221 MODELED GRAV- 979,176.5 (mgal) NAVD 88 AG0221 AG0221 VERT ORDER - SECOND CLASS II AG0221 AG0221.The horizontal coordinates were scaled from a topographic map and have AG0221.an estimated accuracy of +/- 6 seconds. AG0221 AG0221.The orthometric height was determined by differential leveling AG0221.and adjusted by the National Geodetic Survey in June 1991. AG0221 AG0221.The geoid height was determined by GEOID99. AG0221 AG0221.The dynamic height is computed by dividing the NAVD 88 AG0221.geopotential number by the normal gravity value computed on the AG0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0221.degrees latitude (g = 980.6199 gals.). AG0221 AG0221.The modeled gravity was interpolated from observed gravity values. AG0221 AG0221; North East Units Estimated Accuracy AG0221;SPC FL W - 383,330. 134,000. MT (+/- 180 meters Scaled) AG0221 AG0221 SUPERSEDED SURVEY CONTROL AG0221 AG0221 NGVD 29 - 15.021 (m) 49.28 (f) ADJ UNCH 2 2 AG0221 AG0221.Superseded values are not recommended for survey control. AG0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0221.See file dsdata.txt to determine how the superseded data were derived. AG0221 AG0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL355752(NAD 83) AG0221_MARKER: DD = SURVEY DISK AG0221_SETTING: 30 = INLET AG0221_STAMPING: 369 AG0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0221 AG0221 HISTORY - Date Condition Report By AG0221 HISTORY - UNK MONUMENTED FLHD AG0221 HISTORY - 1976 GOOD NGS AG0221 HISTORY - 19970313 MARK NOT FOUND USPSQD AG0221 HISTORY - 20021219 MARK NOT FOUND USPSQD AG0221 AG0221 STATION DESCRIPTION AG0221 AG0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0221'IN ST PETERSBURG. AG0221'TO REACH THE STATION FROM THE INTERSECTION OF 4TH ST. (S.R. 687, U.S. AG0221'HWY. 92) AND S.R. 595 (5TH AVE. NORTH). RUN NORTHERLY ON 4TH ST. N. AG0221'FOR 1.05 MILE TO THE INTERSECTION OF 22ND AVE. N. TURN LEFT AND RUN AG0221'WESTERLY ON 22ND AVE. N. FOR 2.00 MILES TO THE INTERSECTION OF 26TH AG0221'ST. N. STATION ON LEFT, 31.9 FT. SOUTH OF THE CENTERLINE OF 22ND AVE. AG0221'N., 39.7 FT. WEST OF THE EXTENDED CENTERLINE OF 26TH ST. N. SET IN AG0221'THE TOP OF A CONCRETE INLET. SECTION 14, T 31, R 16. AG0221 AG0221 STATION RECOVERY (1997) AG0221 AG0221'RECOVERY NOTE BY US POWER SQUADRON 1997 AG0221'MARK NOT FOUND. AG0221 AG0221 STATION RECOVERY (2002) AG0221 AG0221'RECOVERY NOTE BY US POWER SQUADRON 2002 (KNB) AG0221'THIS LOCATION HAS BEEN COMPLETELY REVAMPED. THE AVENUE HAS BEEN AG0221'WIDENED, NEW SIDEWALK POURED, AND THERE IS NO MARK IN THE NEW CONCRETE AG0221'INLET THERE. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG0231 *********************************************************************** AG0231 DESIGNATION - 370 FLHD AG0231 PID - AG0231 AG0231 STATE/COUNTY- FL/PINELLAS AG0231 USGS QUAD - ST PETERSBURG (1987) AG0231 AG0231 *CURRENT SURVEY CONTROL AG0231 ___________________________________________________________________ AG0231* NAD 83(1986)- 27 47 31. (N) 082 40 23. (W) SCALED AG0231* NAVD 88 - 14.404 (meters) 47.26 (feet) ADJUSTED AG0231 ___________________________________________________________________ AG0231 GEOID HEIGHT- -24.37 (meters) GEOID99 AG0231 DYNAMIC HT - 14.383 (meters) 47.19 (feet) COMP AG0231 MODELED GRAV- 979,176.6 (mgal) NAVD 88 AG0231 AG0231 VERT ORDER - SECOND CLASS II AG0231 AG0231.The horizontal coordinates were scaled from a topographic map and have AG0231.an estimated accuracy of +/- 6 seconds. AG0231 AG0231.The orthometric height was determined by differential leveling AG0231.and adjusted by the National Geodetic Survey in June 1991. AG0231 AG0231.The geoid height was determined by GEOID99. AG0231 AG0231.The dynamic height is computed by dividing the NAVD 88 AG0231.geopotential number by the normal gravity value computed on the AG0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0231.degrees latitude (g = 980.6199 gals.). AG0231 AG0231.The modeled gravity was interpolated from observed gravity values. AG0231 AG0231; North East Units Estimated Accuracy AG0231;SPC FL W - 383,340. 133,670. MT (+/- 180 meters Scaled) AG0231 AG0231 SUPERSEDED SURVEY CONTROL AG0231 AG0231 NGVD 29 - 14.670 (m) 48.13 (f) ADJ UNCH 2 2 AG0231 AG0231.Superseded values are not recommended for survey control. AG0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0231.See file dsdata.txt to determine how the superseded data were derived. AG0231 AG0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL351752(NAD 83) AG0231_MARKER: DD = SURVEY DISK AG0231_SETTING: 30 = INLET AG0231_STAMPING: 370 AG0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0231 AG0231 HISTORY - Date Condition Report By AG0231 HISTORY - UNK MONUMENTED FLHD AG0231 HISTORY - 1976 GOOD NGS AG0231 HISTORY - 19970313 MARK NOT FOUND USPSQD AG0231 HISTORY - 20021219 MARK NOT FOUND USPSQD AG0231 AG0231 STATION DESCRIPTION AG0231 AG0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0231'IN ST PETERSBURG. AG0231'TO REACH THE STATION FROM THE INTERSECTION OF 4TH STREET (S.R. 687, AG0231'U.S. HWY. 92) AND S.R. 595 (5TH AVE. NORTH). RUN NORTHERLY ON 4TH ST. AG0231'FOR 1.05 MILE TO THE INTERSECTION OF 22ND AVE. N. TURN LEFT AND RUN AG0231'WESTERLY ON 22ND AVE. N. FOR 2.20 MILES. STATION ON LEFT, 28.7 FT. AG0231'SOUTH OF THE CENTERLINE OF 22ND AVE. N., 157.0 FT. EAST OF THE AG0231'CENTERLINE OF 29TH ST. N. SET IN THE TOP OF THE CONCRETE INLET. AG0231'SECTION 14, T 31, R 16. AG0231 AG0231 STATION RECOVERY (1997) AG0231 AG0231'RECOVERY NOTE BY US POWER SQUADRON 1997 AG0231'MARK NOT FOUND. AG0231 AG0231 STATION RECOVERY (2002) AG0231 AG0231'RECOVERY NOTE BY US POWER SQUADRON 2002 (KNB) AG0231'THIS LOCATION HAS BEEN COMPLETELY REVAMPED. THE AVENUE HAS BEEN AG0231'WIDENED, NEW SIDEWALK POURED, AND THERE IS NO MARK IN THE NEW CONCRETE AG0231'INLET THERE.(SEE AG0219 AND AG0221 COMMENTS. A WAAS GPS WAS USED TO NO AG0231'AVAIL). SUGGEST THESE MARKS BE CONSIDERED DESTROYED. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG0364 *********************************************************************** AG0364 DESIGNATION - BLIND X AG0364 PID - AG0364 AG0364 STATE/COUNTY- FL/PINELLAS AG0364 USGS QUAD - ST PETERSBURG (1987) AG0364 AG0364 *CURRENT SURVEY CONTROL AG0364 ___________________________________________________________________ AG0364* NAD 83(1990)- 27 45 28.60181(N) 082 43 26.02814(W) ADJUSTED AG0364* NAVD 88 - 3.374 (meters) 11.07 (feet) ADJUSTED AG0364 ___________________________________________________________________ AG0364 LAPLACE CORR- -1.57 (seconds) DEFLEC99 AG0364 GEOID HEIGHT- -24.25 (meters) GEOID99 AG0364 DYNAMIC HT - 3.369 (meters) 11.05 (feet) COMP AG0364 MODELED GRAV- 979,174.9 (mgal) NAVD 88 AG0364 AG0364 HORZ ORDER - SECOND AG0364 VERT ORDER - SECOND CLASS II AG0364 AG0364.The horizontal coordinates were established by classical geodetic methods AG0364.and adjusted by the National Geodetic Survey in May 1991. AG0364 AG0364.The orthometric height was determined by differential leveling AG0364.and adjusted by the National Geodetic Survey in June 1991. AG0364 AG0364.The Laplace correction was computed from DEFLEC99 derived deflections. AG0364 AG0364.The geoid height was determined by GEOID99. AG0364 AG0364.The dynamic height is computed by dividing the NAVD 88 AG0364.geopotential number by the normal gravity value computed on the AG0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0364.degrees latitude (g = 980.6199 gals.). AG0364 AG0364.The modeled gravity was interpolated from observed gravity values. AG0364 AG0364; North East Units Scale Converg. AG0364;SPC FL W - 379,596.584 128,640.810 MT 1.00000401 -0 20 13.8 AG0364;UTM 17 - 3,071,579.725 330,110.270 MT 0.99995626 -0 48 11.1 AG0364 AG0364|---------------------------------------------------------------------| AG0364| PID Reference Object Distance Geod. Az | AG0364| dddmmss.s | AG0364| AG0365 BLIND Y 377.046 METERS 14902 | AG0364| AG0363 BLIND W 186.393 METERS 26457 | AG0364|---------------------------------------------------------------------| AG0364 AG0364 SUPERSEDED SURVEY CONTROL AG0364 AG0364 NAD 83(1986)- 27 45 28.60739(N) 082 43 26.04112(W) AD( ) 2 AG0364 NAD 27 - 27 45 27.50829(N) 082 43 26.67958(W) AD( ) 2 AG0364 NGVD 29 - 3.647 (m) 11.97 (f) ADJ UNCH 2 2 AG0364 AG0364.Superseded values are not recommended for survey control. AG0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0364.See file dsdata.txt to determine how the superseded data were derived. AG0364 AG0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3011071580(NAD 83) AG0364_MARKER: DD = SURVEY DISK AG0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0364_STAMPING: BLIND X AG0364_MARK LOGO: FL-103 AG0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0364+STABILITY: SURFACE MOTION AG0364 AG0364 HISTORY - Date Condition Report By AG0364 HISTORY - 1975 MONUMENTED FL-103 AG0364 HISTORY - 1976 GOOD FLDT AG0364 HISTORY - 1983 MARK NOT FOUND USPSQD AG0364 HISTORY - 19910322 MARK NOT FOUND USPSQD AG0364 HISTORY - 20030105 MARK NOT FOUND USPSQD AG0364 AG0364 STATION DESCRIPTION AG0364 AG0364'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0364'THE STATION IS LOCATED IN THE MOST EASTERLY PORTION OF THE TOWN OF AG0364'SOUTH PASADENA, ON THE NORTH SIDE OF GULFPORT BOULEVARD SOUTH, AG0364'.50 MILE NORTH OF BOCA CIEGA BAY, IN SECTION 29, TOWNSHIP 31 AG0364'SOUTH, RANGE 16 EAST. AG0364' AG0364'TO REACH FROM THE INTERSECTION OF CENTRAL AVENUE AND STATE AG0364'ROUTE 690 (PASADENA AVENUE) IN THE WESTERN PORTION OF THE CITY OF AG0364'ST. PETERSBURG, GO SOUTHWESTWARDLY ALONG PASADENA AVENUE SOUTH AG0364'FOR .80 MILE TO THE INTERSECTION OF WASHINGTON AVENUE (ALSO KNOWN AG0364'AS GULFPORT BOULEVARD SOUTH). TURN LEFT AND GO ON GULFPORT AG0364'BOULEVARD SOUTH (JUST PAST 64TH STREET WOUTH ON THE LEFT) FOR AG0364'0.80 MILE TO THE STATION ON THE LEFT SIDE OF THE ROAD AS AG0364'DESCRIBED. AG0364' AG0364'BRONZE DISK STAMPED BLIND X SET IN TOP OF A 12 INCH DIAMETER AG0364'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0364' AG0364'IT IS 55.6 FEET SOUTHEAST OF A TELEPHONE POLE NUMBER 3A-2647, AG0364'34.3 FEET SOUTHWEST OF A 30 IN OAK TREE, 23.0 FEET NORTHEAST OF AG0364'CENTER OF GULFPORT BOULEVARD SOUTH. AG0364' AG0364'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0364 AG0364 STATION RECOVERY (1976) AG0364 AG0364'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0364'AT GULFPORT. AG0364'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET AG0364'SOUTH) AND PINELLAS BAYWAY (54TH AVE. S./A19A), RUN NORTHERLY ON AG0364'U.S. 19 FOR 2.1 MILE TO THE INTERSECTION OF 22ND AVE. S., TURN AG0364'LEFT ON 22ND AVE. S. AND RUN WESTERLY FOR 1.3 MILE TO THE AG0364'INTERSECTION OF 49TH STREET SOUTH, CONTINUE WESTERLY AND AG0364'NORTHWESTERLY ON GULFPORT BLVD. FOR 1.95 MILE. STATION ON RIGHT, AG0364'23.4 FT. N/NE OF THE CENTERLINE OF GULFPORT BLVD., 113.7 FT. AG0364'EAST OF THE CENTERLINE OF 64TH STREET SOUTH, 55.0 FT. E/SE OF A AG0364'POWER/LIGHT POLE, NUMBER 3A-2647, 35.5 FT. S/SE OF A TWIN 18 INCH AG0364'PINE TREE, 5.5 FT. N/NE OF THE BACK OF CURB. SET IN TOP OF A AG0364'CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 29, T 31S, AG0364'R 16E AG0364 AG0364 STATION RECOVERY (1983) AG0364 AG0364'RECOVERY NOTE BY US POWER SQUADRON 1983 (PC) AG0364'BLIND X MARKER LOST--EXTENSIVE NEW ROAD WIDENING WORK IN THIS AREA AG0364'AND MARKER HAS BEEN COVERED BY NEW WORK. AG0364 AG0364 STATION RECOVERY (1991) AG0364 AG0364'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG0364'MARK NOT FOUND. AG0364 AG0364 STATION RECOVERY (2003) AG0364 AG0364'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG0364'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG0365 *********************************************************************** AG0365 DESIGNATION - BLIND Y AG0365 PID - AG0365 AG0365 STATE/COUNTY- FL/PINELLAS AG0365 USGS QUAD - ST PETERSBURG (1987) AG0365 AG0365 *CURRENT SURVEY CONTROL AG0365 ___________________________________________________________________ AG0365* NAD 83(1990)- 27 45 18.09789(N) 082 43 18.94526(W) ADJUSTED AG0365* NAVD 88 - 3.059 (meters) 10.04 (feet) ADJUSTED AG0365 ___________________________________________________________________ AG0365 LAPLACE CORR- -1.57 (seconds) DEFLEC99 AG0365 GEOID HEIGHT- -24.25 (meters) GEOID99 AG0365 DYNAMIC HT - 3.054 (meters) 10.02 (feet) COMP AG0365 MODELED GRAV- 979,174.6 (mgal) NAVD 88 AG0365 AG0365 HORZ ORDER - SECOND AG0365 VERT ORDER - SECOND CLASS II AG0365 AG0365.The horizontal coordinates were established by classical geodetic methods AG0365.and adjusted by the National Geodetic Survey in May 1991. AG0365 AG0365.The orthometric height was determined by differential leveling AG0365.and adjusted by the National Geodetic Survey in June 1991. AG0365 AG0365.The Laplace correction was computed from DEFLEC99 derived deflections. AG0365 AG0365.The geoid height was determined by GEOID99. AG0365 AG0365.The dynamic height is computed by dividing the NAVD 88 AG0365.geopotential number by the normal gravity value computed on the AG0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0365.degrees latitude (g = 980.6199 gals.). AG0365 AG0365.The modeled gravity was interpolated from observed gravity values. AG0365 AG0365; North East Units Scale Converg. AG0365;SPC FL W - 379,272.116 128,832.864 MT 1.00000367 -0 20 10.4 AG0365;UTM 17 - 3,071,253.722 330,299.670 MT 0.99995547 -0 48 07.5 AG0365 AG0365|---------------------------------------------------------------------| AG0365| PID Reference Object Distance Geod. Az | AG0365| dddmmss.s | AG0365| AG0366 BLIND Z 176.776 METERS 10921 | AG0365| AG0364 BLIND X 377.046 METERS 32903 | AG0365|---------------------------------------------------------------------| AG0365 AG0365 SUPERSEDED SURVEY CONTROL AG0365 AG0365 NAD 83(1986)- 27 45 18.10345(N) 082 43 18.95827(W) AD( ) 2 AG0365 NAD 27 - 27 45 17.00392(N) 082 43 19.59699(W) AD( ) 2 AG0365 NGVD 29 - 3.332 (m) 10.93 (f) ADJ UNCH 2 2 AG0365 AG0365.Superseded values are not recommended for survey control. AG0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0365.See file dsdata.txt to determine how the superseded data were derived. AG0365 AG0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3030071254(NAD 83) AG0365_MARKER: DD = SURVEY DISK AG0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0365_STAMPING: BLIND Y AG0365_MARK LOGO: FL-103 AG0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0365+STABILITY: SURFACE MOTION AG0365 AG0365 HISTORY - Date Condition Report By AG0365 HISTORY - 1973 MONUMENTED FL-103 AG0365 HISTORY - 1976 GOOD FLDT AG0365 HISTORY - 1983 MARK NOT FOUND USPSQD AG0365 HISTORY - 19910322 MARK NOT FOUND USPSQD AG0365 HISTORY - 20030105 MARK NOT FOUND USPSQD AG0365 AG0365 STATION DESCRIPTION AG0365 AG0365'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DF) AG0365'THE STATION IS LOCATED IN THE WESTERN PORTION OF THE CITY OF AG0365'GULFPORT, JUST EAST OF THE PASADENA GOLF CLUB, .40 MILE NORTH OF AG0365'BOCA CIEGA BAY, IN SECTION 29, TOWNSHIP 31 SOUTH, RANGE 16 EAST. AG0365' AG0365'TO REACH FROM THE INTERSECTION OF CENTRAL AVE. AND S.R. 690 AG0365'(PASADENA AVE.), GO SOUTHWESTWARDLY ALONG PASADENA AVE. S. FOR AG0365'.80 MILE TO THE INTERSECTION OF WASHINGTON AVE. ON THE LEFT (ALSO AG0365'KNOWN AS GULFPORT BLVD. S.). TURN LEFT AND GO SOUTHEASTWARDLY AG0365'AND EASTWARDLY, AND SOUTHEASTWARDLY AROUND A CURVE TO THE RIGHT AG0365'AND THENCE A CURVE TO THE LEFT ON GULF BLVD. S. FOR 1.05 MILES AG0365'TO THE STATION ON THE RIGHT AS DESCRIBED. AG0365' AG0365'BRONZE DISK STAMPED BLIND - Y SET IN TOP OF A 12-INCH DIAMETER AG0365'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0365' AG0365'IT IS 37.0 FT. SOUTHEAST OF A STAND OF PUNK TREES, 37.0 AG0365'FT. SOUTHWEST OF CENTER OF GULFPORT BLVD. S., 35.5 FT. NORTHWEST AG0365'OF A 14-INCH PALM TREE, AND 3.7 FT. NORTH OF A 4-FOOT HIGH CHAIN AG0365'LINK FENCE. AG0365' AG0365'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER. AG0365 AG0365 STATION RECOVERY (1976) AG0365 AG0365'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0365'AT GULFPORT. AG0365'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH AG0365'STREET SOUTH) AND PINELLAS BAYWAY (54TH AVENUE S./A19A), RUN AG0365'NORTHERLY ON U.S. 19 FOR 2.1 MILE TO THE INTERSECTION OF 22ND AG0365'AVE. S., TURN LEFT ON 22ND AVE. S. AND RUN WESTERLY FOR 1.3 MILE AG0365'TO THE INTERSECTION OF 49TH STREET S., CONTINUE WESTERLY AND AG0365'NORTHWESTERLY ON GULFPORT BLVD. FOR 1.7 MILE. STATION ON LEFT, AG0365'37.3 FT. SW OF THE CENTERLINE OF GULFPORT BLVD., 175.6 FT. SOUTH AG0365'OF THE CENTERLINE OF 15TH AVENUE SOUTH, 37.0 FT. NW OF A 12 INCH AG0365'PALM TREE, 23.0 FT. SW OF THE BACK OF CURB, 3.0 FT. NE OF A AG0365'4 FT. CHAIN LINK FENCE. SET IN TOP OF A CONCRETE POST THAT IS AG0365'FLUSH WITH THE GROUND. SECTION 29, T 31S, R 16E AG0365 AG0365 STATION RECOVERY (1983) AG0365 AG0365'RECOVERY NOTE BY US POWER SQUADRON 1983 (PC) AG0365'BLIND Y MARKER LOST - NEW CONCRETE CURBING AND WALKS INSTALLED WHERE AG0365'MARKER SHOULD BE. ALL LOCATION REFERENCE POINTS NOT APPLICABLE AG0365'AT THIS TIME. AG0365 AG0365 STATION RECOVERY (1991) AG0365 AG0365'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG0365'MARK NOT FOUND. AG0365 AG0365 STATION RECOVERY (2003) AG0365 AG0365'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG0365'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG0366 *********************************************************************** AG0366 DESIGNATION - BLIND Z AG0366 PID - AG0366 AG0366 STATE/COUNTY- FL/PINELLAS AG0366 USGS QUAD - ST PETERSBURG (1987) AG0366 AG0366 *CURRENT SURVEY CONTROL AG0366 ___________________________________________________________________ AG0366* NAD 83(1990)- 27 45 16.19505(N) 082 43 12.85456(W) ADJUSTED AG0366* NAVD 88 - 3.732 (meters) 12.24 (feet) ADJUSTED AG0366 ___________________________________________________________________ AG0366 LAPLACE CORR- -1.57 (seconds) DEFLEC99 AG0366 GEOID HEIGHT- -24.25 (meters) GEOID99 AG0366 DYNAMIC HT - 3.726 (meters) 12.22 (feet) COMP AG0366 MODELED GRAV- 979,174.4 (mgal) NAVD 88 AG0366 AG0366 HORZ ORDER - SECOND AG0366 VERT ORDER - SECOND CLASS II AG0366 AG0366.The horizontal coordinates were established by classical geodetic methods AG0366.and adjusted by the National Geodetic Survey in May 1991. AG0366 AG0366.The orthometric height was determined by differential leveling AG0366.and adjusted by the National Geodetic Survey in June 1991. AG0366 AG0366.The Laplace correction was computed from DEFLEC99 derived deflections. AG0366 AG0366.The geoid height was determined by GEOID99. AG0366 AG0366.The dynamic height is computed by dividing the NAVD 88 AG0366.geopotential number by the normal gravity value computed on the AG0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0366.degrees latitude (g = 980.6199 gals.). AG0366 AG0366.The modeled gravity was interpolated from observed gravity values. AG0366 AG0366; North East Units Scale Converg. AG0366;SPC FL W - 379,212.566 128,999.308 MT 1.00000338 -0 20 07.5 AG0366;UTM 17 - 3,071,192.823 330,465.617 MT 0.99995477 -0 48 04.6 AG0366 AG0366 SUPERSEDED SURVEY CONTROL AG0366 AG0366 NAD 83(1986)- 27 45 16.20060(N) 082 43 12.86761(W) AD( ) 2 AG0366 NAD 27 - 27 45 15.10097(N) 082 43 13.50653(W) AD( ) 2 AG0366 NGVD 29 - 4.005 (m) 13.14 (f) ADJ UNCH 2 2 AG0366 AG0366.Superseded values are not recommended for survey control. AG0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0366.See file dsdata.txt to determine how the superseded data were derived. AG0366 AG0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3046671193(NAD 83) AG0366_MARKER: DD = SURVEY DISK AG0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0366_STAMPING: BLIND Z AG0366_MARK LOGO: FL-103 AG0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0366+STABILITY: SURFACE MOTION AG0366 AG0366 HISTORY - Date Condition Report By AG0366 HISTORY - 1975 MONUMENTED FL-103 AG0366 HISTORY - 1976 GOOD FLDT AG0366 HISTORY - 1983 MARK NOT FOUND USPSQD AG0366 HISTORY - 19910322 MARK NOT FOUND USPSQD AG0366 HISTORY - 20030105 MARK NOT FOUND USPSQD AG0366 AG0366 STATION DESCRIPTION AG0366 AG0366'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0366'THE STATION IS LOCATED IN THE WESTERN PORTION OF THE CITY OF AG0366'GULFPORT, AT THE INTERSECTION OF 62ND STREET SOUTH AND GULFPORT AG0366'BOULEVARD, IN SECTION 29, TOWNSHIP 31 SOUTH, RANGE 16 EAST. AG0366' AG0366'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 (34TH STREET NORTH) AG0366'AND CENTRAL AVENUE IN ST. PETERSBURG, GO WEST ON CENTRAL AVENUE AG0366'FOR 2.5 MILES TO THE INTERSECTION OF 62ND STREET. TURN LEFT AND AG0366'GO SOUTH ON 62ND STREET SOUTH FOR 1.10 MILE TO THE INTERSECTION AG0366'OF GULF BOULEVARD SOUTH. STATION IS IN THE NORTHWEST CORNER OF AG0366'INTERSECTION AS DESCRIBED. AG0366' AG0366'BRONZE DISK STAMPED BLIND Z SET IN TOP OF A 12 INCH DIAMETER AG0366'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0366' AG0366'IT IS 31.5 FEET NORTHEAST OF CENTER OF GULFPORT BOULEVARD SOUTH, AG0366'18.4 FEET WEST OF CENTER OF 62ND STREET SOUTH, 2.6 FEET SOUTHEAST AG0366'OF A POWER POLE NUMBER X-2100. AG0366' AG0366'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0366 AG0366 STATION RECOVERY (1976) AG0366 AG0366'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0366'AT GULFPORT. AG0366'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET AG0366'SOUTH) AND PINELLAS BAYWAY (54TH AVE. S/A19A), RUN NORTHERLY ON AG0366'U.S. 19 FOR 2.1 MILE TO THE INTERSECTION OF 22ND AVENUE S., AG0366'TURN LEFT ON 22ND AVE. S. AND RUN WESTERLY FOR 1.3 MILE TO THE AG0366'INTERSECTION OF 49TH STREET SOUTH, CONTINUE WESTERLY AND AG0366'NORTHWESTERLY ON GULFPORT BLVD. FOR 1.55 MILE TO THE T JUNCTION OF AG0366'62ND STREET SOUTH, STATION ON RIGHT, IN NW CORNER OF INTERSECTION, AG0366'32.2 FT. NORTH OF THE CENTERLINE OF GULFPORT BLVD., 20.0 FT. WEST AG0366'OF THE CENTERLINE OF 62ND STREET S., 4.7 FT. WEST OF THE BACK OF AG0366'CURB, 3.0 FT. EAST OF POWER/LIGHT POLE, NUMBER X-2100. SET IN TOP AG0366'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 29, AG0366'T 31S, R 16E AG0366 AG0366 STATION RECOVERY (1983) AG0366 AG0366'RECOVERY NOTE BY US POWER SQUADRON 1983 (WCC) AG0366'MARK NOT FOUND. AG0366 AG0366 STATION RECOVERY (1991) AG0366 AG0366'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG0366'MARK NOT FOUND. AG0366 AG0366 STATION RECOVERY (2003) AG0366 AG0366'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG0366'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG2486 *********************************************************************** AG2486 DESIGNATION - BOW AG2486 PID - AG2486 AG2486 STATE/COUNTY- FL/PINELLAS AG2486 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG2486 AG2486 *CURRENT SURVEY CONTROL AG2486 ___________________________________________________________________ AG2486* NAD 83(1990)- 27 44 18.21888(N) 082 42 23.01888(W) ADJUSTED AG2486* NAVD 88 - AG2486 ___________________________________________________________________ AG2486 LAPLACE CORR- -1.62 (seconds) DEFLEC99 AG2486 GEOID HEIGHT- -24.26 (meters) GEOID99 AG2486 AG2486 HORZ ORDER - THIRD AG2486 AG2486.The horizontal coordinates were established by classical geodetic methods AG2486.and adjusted by the National Geodetic Survey in May 1991. AG2486 AG2486 AG2486.The Laplace correction was computed from DEFLEC99 derived deflections. AG2486 AG2486.The geoid height was determined by GEOID99. AG2486 AG2486; North East Units Scale Converg. AG2486;SPC FL W - 377,420.056 130,353.765 MT 1.00000103 -0 19 43.7 AG2486;UTM 17 - 3,069,389.453 331,805.392 MT 0.99994919 -0 47 39.9 AG2486 AG2486 SUPERSEDED SURVEY CONTROL AG2486 AG2486 NAD 83(1986)- 27 44 18.22418(N) 082 42 23.03188(W) AD( ) 4 AG2486 NAD 27 - 27 44 17.11900(N) 082 42 23.66200(W) AD( ) 3 AG2486 AG2486.Superseded values are not recommended for survey control. AG2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2486.See file dsdata.txt to determine how the superseded data were derived. AG2486 AG2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3180569389(NAD 83) AG2486_MARKER: 81 = GABLE AG2486 AG2486 HISTORY - Date Condition Report By AG2486 HISTORY - 1926 FIRST OBSERVED CGS AG2486 HISTORY - 1941 GOOD CGS AG2486 HISTORY - 1951 GOOD CGS AG2486 HISTORY - 1957 GOOD CGS AG2486 HISTORY - 1986 MARK NOT FOUND USPSQD AG2486 HISTORY - 20030105 MARK NOT FOUND USPSQD AG2486 AG2486 STATION DESCRIPTION AG2486 AG2486'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RLS) AG2486'STATION IS A VERY PROMINENT GABLE ON THE W SIDE OF BOCA CIEGA AG2486'INN AT GULFPORT, FLORIDA. IT IS ALSO THE MOST WESTERLY GABLE. AG2486' AG2486'STATION WAS NOT MARKED. AG2486 AG2486 STATION RECOVERY (1941) AG2486 AG2486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KGC) AG2486'THE STATION IS LOCATED AT THE CORNER OF 54TH STREET, S, AND 30TH AG2486'AVENUE, S, AT THE BOCA CIEGA INN, IN GULFPORT. AG2486' AG2486'IT IS A PROMINENT GABLE NEAR THE SW CORNER OF THE BOCA CIEGA INN. AG2486' AG2486'IT IS AN UNMARKED STATION. AG2486 AG2486 STATION RECOVERY (1951) AG2486 AG2486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCB) AG2486'STATION RECOVERED AS DESCRIBED. HOWEVER, HIGH AUSTRALIAN PINE AG2486'TREES OBSCURE THE STATION. AG2486 AG2486 STATION RECOVERY (1957) AG2486 AG2486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JEW) AG2486'STATION PROBABLY RECOVERED IN GOOD CONDITION. THE BOCA CIEGA INN AG2486'IS LOCATED AT THE CORNER OF 54TH STREET SOUTH AND 31ST AVENUE AG2486'SOUTH, IN GULFPORT. AG2486' AG2486'THE 1941 RECOVERY NOTE GIVES THE LOCATION AS 54TH STREET SOUTH AG2486'AND 30TH AVENUE SOUTH. AG2486' AG2486'THE INN IS CLOSED FOR THE SUMMER AND THE LOCATION COULD NOT BE AG2486'VERIFIED. AG2486 AG2486 STATION RECOVERY (1986) AG2486 AG2486'RECOVERY NOTE BY US POWER SQUADRON 1986 (PC) AG2486'MARK NOT FOUND. AG2486 AG2486 STATION RECOVERY (2003) AG2486 AG2486'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG2486'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG2197 *********************************************************************** AG2197 DESIGNATION - FAR AG2197 PID - AG2197 AG2197 STATE/COUNTY- FL/PINELLAS AG2197 USGS QUAD - ST PETERSBURG (1987) AG2197 AG2197 *CURRENT SURVEY CONTROL AG2197 ___________________________________________________________________ AG2197* NAD 83(1990)- 27 47 12.14145(N) 082 44 52.74531(W) ADJUSTED AG2197* NAVD 88 - AG2197 ___________________________________________________________________ AG2197 LAPLACE CORR- -1.54 (seconds) DEFLEC99 AG2197 GEOID HEIGHT- -24.25 (meters) GEOID99 AG2197 AG2197 HORZ ORDER - THIRD AG2197 AG2197.The horizontal coordinates were established by classical geodetic methods AG2197.and adjusted by the National Geodetic Survey in May 1991. AG2197 AG2197 AG2197.The Laplace correction was computed from DEFLEC99 derived deflections. AG2197 AG2197.The geoid height was determined by GEOID99. AG2197 AG2197; North East Units Scale Converg. AG2197;SPC FL W - 382,797.932 126,285.602 MT 1.00000822 -0 20 55.4 AG2197;UTM 17 - 3,074,799.983 327,781.290 MT 0.99996610 -0 48 54.3 AG2197 AG2197 SUPERSEDED SURVEY CONTROL AG2197 AG2197 NAD 83(1986)- 27 47 12.14713(N) 082 44 52.75820(W) AD( ) 4 AG2197 NAD 27 - 27 47 11.05000(N) 082 44 53.37500(W) AD( ) 3 AG2197 AG2197.Superseded values are not recommended for survey control. AG2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2197.See file dsdata.txt to determine how the superseded data were derived. AG2197 AG2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2778174800(NAD 83) AG2197_MARKER: 51 = TANK AG2197 AG2197 HISTORY - Date Condition Report By AG2197 HISTORY - 1926 FIRST OBSERVED CGS AG2197 HISTORY - 1941 SEE DESCRIPTION CGS AG2197 HISTORY - 19990105 MARK NOT FOUND USPSQD AG2197 HISTORY - 20030105 MARK NOT FOUND USPSQD AG2197 AG2197 STATION DESCRIPTION AG2197 AG2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (RLS) AG2197'STATION IS THE CENTER OF THE VERY PROMINENT STEEL WATER TANK AG2197'LOCATED ON THE JUNGLE ESTATES ABOUT 1/2 MILE N BY W FROM THE AG2197'JUNGLE COUNTRY CLUB. AG2197' AG2197'FOR IDENTIFICATION PURPOSES, A SIMILAR, WHITE, WOODEN, AG2197'WATER TANK IS CLOSE BY THIS LARGER TANK. AG2197' AG2197'STATION WAS NOT MARKED. AG2197 AG2197 STATION RECOVERY (1941) AG2197 AG2197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KGC) AG2197'STATION WAS THE CENTER OF A PROMINENT WATER TANK ON THE AG2197'JUNGLE ESTATES ABOUT 0.5 MILE NNW OF JUNGLE COUNTRY CLUB. THE AG2197'TANK WAS REMOVED SEVERAL YEARS AGO. FOUR CONCRETE FOUNDATION AG2197'FOOTINGS ARE STILL INTACT AND A CENTRAL POINT WAS RECOVERED AG2197'AND IT IS RECOMMENDED THIS POINT BE USED FOR TOPOGRAPHIC CONTROL. AG2197 AG2197 STATION RECOVERY (1999) AG2197 AG2197'RECOVERY NOTE BY US POWER SQUADRON 1999 AG2197'MARK NOT FOUND. AG2197 AG2197 STATION RECOVERY (2003) AG2197 AG2197'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG2197'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG2477 *********************************************************************** AG2477 DESIGNATION - GULFPORT MUN TANK AG2477 PID - AG2477 AG2477 STATE/COUNTY- FL/PINELLAS AG2477 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG2477 AG2477 *CURRENT SURVEY CONTROL AG2477 ___________________________________________________________________ AG2477* NAD 83(1990)- 27 44 47.63141(N) 082 42 21.72115(W) ADJUSTED AG2477* NAVD 88 - AG2477 ___________________________________________________________________ AG2477 LAPLACE CORR- -1.62 (seconds) DEFLEC99 AG2477 GEOID HEIGHT- -24.27 (meters) GEOID99 AG2477 AG2477 HORZ ORDER - THIRD AG2477 AG2477.The horizontal coordinates were established by classical geodetic methods AG2477.and adjusted by the National Geodetic Survey in May 1991. AG2477 AG2477 AG2477.The Laplace correction was computed from DEFLEC99 derived deflections. AG2477 AG2477.The geoid height was determined by GEOID99. AG2477 AG2477; North East Units Scale Converg. AG2477;SPC FL W - 378,325.215 130,394.501 MT 1.00000096 -0 19 43.4 AG2477;UTM 17 - 3,070,294.204 331,853.480 MT 0.99994899 -0 47 40.0 AG2477 AG2477 SUPERSEDED SURVEY CONTROL AG2477 AG2477 NAD 83(1986)- 27 44 47.63676(N) 082 42 21.73416(W) AD( ) 4 AG2477 NAD 27 - 27 44 46.53604(N) 082 42 22.37422(W) AD( ) 3 AG2477 AG2477.Superseded values are not recommended for survey control. AG2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2477.See file dsdata.txt to determine how the superseded data were derived. AG2477 AG2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3185370294(NAD 83) AG2477_MARKER: 53 = ELEVATED TANK AG2477 AG2477 HISTORY - Date Condition Report By AG2477 HISTORY - 1934 FIRST OBSERVED CGS AG2477 HISTORY - 1941 GOOD CGS AG2477 HISTORY - 1959 GOOD CGS AG2477 HISTORY - 1962 SEE DESCRIPTION USE AG2477 HISTORY - 1972 GOOD NGS AG2477 HISTORY - 19980112 MARK NOT FOUND USPSQD AG2477 HISTORY - 20030105 MARK NOT FOUND USPSQD AG2477 AG2477 STATION DESCRIPTION AG2477 AG2477'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KGC) AG2477'THE STATION IS LOCATED NEAR THE INTERSECTION OF 54TH STREET S AG2477'AND 24TH AVENUE S IN GULFPORT. IT IS THE SHORT FLAGPOLE IN THE AG2477'CENTER OF THE TOP OF THE MUNICIPAL WATER TANK. THE TANK IS AG2477'OF STEEL, ELEVATED ON A 4-LEGGED STEEL TOWER, PAINTED ALUMINUM, AG2477'120 FEET TALL. THE CONCRETE FOUNDATION FOOTINGS ARE 40 FEET AG2477'APART. AG2477 AG2477 STATION RECOVERY (1959) AG2477 AG2477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW) AG2477'THIS STATION WAS RECOVERED IN JUNE, 1959. IT IS LOCATED AT AG2477'GULFPORT, 55 YD. E-SE OF THE JUNCTION OF 24TH AVENUE S AND 54TH AG2477'STREET SOUTH. THE BALL ON TOP OF THE CENTER OF A SLENDER AG2477'SILVER-COLORED STEEL WATER TANK. THERE IS NO FLAGPOLE ON TOP OF AG2477'THE TANK NOW. AG2477 AG2477 STATION RECOVERY (1962) AG2477 AG2477'RECOVERY NOTE BY US ENGINEERS 1962 AG2477'STATION FOUND IN GOOD CONDITION. THE FLAGPOLE HAS BEEN AG2477'REMOVED. THE CENTER OF TANK ACCEPTED AS BALL AT PEAK OF TANK AG2477'TOP. THE FLAGPOLE WAS ORIGINALLY MOUNTED IN THIS BALL. THE AG2477'COLOR OF THE STRUCTURE IS NOW LIGHT GREEN. AG2477 AG2477 STATION RECOVERY (1972) AG2477 AG2477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCL) AG2477'THE STATION IS THE BALL ATOP AND CENTER OF A WATER TANK OWNED AG2477'BY THE CITY OF GULFPORT. THE TANK HAS A CYLINDRICAL BODY WITH AG2477'A CONICAL TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY 4 STEEL AG2477'TRUSS-WORK LEGS. IT IS SILVER GREEN IN COLOR AND APPROXIMATELY AG2477'165 FEET HIGH. AG2477' AG2477'STATION IS LOCATED AT THE GULFPORT CITY HALL, 0.1 MILE WEST AG2477'OF 24TH AVENUE. AG2477 AG2477 STATION RECOVERY (1998) AG2477 AG2477'RECOVERY NOTE BY US POWER SQUADRON 1998 AG2477'MARK NOT FOUND. AG2477 AG2477 STATION RECOVERY (2003) AG2477 AG2477'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG2477'GULFPORT FIRE DEPT STATION 17 AND PUBLIC SERVICE FACILITY BLDG, BUILT AG2477'MARCH 1986. NO WATER TANK. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG2177 *********************************************************************** AG2177 DESIGNATION - GULFPORT STETSON UNIV CUPOLA AG2177 PID - AG2177 AG2177 STATE/COUNTY- FL/PINELLAS AG2177 USGS QUAD - ST PETERSBURG (1987) AG2177 AG2177 *CURRENT SURVEY CONTROL AG2177 ___________________________________________________________________ AG2177* NAD 83(1990)- 27 45 22.57920(N) 082 43 08.80236(W) ADJUSTED AG2177* NAVD 88 - AG2177 ___________________________________________________________________ AG2177 LAPLACE CORR- -1.58 (seconds) DEFLEC99 AG2177 GEOID HEIGHT- -24.26 (meters) GEOID99 AG2177 AG2177 HORZ ORDER - THIRD AG2177 AG2177.The horizontal coordinates were established by classical geodetic methods AG2177.and adjusted by the National Geodetic Survey in May 1991. AG2177 AG2177 AG2177.The Laplace correction was computed from DEFLEC99 derived deflections. AG2177 AG2177.The geoid height was determined by GEOID99. AG2177 AG2177; North East Units Scale Converg. AG2177;SPC FL W - 379,408.432 129,111.423 MT 1.00000318 -0 20 05.7 AG2177;UTM 17 - 3,071,387.761 330,579.315 MT 0.99995430 -0 48 02.9 AG2177 AG2177 SUPERSEDED SURVEY CONTROL AG2177 AG2177 NAD 83(1986)- 27 45 22.58472(N) 082 43 08.81529(W) AD( ) 4 AG2177 NAD 27 - 27 45 21.48411(N) 082 43 09.45354(W) AD( ) 3 AG2177 AG2177.Superseded values are not recommended for survey control. AG2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2177.See file dsdata.txt to determine how the superseded data were derived. AG2177 AG2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3057971388(NAD 83) AG2177_MARKER: 86 = CUPOLA AG2177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG2177+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2003 AG2177 AG2177 HISTORY - Date Condition Report By AG2177 HISTORY - 1934 FIRST OBSERVED CGS AG2177 HISTORY - 1941 GOOD CGS AG2177 HISTORY - 1959 SEE DESCRIPTION CGS AG2177 HISTORY - 1967 SEE DESCRIPTION CGS AG2177 HISTORY - 1972 GOOD NGS AG2177 HISTORY - 19970129 GOOD USPSQD AG2177 HISTORY - 19980129 GOOD USPSQD AG2177 HISTORY - 20030105 GOOD USPSQD AG2177 AG2177 STATION DESCRIPTION AG2177 AG2177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA) AG2177'FLAGPOLE ON CUPOLA, MAIN BUILDING, FLORIDA MILITARY ACADEMY, AG2177'14TH AVENUE S AND 62ND STREET, ST. PETERSBURG. AG2177 AG2177 STATION RECOVERY (1941) AG2177 AG2177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (KGC) AG2177'THE ROLYAT HOTEL, PASADEENA ESTATES, IS NOW THE FLORIDA AG2177'MILITARY ACADEMY. AG2177' AG2177'STATION IS LOCATED NEAR THE INTERSECTION OF 14TH AVE. S AND AG2177'62ND ST. IT IS A FLAGPOLE EXTENDING FROM THE CENTER OF A BLACK AG2177'DOME OF A PROMINENT TOWER ON THE MAIN BUILDING OF THE FLORIDA AG2177'MILITARY ACADEMY. AG2177 AG2177 STATION RECOVERY (1959) AG2177 AG2177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW) AG2177'THIS STATION WAS RECOVERED IN JUNE, 1959. IT IS LOCATED AT AG2177'ST. PETERSBURG ABOUT 50 YD. NE OF THE INTERSECTION OF 13TH AVENUE AG2177'SOUTH AND 62ND STREET SOUTH. THE BALL ON TOP OF THE CUPOLA OF AG2177'THE MAIN BUILDING OF THE FLORIDA MILITARY ACADEMY. THERE IS NO AG2177'FLAGPOLE ON TOP OF THE CUPOLA NOW. AG2177 AG2177 STATION RECOVERY (1967) AG2177 AG2177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DWC) AG2177'THE STATION WAS RECOVERED AS DESCRIBED. THERE IS NO FLAG POLE AG2177'ON THE CUPOLA AT THIS TIME. AG2177' AG2177'THE GROUNDS ARE NOW OCCUPIED BY THE STETSON LAW SCHOOL. AG2177 AG2177 STATION RECOVERY (1972) AG2177 AG2177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCL) AG2177'(FORMERLY NAMED ST. PETERSBURG, FLORIDA MILITARY ACADEMY, CUPOLA, AG2177'FLAGPOLE, (ROLYAT 1926). AG2177' AG2177'THE BUILDINGS ARE NOW OCCUPIED BY THE STETSON UNIVERSITY COLLEGE AG2177'OF LAW. AG2177' AG2177'THE STATION IS THE BALL ATOP AND CENTER OF CUPOLA THAT SITS AG2177'ATOP MAIN BUILDNG OF THE STETSON UNIVERSITY COLLEGE OF AG2177'LAW. THE CUPOLA IS YELLOW WITH A SILVER DOME TOP AND AG2177'APPROXIMATELY 100 FEET HIGH. AG2177' AG2177'THE STATION IS LOCATED IN THE NORTHERN SECTION OF GULFPORT, AG2177'BETWEEN 13TH AND 15TH AVENUES AND 61ST AND 62ND STREETS, AT AG2177'ABOUT THE CENTER OF THE COLLEGE COMPLEX. AG2177 AG2177 STATION RECOVERY (1997) AG2177 AG2177'RECOVERY NOTE BY US POWER SQUADRON 1997 AG2177'RECOVERED IN GOOD CONDITION. AG2177 AG2177 STATION RECOVERY (1998) AG2177 AG2177'RECOVERY NOTE BY US POWER SQUADRON 1998 AG2177'RECOVERED IN GOOD CONDITION. AG2177 AG2177 STATION RECOVERY (2003) AG2177 AG2177'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG2177'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG7328 *********************************************************************** AG7328 DESIGNATION - I275 A 2 AG7328 PID - AG7328 AG7328 STATE/COUNTY- FL/PINELLAS AG7328 USGS QUAD - GANDY BRIDGE (1987) AG7328 AG7328 *CURRENT SURVEY CONTROL AG7328 ___________________________________________________________________ AG7328* NAD 83(1986)- 27 55 10. (N) 082 36 34. (W) SCALED AG7328* NAVD 88 - 4.476 (meters) 14.69 (feet) ADJUSTED AG7328 ___________________________________________________________________ AG7328 GEOID HEIGHT- -24.68 (meters) GEOID99 AG7328 DYNAMIC HT - 4.470 (meters) 14.67 (feet) COMP AG7328 MODELED GRAV- 979,185.1 (mgal) NAVD 88 AG7328 AG7328 VERT ORDER - SECOND CLASS I AG7328 AG7328.The horizontal coordinates were scaled from a topographic map and have AG7328.an estimated accuracy of +/- 6 seconds. AG7328 AG7328.The orthometric height was determined by differential leveling AG7328.and adjusted by the National Geodetic Survey in June 1991. AG7328 AG7328.The geoid height was determined by GEOID99. AG7328 AG7328.The dynamic height is computed by dividing the NAVD 88 AG7328.geopotential number by the normal gravity value computed on the AG7328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7328.degrees latitude (g = 980.6199 gals.). AG7328 AG7328.The modeled gravity was interpolated from observed gravity values. AG7328 AG7328; North East Units Estimated Accuracy AG7328;SPC FL W - 397,430. 140,010. MT (+/- 180 meters Scaled) AG7328 AG7328 SUPERSEDED SURVEY CONTROL AG7328 AG7328 NGVD 29 - 4.740 (m) 15.55 (f) ADJ UNCH 2 1 AG7328 AG7328.Superseded values are not recommended for survey control. AG7328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7328.See file dsdata.txt to determine how the superseded data were derived. AG7328 AG7328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL416893(NAD 83) AG7328_MARKER: DD = SURVEY DISK AG7328_SETTING: 36 = CONCRETE ABUTMENT AG7328_STAMPING: I275 A2 AG7328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AG7328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7328+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2003 AG7328 AG7328 HISTORY - Date Condition Report By AG7328 HISTORY - 1974 MONUMENTED FLDT AG7328 HISTORY - 1975 GOOD FLDT AG7328 HISTORY - 20030105 GOOD USPSQD AG7328 AG7328 STATION DESCRIPTION AG7328 AG7328'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG7328'8.6 MI NE FROM PINELLAS PARK. AG7328'FROM THE INTERSECTION OF INTERSTATE ROUTE 275 AND GANDY BOULEVARD, 2.5 AG7328'MILES EAST OF PINELLAS PARK, GO NORTHERLY ON INTERSTATE ROUTE 275 FOR AG7328'6.1 MILES. THE MARK IS IN THE SOUTHEAST END OF THE SOUTHWEST CONCRETE AG7328'ABUTMENT OF THE HOWARD FRANKLAND BRIDGE OVER TAMPA BAY. IT IS 17.2 AG7328'FT. SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE, 3.8 FT. AG7328'NORTHEAST OF THE SOUTHWEST CORNER OF THE SOUTHEAST CONCRETE GUARDRAIL AG7328'AND 3.6 FT. SOUTHEAST OF THE METAL GUARDRAIL. AG7328'THE MARK IS ABOVE LEVEL WITH CONCRETE ABUTMENT. AG7328 AG7328 STATION RECOVERY (2003) AG7328 AG7328'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG7328'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG0658 *********************************************************************** AG0658 DESIGNATION - LEALMAN E AG0658 PID - AG0658 AG0658 STATE/COUNTY- FL/PINELLAS AG0658 USGS QUAD - ST PETERSBURG (1987) AG0658 AG0658 *CURRENT SURVEY CONTROL AG0658 ___________________________________________________________________ AG0658* NAD 83(1990)- 27 48 34.16901(N) 082 40 45.78325(W) ADJUSTED AG0658* NAVD 88 - 24.547 (meters) 80.53 (feet) ADJUSTED AG0658 ___________________________________________________________________ AG0658 LAPLACE CORR- -1.84 (seconds) DEFLEC99 AG0658 GEOID HEIGHT- -24.38 (meters) GEOID99 AG0658 DYNAMIC HT - 24.511 (meters) 80.42 (feet) COMP AG0658 MODELED GRAV- 979,178.0 (mgal) NAVD 88 AG0658 AG0658 HORZ ORDER - SECOND AG0658 VERT ORDER - SECOND CLASS II AG0658 AG0658.The horizontal coordinates were established by classical geodetic methods AG0658.and adjusted by the National Geodetic Survey in May 1991. AG0658 AG0658.The orthometric height was determined by differential leveling AG0658.and adjusted by the National Geodetic Survey in June 1991. AG0658 AG0658.The Laplace correction was computed from DEFLEC99 derived deflections. AG0658 AG0658.The geoid height was determined by GEOID99. AG0658 AG0658.The dynamic height is computed by dividing the NAVD 88 AG0658.geopotential number by the normal gravity value computed on the AG0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0658.degrees latitude (g = 980.6199 gals.). AG0658 AG0658.The modeled gravity was interpolated from observed gravity values. AG0658 AG0658; North East Units Scale Converg. AG0658;SPC FL W - 385,283.618 133,060.387 MT 0.99999646 -0 19 01.1 AG0658;UTM 17 - 3,077,230.301 334,575.747 MT 0.99993778 -0 47 01.2 AG0658 AG0658: Primary Azimuth Mark Grid Az AG0658:SPC FL W - LEALMAN D 358 39 45.7 AG0658:UTM 17 - LEALMAN D 359 07 45.8 AG0658 AG0658|---------------------------------------------------------------------| AG0658| PID Reference Object Distance Geod. Az | AG0658| dddmmss.s | AG0658| AG0657 LEALMAN D APPROX. 0.9 KM 3582044.6 | AG0658|---------------------------------------------------------------------| AG0658 AG0658 SUPERSEDED SURVEY CONTROL AG0658 AG0658 NAD 83(1986)- 27 48 34.17452(N) 082 40 45.79567(W) AD( ) 2 AG0658 NAD 27 - 27 48 33.08181(N) 082 40 46.43810(W) AD( ) 2 AG0658 NGVD 29 - 24.810 (m) 81.40 (f) ADJ UNCH 2 2 AG0658 AG0658.Superseded values are not recommended for survey control. AG0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0658.See file dsdata.txt to determine how the superseded data were derived. AG0658 AG0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3457677230(NAD 83) AG0658_MARKER: DD = SURVEY DISK AG0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0658_STAMPING: LEALMAN E AG0658_MARK LOGO: FL-103 AG0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0658+STABILITY: SURFACE MOTION AG0658 AG0658 HISTORY - Date Condition Report By AG0658 HISTORY - 1976 MONUMENTED FL-103 AG0658 HISTORY - 1976 GOOD FLDT AG0658 HISTORY - 1983 MARK NOT FOUND USPSQD AG0658 HISTORY - 1991 MARK NOT FOUND USPSQD AG0658 HISTORY - 20021216 MARK NOT FOUND USPSQD AG0658 AG0658 STATION DESCRIPTION AG0658 AG0658'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0658'THE STATION IS ABOUT 2.0 MILES EAST OF KENNETH CITY, 15 MILES AG0658'SOUTH OF PINELLAS PARK, .25 MILE NORTH OF ST. PETERSBURG, IN AG0658'SECTION 2, TOWNSHIP 31 SOUTH, RANGE 16 EAST. AG0658' AG0658'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE ROUTE AG0658'694 (PARK BOULEVARD OR 74TH AVENUE N.) IN PINELLAS PARK, GO AG0658'SOUTHEASTWARDLY AND SOUTH ALONG U.S. HIGHWAY 19 FOR 2.2 MILES TO AG0658'THE OVERPASS OVER THE SEABOARD COAST LINE RAILROAD. STATION IS AT AG0658'THE NORTHEAST CORNER OF THE NORTHBOUND LANES AS DESCRIBED. AG0658' AG0658'BRONZE DISK STAMPED LEALMAN E SET IN TOP OF A 12 INCH DIAMETER AG0658'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0658' AG0658'IT IS 75.0 FEET NORTH OF A POWER POLE NUMBER 106468, 61.2 FEET AG0658'SOUTH OF A POWER POLE NUMBER 1-71650, 3.6 FEET EAST OF P.I. OF AG0658'ASPHALT AND CONCRETE GUTTER. AG0658' AG0658'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0658 AG0658 STATION RECOVERY (1976) AG0658 AG0658'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0658'0.1 MI N FROM ST PETERSBURG. AG0658'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AG0658'PARK BLVD. (SR 694, 74 AVE). RUN SOUTHERLY ON U.S. HWY. 19 FOR AG0658'2.25 MILE. STATION ON LEFT, 46.3 FT. EAST OF THE CENTERLINE AG0658'OF U.S. HWY. 19, 81.0 FT. N.E. OF THE N.E. CORNER OF OVERPASS, AG0658'62.0 FT. SOUTH OF POWER AND LIGHT POLE, NUMBER 1-74650, 3.8 FT. AG0658'EAST OF THE BACK OF CURB. SET IN THE TOP OF THE CONCRETE POST AG0658'THAT IS FLUSH WITH THE GROUND. SECTION 2, T 31, R 16. AG0658 AG0658 STATION RECOVERY (1983) AG0658 AG0658'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0658'MARK NOT FOUND. AG0658 AG0658 STATION RECOVERY (1991) AG0658 AG0658'RECOVERY NOTE BY US POWER SQUADRON 1991 (AVD) AG0658'MARK NOT FOUND. AG0658 AG0658 STATION RECOVERY (2002) AG0658 AG0658'RECOVERY NOTE BY US POWER SQUADRON 2002 (RLS) AG0658'THE COORDINATES FOR THIS MARK APPEAR SATISFACTORY YET IT HAS NOT BEEN AG0658'RECOVERED SINCE 1983. IT IS PRESUMED THE MARK WAS DESTROYED DURING AG0658'EARLIER CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG7050 *********************************************************************** AG7050 DESIGNATION - MENORAH B AG7050 PID - AG7050 AG7050 STATE/COUNTY- FL/PINELLAS AG7050 USGS QUAD - ST PETERSBURG (1987) AG7050 AG7050 *CURRENT SURVEY CONTROL AG7050 ___________________________________________________________________ AG7050* NAD 83(1990)- 27 45 41.95465(N) 082 42 43.24452(W) ADJUSTED AG7050* NAVD 88 - 6.559 (meters) 21.52 (feet) ADJUSTED AG7050 ___________________________________________________________________ AG7050 LAPLACE CORR- -1.60 (seconds) DEFLEC99 AG7050 GEOID HEIGHT- -24.27 (meters) GEOID99 AG7050 DYNAMIC HT - 6.550 (meters) 21.49 (feet) COMP AG7050 MODELED GRAV- 979,174.8 (mgal) NAVD 88 AG7050 AG7050 HORZ ORDER - SECOND AG7050 VERT ORDER - SECOND CLASS II AG7050 AG7050.The horizontal coordinates were established by classical geodetic methods AG7050.and adjusted by the National Geodetic Survey in May 1991. AG7050 AG7050.The orthometric height was determined by differential leveling AG7050.and adjusted by the National Geodetic Survey in June 1991. AG7050 AG7050.The Laplace correction was computed from DEFLEC99 derived deflections. AG7050 AG7050.The geoid height was determined by GEOID99. AG7050 AG7050.The dynamic height is computed by dividing the NAVD 88 AG7050.geopotential number by the normal gravity value computed on the AG7050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7050.degrees latitude (g = 980.6199 gals.). AG7050 AG7050.The modeled gravity was interpolated from observed gravity values. AG7050 AG7050; North East Units Scale Converg. AG7050;SPC FL W - 380,000.769 129,814.740 MT 1.00000196 -0 19 54.0 AG7050;UTM 17 - 3,071,974.331 331,287.390 MT 0.99995134 -0 47 51.5 AG7050 AG7050: Primary Azimuth Mark Grid Az AG7050:SPC FL W - MENORAH B AZ MK 1 181 31 07.1 AG7050:UTM 17 - MENORAH B AZ MK 1 181 59 04.6 AG7050 AG7050|---------------------------------------------------------------------| AG7050| PID Reference Object Distance Geod. Az | AG7050| dddmmss.s | AG7050| AG2247 MENORAH B PT A 13.913 METERS 13037 | AG7050| AG7051 MENORAH B AZ MK 1 APPROX. 0.7 KM 1811113.1 | AG7050| AG7049 MENORAH B AZ MK 2 APPROX. 0.5 KM 3572202.1 | AG7050|---------------------------------------------------------------------| AG7050 AG7050 SUPERSEDED SURVEY CONTROL AG7050 AG7050 NAD 83(1986)- 27 45 41.96022(N) 082 42 43.25749(W) AD( ) 2 AG7050 NAD 27 - 27 45 40.86144(N) 082 42 43.89720(W) AD( ) 2 AG7050 NGVD 29 - 6.831 (m) 22.41 (f) ADJ UNCH 2 2 AG7050 AG7050.Superseded values are not recommended for survey control. AG7050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7050.See file dsdata.txt to determine how the superseded data were derived. AG7050 AG7050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3128771974(NAD 83) AG7050_MARKER: DD = SURVEY DISK AG7050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7050_STAMPING: MENORAH B AG7050_PROJECTION: FLUSH AG7050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7050+STABILITY: SURFACE MOTION AG7050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7050+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2003 AG7050 AG7050 HISTORY - Date Condition Report By AG7050 HISTORY - 1973 MONUMENTED FL-103 AG7050 HISTORY - 1977 GOOD FL-103 AG7050 HISTORY - 19930129 GOOD USPSQD AG7050 HISTORY - 20030105 GOOD USPSQD AG7050 AG7050 STATION DESCRIPTION AG7050 AG7050'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG7050'LOCATED AT BOCA CIEGA HIGH SCHOOL IN THE NORTH PART OF GULFPORT. AG7050' AG7050'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 (34TH STREET N) AND AG7050'CENTRAL AVENUE IN ST. PETERSBURG, GO WEST ON CENTRAL AVENUE FOR AG7050'2.0 MILES TO 58TH STREET N. TURN LEFT AND GO SOUTH ON 58TH STREET AG7050'N FOR 0.6 MILE TO STATION ON LEFT, WEST OF A CIRCULAR DRIVEWAY AS AG7050'DESCRIBED. AG7050' AG7050'BRONZE DISK STAMPED MENORAH-B SET IN THE TOP OF A 12 INCH DIAMETER AG7050'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. THE AG7050'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES AG7050'BELOW THE GROUND SURFACE. IT IS ABOUT 33 FEET EAST OF THE CENTER AG7050'OF 58TH STREET S PAVEMENT, 31.5 FEET NORTHWEST OF DANFORTH ANCHOR AG7050'AND 2 FEET EAST OF THE BACK OF SIDEWALK. AG7050' AG7050'AZIMUTH MARK 1 ABOUT 0.3 OF A MILE TO THE SOUTH, IS AT THE AG7050'SOUTHWEST CORNER OF 15TH AVENUE S AND 58TH STREET S AS DESCRIBED. AG7050' AG7050'BRONZE DISK STAMPED MENORAH-B AZ. 1 SET IN THE TOP OF A 12 INCH AG7050'DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT AG7050'IS ABOUT 8 FEET NORTHWEST OF POWER POLE NUMBER 3A2252, 3.8 FEET AG7050'SOUTHWEST OF A TRAFFIC LIGHT POLE, AND 3.2 FEET SOUTHEAST OF A AG7050'MANHOLE COVER. AG7050' AG7050'AZIMUTH MARK 2, ABOUT 0.3 OF A MILE TO THE NORTH, IS AT THE SOUTH AG7050'SOUTHWEST CORNER OF 5TH AVENUE S AND 58TH STREET S AS DESCRIBED. AG7050' AG7050'BRONZE DISK STAMPED MENORAH-B AZ. 2 SET IN THE TOP OF A 12 INCH AG7050'DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT AG7050'IS ABOUT 36 FEET SOUTH OF THE CENTER OF 5TH AVENUE S PAVEMENT, AG7050'30 FEET WEST OF THE CENTER OF PAVEMENT OF 58TH STREET S AND 1.0 AG7050'WEST OF A CONCRETE LIGHT POLE. AG7050' AG7050'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG7050 AG7050 STATION RECOVERY (1977) AG7050 AG7050'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977 AG7050'IN ST PETERSBURG. AG7050'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY 19 SR 595 AG7050'59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN EASTERLY ON SR AG7050'595 FOR 0.10 MILE TO THE INTERSECTION OF 58TH ST. N. TURN RIGHT AND AG7050'RUN SOUTHERLY ON 58TH ST. N. FOR 1.10 MILES. STATION ON LEFT, 33.4 AG7050'FT. EAST OF THE CENTERLINE OF 58TH ST., 104.3 FT. W.S.W. OF THE S.W. AG7050'CORNER OF A TWO STORY BLOCK BUILDING BOCA CIEGA HIGH SCHOOL AG7050'AUDITORIUM, 88.0 FT. NORTH OF THE CENTERLINE OF THE SOUTH ASPHALT AG7050'DRIVE FOR BUSES, 2.7 FT. EAST OF THE BACK OF SIDEWALK. SET IN THE TOP AG7050'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. AG7050 AG7050 STATION RECOVERY (1993) AG7050 AG7050'RECOVERY NOTE BY US POWER SQUADRON 1993 (WLR) AG7050'RECOVERED IN GOOD CONDITION. AG7050 AG7050 STATION RECOVERY (2003) AG7050 AG7050'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG7050'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG7051 *********************************************************************** AG7051 DESIGNATION - MENORAH B AZ MK 1 AG7051 PID - AG7051 AG7051 STATE/COUNTY- FL/PINELLAS AG7051 USGS QUAD - ST PETERSBURG (1987) AG7051 AG7051 *CURRENT SURVEY CONTROL AG7051 ___________________________________________________________________ AG7051* NAD 83(1990)- 27 45 19.66606(N) 082 42 43.76363(W) ADJUSTED AG7051* NAVD 88 - 5.622 (meters) 18.44 (feet) ADJUSTED AG7051 ___________________________________________________________________ AG7051 LAPLACE CORR- -1.60 (seconds) DEFLEC99 AG7051 GEOID HEIGHT- -24.27 (meters) GEOID99 AG7051 DYNAMIC HT - 5.613 (meters) 18.42 (feet) COMP AG7051 MODELED GRAV- 979,174.3 (mgal) NAVD 88 AG7051 AG7051 HORZ ORDER - SECOND AG7051 VERT ORDER - SECOND CLASS II AG7051 AG7051.The horizontal coordinates were established by classical geodetic methods AG7051.and adjusted by the National Geodetic Survey in May 1991. AG7051 AG7051.The orthometric height was determined by differential leveling AG7051.and adjusted by the National Geodetic Survey in June 1991. AG7051 AG7051.The Laplace correction was computed from DEFLEC99 derived deflections. AG7051 AG7051.The geoid height was determined by GEOID99. AG7051 AG7051.The dynamic height is computed by dividing the NAVD 88 AG7051.geopotential number by the normal gravity value computed on the AG7051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7051.degrees latitude (g = 980.6199 gals.). AG7051 AG7051.The modeled gravity was interpolated from observed gravity values. AG7051 AG7051; North East Units Scale Converg. AG7051;SPC FL W - 379,314.772 129,796.554 MT 1.00000199 -0 19 54.0 AG7051;UTM 17 - 3,071,288.539 331,263.627 MT 0.99995144 -0 47 51.1 AG7051 AG7051: Primary Azimuth Mark Grid Az AG7051:SPC FL W - MENORAH H 179 04 39.3 AG7051:UTM 17 - MENORAH H 179 32 36.4 AG7051 AG7051|---------------------------------------------------------------------| AG7051| PID Reference Object Distance Geod. Az | AG7051| dddmmss.s | AG7051| AG0682 MENORAH H APPROX. 0.8 KM 1784445.3 | AG7051|---------------------------------------------------------------------| AG7051 AG7051 SUPERSEDED SURVEY CONTROL AG7051 AG7051 NAD 83(1986)- 27 45 19.67158(N) 082 42 43.77667(W) AD( ) 2 AG7051 NAD 27 - 27 45 18.57200(N) 082 42 44.41646(W) AD( ) 2 AG7051 NGVD 29 - 5.894 (m) 19.34 (f) ADJ UNCH 2 2 AG7051 AG7051.Superseded values are not recommended for survey control. AG7051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7051.See file dsdata.txt to determine how the superseded data were derived. AG7051 AG7051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3126471289(NAD 83) AG7051_MARKER: DD = SURVEY DISK AG7051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7051_STAMPING: MENORAH B AZ-1 AG7051_MARK LOGO: FL-103 AG7051_PROJECTION: FLUSH AG7051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7051+STABILITY: SURFACE MOTION AG7051 AG7051 HISTORY - Date Condition Report By AG7051 HISTORY - 1977 MONUMENTED FL-103 AG7051 HISTORY - 19930129 MARK NOT FOUND USPSQD AG7051 HISTORY - 20030105 MARK NOT FOUND USPSQD AG7051 AG7051 STATION DESCRIPTION AG7051 AG7051'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 AG7051'IN ST PETERSBURG. AG7051'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY 19 SR 595 AG7051'59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN EASTERLY ON SR AG7051'595 FOR 0.10 MILE TO THE INTERSECTION OF 58TH ST. N. TURN RIGHT AND AG7051'RUN SOUTHERLY ON 58TH ST. N. FOR 1.50 MILES TO THE INTERSECTION OF AG7051'15TH AVE. S. STATION ON RIGHT, S.W. CORNER, 24.8 FT. WEST OF THE AG7051'CENTERLINE OF 58TH ST., 24.8 FT. SOUTH OF THE CENTERLINE OF 15TH AG7051'AVE. S., 77.5 FT. N.W. OF THE N.W. CORNER OF A ONE STORY BUILDING AG7051'ROBERT D. EASTER, FUNERAL HOME, 7.5 FT. N.W. OF A POWER AND LIGHT AG7051'POLE NUMBER 3A-2252, 3.3 FT. SOUTH OF THE CENTERLINE OF A SANITARY AG7051'SEWER MANHOLE. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH AG7051'THE GROUND. AG7051 AG7051 STATION RECOVERY (1993) AG7051 AG7051'RECOVERY NOTE BY US POWER SQUADRON 1993 (WLR) AG7051'MARK NOT FOUND. AG7051 AG7051 STATION RECOVERY (2003) AG7051 AG7051'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG7051'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG7049 *********************************************************************** AG7049 DESIGNATION - MENORAH B AZ MK 2 AG7049 PID - AG7049 AG7049 STATE/COUNTY- FL/PINELLAS AG7049 USGS QUAD - ST PETERSBURG (1987) AG7049 AG7049 *CURRENT SURVEY CONTROL AG7049 ___________________________________________________________________ AG7049* NAD 83(1990)- 27 45 58.71171(N) 082 42 44.11075(W) ADJUSTED AG7049* NAVD 88 - 8.562 (meters) 28.09 (feet) ADJUSTED AG7049 ___________________________________________________________________ AG7049 LAPLACE CORR- -1.60 (seconds) DEFLEC99 AG7049 GEOID HEIGHT- -24.28 (meters) GEOID99 AG7049 DYNAMIC HT - 8.549 (meters) 28.05 (feet) COMP AG7049 MODELED GRAV- 979,175.3 (mgal) NAVD 88 AG7049 AG7049 HORZ ORDER - SECOND AG7049 VERT ORDER - SECOND CLASS II AG7049 AG7049.The horizontal coordinates were established by classical geodetic methods AG7049.and adjusted by the National Geodetic Survey in May 1991. AG7049 AG7049.The orthometric height was determined by differential leveling AG7049.and adjusted by the National Geodetic Survey in June 1991. AG7049 AG7049.The Laplace correction was computed from DEFLEC99 derived deflections. AG7049 AG7049.The geoid height was determined by GEOID99. AG7049 AG7049.The dynamic height is computed by dividing the NAVD 88 AG7049.geopotential number by the normal gravity value computed on the AG7049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7049.degrees latitude (g = 980.6199 gals.). AG7049 AG7049.The modeled gravity was interpolated from observed gravity values. AG7049 AG7049; North East Units Scale Converg. AG7049;SPC FL W - 380,516.717 129,794.008 MT 1.00000199 -0 19 54.6 AG7049;UTM 17 - 3,072,490.404 331,270.856 MT 0.99995141 -0 47 52.3 AG7049 AG7049 SUPERSEDED SURVEY CONTROL AG7049 AG7049 NAD 83(1986)- 27 45 58.71728(N) 082 42 44.12367(W) AD( ) 2 AG7049 NAD 27 - 27 45 57.61908(N) 082 42 44.76327(W) AD( ) 2 AG7049 NGVD 29 - 8.833 (m) 28.98 (f) ADJ UNCH 2 2 AG7049 AG7049.Superseded values are not recommended for survey control. AG7049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7049.See file dsdata.txt to determine how the superseded data were derived. AG7049 AG7049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3127172490(NAD 83) AG7049_MARKER: DD = SURVEY DISK AG7049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7049_STAMPING: MENORAH B AZ-2 AG7049_PROJECTION: RECESSED 5 CENTIMETERS AG7049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7049+STABILITY: SURFACE MOTION AG7049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7049+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2003 AG7049 AG7049 HISTORY - Date Condition Report By AG7049 HISTORY - 1973 MONUMENTED FL-103 AG7049 HISTORY - 1977 GOOD FL-103 AG7049 HISTORY - 19930129 GOOD USPSQD AG7049 HISTORY - 20030105 GOOD USPSQD AG7049 AG7049 STATION DESCRIPTION AG7049 AG7049'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 AG7049'SEE STATION MENORAH B. AG7049 AG7049 STATION RECOVERY (1977) AG7049 AG7049'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977 AG7049'IN ST PETERSBURG. AG7049'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR AG7049'595 59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN EASTERLY ON AG7049'SR 595 FOR 0.10 MILE TO THE INTERSECTION OF 58TH ST. N. TURN RIGHT AG7049'AND RUN SOUTHERLY ON 58TH ST. N. FOR 0.75 MILE TO THE INTERSECTION AG7049'OF 5TH AVE. S. STATION ON RIGHT S.W. CORNER, 29.3 FT. WEST OF THE AG7049'CENTERLINE OF 58TH ST., 35.1 FT. SOUTH OF THE CENTERLINE OF 5TH AVE. AG7049'S., 46.4 FT. N.N.E. OF THE N.E. CORNER OF A ONE STORY BLOCK HOUSE AG7049'5800 5TH AVE. S., 3.5 FT. WEST OF THE CONCRETE POWER AND LIGHT POLE AG7049'NO NUMBER, 4.1 FT. S.W. OF THE BACK OF CURB. SET IN THE TOP OF A AG7049'CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND AG7049 AG7049 STATION RECOVERY (1993) AG7049 AG7049'RECOVERY NOTE BY US POWER SQUADRON 1993 (WLR) AG7049'RECOVERED IN GOOD CONDITION. AG7049 AG7049 STATION RECOVERY (2003) AG7049 AG7049'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG7049'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG0680 *********************************************************************** AG0680 DESIGNATION - MENORAH F AG0680 PID - AG0680 AG0680 STATE/COUNTY- FL/PINELLAS AG0680 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0680 AG0680 *CURRENT SURVEY CONTROL AG0680 ___________________________________________________________________ AG0680* NAD 83(1990)- 27 44 58.11494(N) 082 42 58.16186(W) ADJUSTED AG0680* NAVD 88 - 2.851 (meters) 9.35 (feet) ADJUSTED AG0680 ___________________________________________________________________ AG0680 LAPLACE CORR- -1.58 (seconds) DEFLEC99 AG0680 GEOID HEIGHT- -24.26 (meters) GEOID99 AG0680 DYNAMIC HT - 2.847 (meters) 9.34 (feet) COMP AG0680 MODELED GRAV- 979,173.8 (mgal) NAVD 88 AG0680 AG0680 HORZ ORDER - SECOND AG0680 VERT ORDER - SECOND CLASS II AG0680 AG0680.The horizontal coordinates were established by classical geodetic methods AG0680.and adjusted by the National Geodetic Survey in May 1991. AG0680 AG0680.The orthometric height was determined by differential leveling AG0680.and adjusted by the National Geodetic Survey in June 1991. AG0680 AG0680.The Laplace correction was computed from DEFLEC99 derived deflections. AG0680 AG0680.The geoid height was determined by GEOID99. AG0680 AG0680.The dynamic height is computed by dividing the NAVD 88 AG0680.geopotential number by the normal gravity value computed on the AG0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0680.degrees latitude (g = 980.6199 gals.). AG0680 AG0680.The modeled gravity was interpolated from observed gravity values. AG0680 AG0680; North East Units Scale Converg. AG0680;SPC FL W - 378,653.682 129,398.414 MT 1.00000268 -0 20 00.5 AG0680;UTM 17 - 3,070,630.740 330,860.147 MT 0.99995313 -0 47 57.3 AG0680 AG0680: Primary Azimuth Mark Grid Az AG0680:SPC FL W - MENORAH E 336 02 33.3 AG0680:UTM 17 - MENORAH E 336 30 30.1 AG0680 AG0680|---------------------------------------------------------------------| AG0680| PID Reference Object Distance Geod. Az | AG0680| dddmmss.s | AG0680| AG0681 MENORAH G 211.772 METERS 13116 | AG0680| AG0679 MENORAH E APPROX. 0.5 KM 3354232.8 | AG0680|---------------------------------------------------------------------| AG0680 AG0680 SUPERSEDED SURVEY CONTROL AG0680 AG0680 NAD 83(1986)- 27 44 58.12045(N) 082 42 58.17496(W) AD( ) 2 AG0680 NAD 27 - 27 44 57.02007(N) 082 42 58.81440(W) AD( ) 2 AG0680 NGVD 29 - 3.124 (m) 10.25 (f) ADJ UNCH 2 2 AG0680 AG0680.Superseded values are not recommended for survey control. AG0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0680.See file dsdata.txt to determine how the superseded data were derived. AG0680 AG0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3086070631(NAD 83) AG0680_MARKER: DD = SURVEY DISK AG0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0680_STAMPING: MENORAH F AG0680_MARK LOGO: FL-103 AG0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0680+STABILITY: SURFACE MOTION AG0680 AG0680 HISTORY - Date Condition Report By AG0680 HISTORY - 1975 MONUMENTED FL-103 AG0680 HISTORY - 1976 GOOD FLDT AG0680 HISTORY - 1983 MARK NOT FOUND USPSQD AG0680 HISTORY - 19910322 MARK NOT FOUND USPSQD AG0680 HISTORY - 19930129 MARK NOT FOUND USPSQD AG0680 HISTORY - 20030105 MARK NOT FOUND USPSQD AG0680 AG0680 STATION DESCRIPTION AG0680 AG0680'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AG0680'THE STATION IS LOCATED IN THE CITY OF GULFPORT, .25 MILE NORTHEAST AG0680'OF BOCA CIEGA BAY, ON THE SOUTH SIDE OF GULFPORT BOULEVARD SOUTH, AG0680'IN SECTION 29, TOWNSHIP 31 SOUTH, RANGE 16 EAST. AG0680' AG0680'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 (34 STREET) AND AG0680'CENTRAL AVENUE IN ST. PETERSBURG, GO WEST ON CENTRAL AVENUE FOR AG0680'2.25 MILES TO THE INTERSECTION OF 60 STREET NORTH. TURN LEFT AND AG0680'GO SOUTH ON 60 STREET SOUTH FOR 2.4 MILES TO THE INTERSECTION AG0680'OF GULFPORT BOULEVARD SOUTH. STATION IS ON SOUTH SIDE OF THE AG0680'INTERSECTION AS DESCRIBED. AG0680' AG0680'BRONZE DISK STAMPED MENORAH F SET IN TOP OF A 12 INCH DIAMETER AG0680'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0680' AG0680'IT IS 30.5 FEET SOUTH OF CENTER OF GULFPORT BOULEVARD, 30.0 FEET AG0680'WEST OF A POWER AND LIGHT POLE NUMBER 21A 2636, 16.6 FEET EAST OF AG0680'AN 18 INCH PINE TREE, 9.0 FEET NORTH OF A 4 FOOT HIGH CHAIN LINK AG0680'FENCE. AG0680' AG0680'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0680 AG0680 STATION RECOVERY (1976) AG0680 AG0680'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0680'AT GULFPORT. AG0680'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET AG0680'SOUTH) AND PINELLAS BAYWAY (54TH AVE. S./A19A), RUN NORTHERLY ON AG0680'U.S. 19 FOR 2.1 MILE TO THE INTERSECTION OF 22ND AVENUE S., TURN AG0680'LEFT ON 22ND AVE. S. AND RUN WESTERLY FOR 1.3 MILE TO THE AG0680'INTERSECTION OF 49TH STREET SOUTH, CONTINUE WESTERLY AND AG0680'NORTHWESTERLY ON GULFPORT BLVD. S. FOR 1.1 MILE. STATION ON LEFT, AG0680'30.2 FT. SW OF THE CENTERLINE OF GULFPORT BLVD. SOUTH, 21.6 FT. AG0680'WEST OF THE EXTENDED CENTERLINE OF 60TH STREET SOUTH, 30.5 FT. AG0680'NW OF A POWER LIGHT POLE, NUMBER 3A-2636, 18.7 FT. SE OF A 24 INCH AG0680'PINE TREE, 16.8 FT. WEST OF THE BACK OF CURB. SET IN TOP OF A AG0680'CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 29, T 31S, AG0680'R 16E AG0680 AG0680 STATION RECOVERY (1983) AG0680 AG0680'RECOVERY NOTE BY US POWER SQUADRON 1983 (PC) AG0680'BLIND MENORAH F MARKER LOST - EXTENSIVE ROAD IMPROVEMENT WORK HAS AG0680'PROBABLY COVERED THE MARKER -- LOCATION REFERENCE POINTS ARE AG0680'CHANGED - NEW POWER POLE IN VICINITY - OLD POLES ARE GONE. AG0680 AG0680 STATION RECOVERY (1991) AG0680 AG0680'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG0680'MARK NOT FOUND. AG0680 AG0680 STATION RECOVERY (1993) AG0680 AG0680'RECOVERY NOTE BY US POWER SQUADRON 1993 (WLR) AG0680'MARK NOT FOUND. AG0680 AG0680 STATION RECOVERY (2003) AG0680 AG0680'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG0680'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG0681 *********************************************************************** AG0681 DESIGNATION - MENORAH G AG0681 PID - AG0681 AG0681 STATE/COUNTY- FL/PINELLAS AG0681 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0681 AG0681 *CURRENT SURVEY CONTROL AG0681 ___________________________________________________________________ AG0681* NAD 83(1990)- 27 44 53.57782(N) 082 42 52.34895(W) ADJUSTED AG0681* NAVD 88 - 3.681 (meters) 12.08 (feet) ADJUSTED AG0681 ___________________________________________________________________ AG0681 LAPLACE CORR- -1.59 (seconds) DEFLEC99 AG0681 GEOID HEIGHT- -24.26 (meters) GEOID99 AG0681 DYNAMIC HT - 3.676 (meters) 12.06 (feet) COMP AG0681 MODELED GRAV- 979,173.7 (mgal) NAVD 88 AG0681 AG0681 HORZ ORDER - SECOND AG0681 VERT ORDER - SECOND CLASS II AG0681 AG0681.The horizontal coordinates were established by classical geodetic methods AG0681.and adjusted by the National Geodetic Survey in May 1991. AG0681 AG0681.The orthometric height was determined by differential leveling AG0681.and adjusted by the National Geodetic Survey in June 1991. AG0681 AG0681.The Laplace correction was computed from DEFLEC99 derived deflections. AG0681 AG0681.The geoid height was determined by GEOID99. AG0681 AG0681.The dynamic height is computed by dividing the NAVD 88 AG0681.geopotential number by the normal gravity value computed on the AG0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0681.degrees latitude (g = 980.6199 gals.). AG0681 AG0681.The modeled gravity was interpolated from observed gravity values. AG0681 AG0681; North East Units Scale Converg. AG0681;SPC FL W - 378,513.097 129,556.792 MT 1.00000240 -0 19 57.7 AG0681;UTM 17 - 3,070,488.879 331,017.368 MT 0.99995247 -0 47 54.4 AG0681 AG0681 SUPERSEDED SURVEY CONTROL AG0681 AG0681 NAD 83(1986)- 27 44 53.58331(N) 082 42 52.36206(W) AD( ) 2 AG0681 NAD 27 - 27 44 52.48275(N) 082 42 53.00169(W) AD( ) 2 AG0681 NGVD 29 - 3.954 (m) 12.97 (f) ADJ UNCH 2 2 AG0681 AG0681.Superseded values are not recommended for survey control. AG0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0681.See file dsdata.txt to determine how the superseded data were derived. AG0681 AG0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3101770489(NAD 83) AG0681_MARKER: DD = SURVEY DISK AG0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0681_STAMPING: MENORAH G AG0681_MARK LOGO: FL-103 AG0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0681+STABILITY: SURFACE MOTION AG0681 AG0681 HISTORY - Date Condition Report By AG0681 HISTORY - 1978 MONUMENTED FL-103 AG0681 HISTORY - 1976 GOOD FLDT AG0681 HISTORY - 1983 GOOD USPSQD AG0681 HISTORY - 20030105 MARK NOT FOUND USPSQD AG0681 AG0681 STATION DESCRIPTION AG0681 AG0681'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978 (DF) AG0681'THE STATION IS LOCATED IN THE WESTERN PORTION OF THE CITY OF AG0681'GULFPORT, .25 MILE NORTH OF BOCA CIEGA BAY, IN SECTION 29, AG0681'TOWNSHIP 31 SOUTH, RANGE 16 EAST. AG0681' AG0681'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 (34 STREET) AND AG0681'22ND AVENUE SOUTH (ALSO KNOWN AS LAKEVIEW AVENUE AND GULFPORT AG0681'BOULEVARD SOUTH), GO WEST ON 22ND AVENUE SOUTH FOR 2.15 MILES AG0681'TO THE INTERSECTION OF HORAN WAY ON THE LEFT. STATION IS IN AG0681'THE NORTHEAST CORNER OF THE INTERSECTION AS DESCRIBED. AG0681' AG0681'BRONZE DISK STAMPED MENORAH G SET IN TOP OF A 12 INCH DIAMETER AG0681'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0681' AG0681'IT IS 49.6 FEET NORTHWEST OF A 15 IN PINE TREE, 29.5 FEET SOUTH AG0681'OF CENTER OF GULFPORT BOULEVARD SOUTH, 14.8 FEET NORTHEAST OF AG0681'A 12 IN PALM TREE, 3.6 FEET SOUTHWEST OF A STRONGBACK POLE NUMBER AG0681'1A-27379R. AG0681' AG0681'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0681 AG0681 STATION RECOVERY (1976) AG0681 AG0681'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0681'AT GULFPORT. AG0681'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH AG0681'STREET SOUTH) AND PINELLAS BAYWAY (54TH AVE. S./A19A), RUN AG0681'NORTHERLY ON U.S. 19 FOR 2.1 MILE TO THE INTERSECTION OF 22ND AG0681'AVENUE S., TURN LEFT ON 22ND AVE. S. AND RUN WESTERLY FOR 2.25 AG0681'MILE TO THE T JUNCTION OF HORAN WAY S., 29.4 FT. S/SW OF THE AG0681'CENTERLINE OF 22ND AVE. S. (GULFPORT BLVD.), 69.0 FT. E/SE OF AG0681'THE CENTERLINE OF HORAN WAY S., 15.5 FT. S/SW OF THE SOUTH EDGE AG0681'OF PAVEMENT, 51.5 FT. NORTH OF A 15 INCH PINE TREE, 4.0 FT. SW AG0681'OF A GUY POLE, NUMBER 1A-27379-R. SET IN TOP OF A CONCRETE AG0681'POST THAT IS ONE INCH BELOW THE GROUND. SECTION 32, T31S, R16E. AG0681 AG0681 STATION RECOVERY (1983) AG0681 AG0681'RECOVERY NOTE BY US POWER SQUADRON 1983 (WRE) AG0681'MENORAH G MARKER IN GOOD CONDITION. ALL LOCAL REFERENCE STATIONS AG0681'ARE VALID EXCEPT NEW POWER POLE IS IN PLACE NO. 123627 (5920). AG0681 AG0681 STATION RECOVERY (2003) AG0681 AG0681'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG0681'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG2229 *********************************************************************** AG2229 DESIGNATION - PASADENA PRESB CH SPIRE AG2229 PID - AG2229 AG2229 STATE/COUNTY- FL/PINELLAS AG2229 USGS QUAD - ST PETERSBURG (1987) AG2229 AG2229 *CURRENT SURVEY CONTROL AG2229 ___________________________________________________________________ AG2229* NAD 83(1990)- 27 46 20.01513(N) 082 43 52.43632(W) ADJUSTED AG2229* NAVD 88 - AG2229 ___________________________________________________________________ AG2229 LAPLACE CORR- -1.56 (seconds) DEFLEC99 AG2229 GEOID HEIGHT- -24.26 (meters) GEOID99 AG2229 AG2229 HORZ ORDER - THIRD AG2229 AG2229.The horizontal coordinates were established by classical geodetic methods AG2229.and adjusted by the National Geodetic Survey in May 1991. AG2229 AG2229 AG2229.The Laplace correction was computed from DEFLEC99 derived deflections. AG2229 AG2229.The geoid height was determined by GEOID99. AG2229 AG2229; North East Units Scale Converg. AG2229;SPC FL W - 381,183.453 127,927.079 MT 1.00000527 -0 20 26.7 AG2229;UTM 17 - 3,073,172.272 329,409.502 MT 0.99995921 -0 48 24.8 AG2229 AG2229 SUPERSEDED SURVEY CONTROL AG2229 AG2229 NAD 83(1986)- 27 46 20.02082(N) 082 43 52.44915(W) AD( ) 4 AG2229 NAD 27 - 27 46 18.92307(N) 082 43 53.08695(W) AD( ) 3 AG2229 AG2229.Superseded values are not recommended for survey control. AG2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2229.See file dsdata.txt to determine how the superseded data were derived. AG2229 AG2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2941073172(NAD 83) AG2229_MARKER: 90 = CHURCH SPIRE AG2229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG2229+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2003 AG2229 AG2229 HISTORY - Date Condition Report By AG2229 HISTORY - 1972 FIRST OBSERVED NGS AG2229 HISTORY - 19980129 POOR USPSQD AG2229 HISTORY - 20030105 GOOD USPSQD AG2229 AG2229 STATION DESCRIPTION AG2229 AG2229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL) AG2229'THE STATION IS THE BASE OF CROSS ATOP A SPIRE OF THE PRESBYTERIAN AG2229'CHURCH OF PASADENA. THE SPIRE IS CONSTRUCTED OF THREE LEGS AG2229'THAT MEET AT THE TOP TO FORM THE SPIRE, WHITE IN COLOR, AG2229'APPROXIMATELY 80 FEET HIGH AND SITS IN THE MIDDLE, ON HIGHEST AG2229'POINT OF CHURCH ROOF. AG2229' AG2229'LOCATED IN PASADENA, IN THE SOUTHWEST ANGLE OF THE INTERSECTION AG2229'OF PASADENA AVENUE AND 1ST AVENUE N. AG2229 AG2229 STATION RECOVERY (1998) AG2229 AG2229'RECOVERY NOTE BY US POWER SQUADRON 1998 AG2229'MARK RECOVERED IN POOR CONDITION. AG2229 AG2229 STATION RECOVERY (2003) AG2229 AG2229'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG2229'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG0773 *********************************************************************** AG0773 DESIGNATION - PET B AG0773 PID - AG0773 AG0773 STATE/COUNTY- FL/PINELLAS AG0773 USGS QUAD - ST PETERSBURG (1987) AG0773 AG0773 *CURRENT SURVEY CONTROL AG0773 ___________________________________________________________________ AG0773* NAD 83(1990)- 27 47 30.67054(N) 082 40 02.03231(W) ADJUSTED AG0773* NAVD 88 - 14.896 (meters) 48.87 (feet) ADJUSTED AG0773 ___________________________________________________________________ AG0773 LAPLACE CORR- -1.86 (seconds) DEFLEC99 AG0773 GEOID HEIGHT- -24.38 (meters) GEOID99 AG0773 DYNAMIC HT - 14.874 (meters) 48.80 (feet) COMP AG0773 MODELED GRAV- 979,176.5 (mgal) NAVD 88 AG0773 AG0773 HORZ ORDER - SECOND AG0773 VERT ORDER - SECOND CLASS II AG0773 AG0773.The horizontal coordinates were established by classical geodetic methods AG0773.and adjusted by the National Geodetic Survey in May 1991. AG0773 AG0773.The orthometric height was determined by differential leveling AG0773.and adjusted by the National Geodetic Survey in June 1991. AG0773 AG0773.The Laplace correction was computed from DEFLEC99 derived deflections. AG0773 AG0773.The geoid height was determined by GEOID99. AG0773 AG0773.The dynamic height is computed by dividing the NAVD 88 AG0773.geopotential number by the normal gravity value computed on the AG0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0773.degrees latitude (g = 980.6199 gals.). AG0773 AG0773.The modeled gravity was interpolated from observed gravity values. AG0773 AG0773; North East Units Scale Converg. AG0773;SPC FL W - 383,322.464 134,247.238 MT 0.99999452 -0 18 40.0 AG0773;UTM 17 - 3,075,259.666 335,746.519 MT 0.99993301 -0 46 39.1 AG0773 AG0773: Primary Azimuth Mark Grid Az AG0773:SPC FL W - PET 359 19 28.5 AG0773:UTM 17 - PET 359 47 27.6 AG0773 AG0773|---------------------------------------------------------------------| AG0773| PID Reference Object Distance Geod. Az | AG0773| dddmmss.s | AG0773| AG2254 PET B PT A 6.712 METERS 12427 | AG0773| AG2179 ST PETERSBURG 9TH AVE MUN TANK APPROX. 1.5 KM 1442838.5 | AG0773| AG7121 PET APPROX. 0.7 KM 3590048.5 | AG0773|---------------------------------------------------------------------| AG0773 AG0773 SUPERSEDED SURVEY CONTROL AG0773 AG0773 NAD 83(1986)- 27 47 30.67586(N) 082 40 02.04483(W) AD( ) 2 AG0773 NAD 27 - 27 47 29.58077(N) 082 40 02.68839(W) AD( ) 2 AG0773 NGVD 29 - 15.162 (m) 49.74 (f) ADJ UNCH 2 2 AG0773 AG0773.Superseded values are not recommended for survey control. AG0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0773.See file dsdata.txt to determine how the superseded data were derived. AG0773 AG0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3574775260(NAD 83) AG0773_MARKER: DD = SURVEY DISK AG0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0773_STAMPING: PET B AG0773_MARK LOGO: FL-103 AG0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0773+STABILITY: SURFACE MOTION AG0773 AG0773 HISTORY - Date Condition Report By AG0773 HISTORY - 1973 MONUMENTED FL-103 AG0773 HISTORY - 1976 GOOD NGS AG0773 HISTORY - 20021219 MARK NOT FOUND USPSQD AG0773 AG0773 STATION DESCRIPTION AG0773 AG0773'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG0773'LOCATED IN THE HEART OF ST. PETERSBURG AT 22ND AVENUE N, JUST AG0773'WEST OF THE SEABOARD COASTLINE RAILROAD. AG0773' AG0773'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND CENTRAL AG0773'AVENUE IN ST. PETERSBURG, GO NORTH ON U.S. HIGHWAY 19 (34TH AG0773'STREET N) FOR 1.45 MILES TO 22ND AVENUE N. TURN RIGHT AND GO AG0773'EAST ON 22ND AVENUE N FOR 0.75 MILES TO 25TH STREET N. AND AG0773'STATION ON RIGHT AS DESCRIBED. AG0773' AG0773'BRONZE DISK STAMPED PET-B SET IN THE TOP OF A 12 INCH DIAMETER AG0773'ROUND CONCRETE MONUMENT THAT IS 2 INCHES ABOVE THE GROUND. THE AG0773'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 AG0773'INCHES BELOW THE GROUND SURFACE. IT IS ABOUT 32 FEET WEST OF AG0773'A FIRE HYDRANT, 31 FEET SOUTH OF THE CENTER OF PAVEMENT OF AG0773'22ND AVENUE N, 21 FEET EAST OF POWER POLE NUMBER X-749, AND 15 AG0773'FEET NORTH OF THE NORTH RAIL OF A SWITCHING TRACK. AG0773' AG0773'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0773 AG0773 STATION RECOVERY (1976) AG0773 AG0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0773'IN ST PETERSBURG. AG0773'TO REACH THE STATION FROM THE INTERSECTION OF 4TH ST. (S.R. 687, U.S. AG0773'HWY. 92) AND S.R. 595 (5TH AVE. N.). RUN NORTHERLY ON 4TH ST. N. FOR AG0773'1.05 MILES TO THE INTERSECTION OF 22ND AVE. N. TURN LEFT AND RUN AG0773'WESTERLY ON 22ND AVE. N. FOR 1.85 MILES TO THE INTERSECTION OF 25TH AG0773'ST. STATION ON LEFT, 31.6 FT. SOUTH OF THE CENTERLINE OF 22ND AVE. AG0773'N., AT THE CENTERLINE OF 25TH ST. N., 19.0 FT. NORTH OF THE NORTH RAIL AG0773'OF RAILROAD TRACKS. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH AG0773'WITH THE ASPHALT PAVEMENT OF 25TH ST. SECTION 14, T 31, R 16. AG0773 AG0773 STATION RECOVERY (2002) AG0773 AG0773'RECOVERY NOTE BY US POWER SQUADRON 2002 (KNB) AG0773'THIS LOCATION HAS BEEN COMPLETELY REVAMPED. THE AVENUE HAS BEEN AG0773'WIDENED. A WAAS GPS WAS USED TO NO AVAIL. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG0778 *********************************************************************** AG0778 DESIGNATION - PET F AG0778 PID - AG0778 AG0778 STATE/COUNTY- FL/PINELLAS AG0778 USGS QUAD - ST PETERSBURG (1987) AG0778 AG0778 *CURRENT SURVEY CONTROL AG0778 ___________________________________________________________________ AG0778* NAD 83(1990)- 27 47 04.78805(N) 082 40 45.35028(W) ADJUSTED AG0778* NAVD 88 - 14.990 (meters) 49.18 (feet) ADJUSTED AG0778 ___________________________________________________________________ AG0778 LAPLACE CORR- -1.80 (seconds) DEFLEC99 AG0778 GEOID HEIGHT- -24.35 (meters) GEOID99 AG0778 DYNAMIC HT - 14.968 (meters) 49.11 (feet) COMP AG0778 MODELED GRAV- 979,176.2 (mgal) NAVD 88 AG0778 AG0778 HORZ ORDER - SECOND AG0778 VERT ORDER - SECOND CLASS II AG0778 AG0778.The horizontal coordinates were established by classical geodetic methods AG0778.and adjusted by the National Geodetic Survey in May 1991. AG0778 AG0778.The orthometric height was determined by differential leveling AG0778.and adjusted by the National Geodetic Survey in June 1991. AG0778 AG0778.The Laplace correction was computed from DEFLEC99 derived deflections. AG0778 AG0778.The geoid height was determined by GEOID99. AG0778 AG0778.The dynamic height is computed by dividing the NAVD 88 AG0778.geopotential number by the normal gravity value computed on the AG0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0778.degrees latitude (g = 980.6199 gals.). AG0778 AG0778.The modeled gravity was interpolated from observed gravity values. AG0778 AG0778; North East Units Scale Converg. AG0778;SPC FL W - 382,532.255 133,057.025 MT 0.99999647 -0 18 59.9 AG0778;UTM 17 - 3,074,479.218 334,549.985 MT 0.99993788 -0 46 58.7 AG0778 AG0778: Primary Azimuth Mark Grid Az AG0778:SPC FL W - PET E 357 31 21.4 AG0778:UTM 17 - PET E 357 59 20.2 AG0778 AG0778|---------------------------------------------------------------------| AG0778| PID Reference Object Distance Geod. Az | AG0778| dddmmss.s | AG0778| AG0776 PET E APPROX. 0.8 KM 3571221.5 | AG0778|---------------------------------------------------------------------| AG0778 AG0778 SUPERSEDED SURVEY CONTROL AG0778 AG0778 NAD 83(1986)- 27 47 04.79342(N) 082 40 45.36286(W) AD( ) 2 AG0778 NAD 27 - 27 47 03.69739(N) 082 40 46.00521(W) AD( ) 2 AG0778 NGVD 29 - 15.258 (m) 50.06 (f) ADJ UNCH 2 2 AG0778 AG0778.Superseded values are not recommended for survey control. AG0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0778.See file dsdata.txt to determine how the superseded data were derived. AG0778 AG0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3455074479(NAD 83) AG0778_MARKER: DD = SURVEY DISK AG0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0778_STAMPING: PET F AG0778_MARK LOGO: FL-103 AG0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0778+STABILITY: SURFACE MOTION AG0778 AG0778 HISTORY - Date Condition Report By AG0778 HISTORY - 1976 MONUMENTED FL-103 AG0778 HISTORY - 1976 GOOD FLDT AG0778 HISTORY - 1983 GOOD USPSQD AG0778 HISTORY - 19930129 GOOD USPSQD AG0778 HISTORY - 20021216 MARK NOT FOUND USPSQD AG0778 AG0778 STATION DESCRIPTION AG0778 AG0778'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0778'THE STATION IS LOCATED IN THE NORTH CENTRAL PORTION OF THE CITY AG0778'OF ST. PETERSBURG, ON THE EAST SIDE OF U.S. HIGHWAY 19, IN SECTION AG0778'14, TOWNSHIP 31 SOUTH, RANGE 16 EAST. AG0778' AG0778'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 (34TH STREET N.) AND AG0778'STATE ROUTE 595 (5TH AVENUE N.) IN ST. PETERSBURG, GO NORTH AG0778'ALONG U.S. HIGHWAY 19 FOR .50 MILE TO THE INTERSECTION OF 13TH AG0778'AVENUE N. STATION IS IN THE NORTH EAST CORNER OF THE INTERSECTION AG0778'AS DESCRIBED. AG0778' AG0778'BRONZE DISK STAMPED PET F SET IN TOP OF A 12 INCH DIAMETER ROUND AG0778'CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0778' AG0778'IT IS 31.5 FEET EAST OF CENTER OF THE NORTHBOUND LANES OF AG0778'U.S. HIGHWAY 19, 31.5 FEET NORTH OF CENTER OF 13TH AVENUE N., AG0778'12.7 FEET NORTHEAST OF A CONCRETE TRAFFIC LIGHT POLE, 7.6 FEET AG0778'SOUTHWEST OF SOUTHWEST CORNER OF A 6 FOOT HIGH CHAIN LINK FENCE, AG0778'7.5 FEET NORTHWEST OF A 24 INCH PALM TREE. AG0778' AG0778'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0778 AG0778 STATION RECOVERY (1976) AG0778 AG0778'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AG0778'AT ST PETERSBURG. AG0778'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND PARK AG0778'BLVD. (SR 694, 74 AVE). RUN SOUTHERLY ON U.S. HWY. 19 FOR 4.05 AG0778'MILES TO 13 AVENUE N. STATION ON LEFT, IN THE N.E. CORNER, AG0778'59.5 FT. EAST OF THE CENTERLINE OF U.S. HWY. 19, 36.5 FT. NORTH AG0778'OF THE CENTERLINE OF 13 AVE. N., 20.0 FT. W.N.W. OF A FIRE AG0778'HYDRANT, 13.5 FT. EAST OF A SIGNAL LIGHT AND LIGHT POLE (NO AG0778'NUMBER), 8.4 FT. N.W. OF A 15 INCH PALM TREE, 7.3 FT. EAST OF AG0778'THE BACK OF SIDEWALK. SET IN THE TOP OF A CONCRETE POST THAT AG0778'IS FLUSH WITH THE GROUND. SECTION 14, T 31, R 16. AG0778 AG0778 STATION RECOVERY (1983) AG0778 AG0778'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0778'24 IN PALM TREE IS GONE- ALL OTHER LOCATION REFERNCE POINTS ARE AG0778'VALID. AG0778 AG0778 STATION RECOVERY (1993) AG0778 AG0778'RECOVERY NOTE BY US POWER SQUADRON 1993 (WLR) AG0778'RECOVERED IN GOOD CONDITION. AG0778 AG0778 STATION RECOVERY (2002) AG0778 AG0778'RECOVERY NOTE BY US POWER SQUADRON 2002 (RLS) AG0778'THERE IS A NEW SIDEWALK AT THE LOCATION DEFINED BY THE OFFSETS. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG0783 *********************************************************************** AG0783 DESIGNATION - PET L AG0783 PID - AG0783 AG0783 STATE/COUNTY- FL/PINELLAS AG0783 USGS QUAD - ST PETERSBURG (1987) AG0783 AG0783 *CURRENT SURVEY CONTROL AG0783 ___________________________________________________________________ AG0783* NAD 83(1990)- 27 47 30.57692(N) 082 40 17.58166(W) ADJUSTED AG0783* NAVD 88 - 14.770 (meters) 48.46 (feet) ADJUSTED AG0783 ___________________________________________________________________ AG0783 LAPLACE CORR- -1.84 (seconds) DEFLEC99 AG0783 GEOID HEIGHT- -24.37 (meters) GEOID99 AG0783 DYNAMIC HT - 14.748 (meters) 48.39 (feet) COMP AG0783 MODELED GRAV- 979,176.5 (mgal) NAVD 88 AG0783 AG0783 HORZ ORDER - SECOND AG0783 VERT ORDER - SECOND CLASS II AG0783 AG0783.The horizontal coordinates were established by classical geodetic methods AG0783.and adjusted by the National Geodetic Survey in May 1991. AG0783 AG0783.The orthometric height was determined by differential leveling AG0783.and adjusted by the National Geodetic Survey in June 1991. AG0783 AG0783.The Laplace correction was computed from DEFLEC99 derived deflections. AG0783 AG0783.The geoid height was determined by GEOID99. AG0783 AG0783.The dynamic height is computed by dividing the NAVD 88 AG0783.geopotential number by the normal gravity value computed on the AG0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0783.degrees latitude (g = 980.6199 gals.). AG0783 AG0783.The modeled gravity was interpolated from observed gravity values. AG0783 AG0783; North East Units Scale Converg. AG0783;SPC FL W - 383,321.901 133,821.566 MT 0.99999521 -0 18 47.3 AG0783;UTM 17 - 3,075,262.568 335,320.883 MT 0.99993474 -0 46 46.4 AG0783 AG0783 SUPERSEDED SURVEY CONTROL AG0783 AG0783 NAD 83(1986)- 27 47 30.58228(N) 082 40 17.59419(W) AD( ) 2 AG0783 NAD 27 - 27 47 29.48722(N) 082 40 18.23731(W) AD( ) 2 AG0783 NGVD 29 - 15.036 (m) 49.33 (f) ADJ UNCH 2 2 AG0783 AG0783.Superseded values are not recommended for survey control. AG0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0783.See file dsdata.txt to determine how the superseded data were derived. AG0783 AG0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3532175263(NAD 83) AG0783_MARKER: DD = SURVEY DISK AG0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0783_STAMPING: PET L AG0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0783+STABILITY: SURFACE MOTION AG0783 AG0783 HISTORY - Date Condition Report By AG0783 HISTORY - 1976 MONUMENTED FL-103 AG0783 HISTORY - 1976 GOOD NGS AG0783 HISTORY - 20021219 MARK NOT FOUND USPSQD AG0783 AG0783 STATION DESCRIPTION AG0783 AG0783'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0783'THE STATION IS LOCATED IN THE CENTRAL PORTION OF THE CITY OF AG0783'ST. PETERSBURG, IN SECTION 11, TOWNSHIP 31 SOUTH, RANGE 16 EAST. AG0783' AG0783'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 (34TH STREET NORTH) AG0783'AND STATE ROUTE 595 (5TH AVENUE NORTH) IN ST. PETERSBURG, GO NORTH AG0783'ON U.S. HIGHWAY 19 FOR 1.0 MILE TO THE INTERSECTION OF 22ND AVENUE AG0783'NORTH. TURN RIGHT AND GO EAST ON 22ND AVENUE NORTH FOR .55 MILE AG0783'TO THE INTERSECTION OF 28TH STREET NORTH. STATION IS IN THE AG0783'SOUTHWEST CORNER OF THE INTERSECTION AS DESCRIBED. AG0783' AG0783'BRONZE DISK STAMPED PET L SET IN TOP OF A 12-INCH DIAMETER AG0783'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0783' AG0783'IT IS 74.0 FEET WEST OF CENTER OF 28TH STREET NORTH, 32.0 FEET AG0783'SOUTH OF CENTER OF 22ND AVENUE NORTH, 24.0 FEET NORTHWEST OF THE AG0783'NORTHEAST CORNER OF A CONCRETE BLOCK WAREHOUSE, AND 4.5 FEET AG0783'SOUTHWEST OF A POWER POLE NUMBER 1A-5239. AG0783' AG0783'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0783 AG0783 STATION RECOVERY (1976) AG0783 AG0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0783'IN ST PETERSBURG. AG0783'TO REACH THE STATION FROM THE INTERSECTION OF 4TH STREET (S.R. 687, AG0783'U.S. HWY. 92) AND S.R. 595 (5TH AVE. NORTH). RUN NORTHERLY ON 4TH ST. AG0783'FOR 1.05 MILE TO THE INTERSECTION OF 22ND AVE. N. TURN LEFT AND RUN AG0783'WESTERLY ON 22ND AVE. N. FOR 2.10 MILES TO THE INTERSECTION OF 28TH AG0783'ST. N. STATION ON LEFT, IN THE S.W. CORNER, 35.6 FT. SOUTH OF THE AG0783'CENTERLINE OF 22ND AVE. N., 76.1 FT. WEST OF THE CENTERLINE OF 28TH AG0783'ST. N. 23.5 FT. N.W. OF THE N.E. CORNER OF 2 STORY BRICK BUILDING AG0783'(2860 28TH ST. N 5.0 FT. W.S.W. OF POWER LIGHT POLE (NUMBER 1A-52391) AG0783'4.0 FT. SOUTH OF THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST AG0783'THAT IS FLUSH WITH THE GROUND. SECTION 14, T 31, R 16. AG0783 AG0783 STATION RECOVERY (2002) AG0783 AG0783'RECOVERY NOTE BY US POWER SQUADRON 2002 (KNB) AG0783'ALTHOUGH THE DESCRIPTION OF THE LOCATION CHECKS WITH WAAS GPS READING, AG0783'THE AREA HAS BEEN REVAMPED AND IS NOW COVERED WITH ASPHALT. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG0786 *********************************************************************** AG0786 DESIGNATION - PET R AG0786 PID - AG0786 AG0786 STATE/COUNTY- FL/PINELLAS AG0786 USGS QUAD - ST PETERSBURG (1987) AG0786 AG0786 *CURRENT SURVEY CONTROL AG0786 ___________________________________________________________________ AG0786* NAD 83(1986)- 27 47 31. (N) 082 39 17. (W) SCALED AG0786* NAVD 88 - 14.452 (meters) 47.41 (feet) ADJUSTED AG0786 ___________________________________________________________________ AG0786 GEOID HEIGHT- -24.40 (meters) GEOID99 AG0786 DYNAMIC HT - 14.431 (meters) 47.35 (feet) COMP AG0786 MODELED GRAV- 979,176.2 (mgal) NAVD 88 AG0786 AG0786 VERT ORDER - SECOND CLASS II AG0786 AG0786.The horizontal coordinates were scaled from a topographic map and have AG0786.an estimated accuracy of +/- 6 seconds. AG0786 AG0786.The orthometric height was determined by differential leveling AG0786.and adjusted by the National Geodetic Survey in June 1991. AG0786 AG0786.The geoid height was determined by GEOID99. AG0786 AG0786.The dynamic height is computed by dividing the NAVD 88 AG0786.geopotential number by the normal gravity value computed on the AG0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0786.degrees latitude (g = 980.6199 gals.). AG0786 AG0786.The modeled gravity was interpolated from observed gravity values. AG0786 AG0786; North East Units Estimated Accuracy AG0786;SPC FL W - 383,330. 135,480. MT (+/- 180 meters Scaled) AG0786 AG0786 SUPERSEDED SURVEY CONTROL AG0786 AG0786 NGVD 29 - 14.717 (m) 48.28 (f) ADJ UNCH 2 2 AG0786 AG0786.Superseded values are not recommended for survey control. AG0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0786.See file dsdata.txt to determine how the superseded data were derived. AG0786 AG0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL369752(NAD 83) AG0786_MARKER: DD = SURVEY DISK AG0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0786_STAMPING: PET R AG0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0786+STABILITY: SURFACE MOTION AG0786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0786+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2002 AG0786 AG0786 HISTORY - Date Condition Report By AG0786 HISTORY - UNK MONUMENTED FL-103 AG0786 HISTORY - 1976 GOOD NGS AG0786 HISTORY - 20021219 GOOD USPSQD AG0786 AG0786 STATION DESCRIPTION AG0786 AG0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0786'IN ST PETERSBURG. AG0786'TO REACH THE STATION FROM THE INTERSECTION OF 4TH ST. (S.R. 687, U.S. AG0786'HWY. 92) AND S.R. 595 (5TH AVE. NORTH). RUN NORTHERLY ON 4TH ST. FOR AG0786'1.05 MILE TO THE INTERSECTION OF 22ND AVE. N. TURN LEFT AND RUN AG0786'WESTERLY ON 22ND AVE. FOR 1.05 MILES TO THE INTERSECTION OF 16 ST. N. AG0786'STATION ON LEFT, IN THE S.W. CORNER, 33.7 FT. SOUTH OF THE CENTERLINE AG0786'OF 22ND AVE. N., 48.8 FT. WEST OF THE CENTERLINE OF 16 ST. NO., 34.5 AG0786'FT. N.E. OF THE N.E. CORNER 1 STORY BRICK BUILDING (ROYAL CASTLE) 15.9 AG0786'FT. N.W. OF SIGNAL LIGHT POLE, (1-76536), 2.1 FT. WEST OF BACK OF AG0786'SIDEWALK, 0.6 FT. SOUTH OF THE BACK OF SIDEWALK. SET IN THE TOP OF A AG0786'CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 13, T 31, R 16. AG0786 AG0786 STATION RECOVERY (2002) AG0786 AG0786'RECOVERY NOTE BY US POWER SQUADRON 2002 (KNB) AG0786'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG7116 *********************************************************************** AG7116 DESIGNATION - PET Z AG7116 PID - AG7116 AG7116 STATE/COUNTY- FL/PINELLAS AG7116 USGS QUAD - ST PETERSBURG (1987) AG7116 AG7116 *CURRENT SURVEY CONTROL AG7116 ___________________________________________________________________ AG7116* NAD 83(1986)- 27 47 55. (N) 082 39 46. (W) SCALED AG7116* NAVD 88 - 17.109 (meters) 56.13 (feet) ADJUSTED AG7116 ___________________________________________________________________ AG7116 GEOID HEIGHT- -24.40 (meters) GEOID99 AG7116 DYNAMIC HT - 17.084 (meters) 56.05 (feet) COMP AG7116 MODELED GRAV- 979,176.9 (mgal) NAVD 88 AG7116 AG7116 VERT ORDER - SECOND CLASS II AG7116 AG7116.The horizontal coordinates were scaled from a topographic map and have AG7116.an estimated accuracy of +/- 6 seconds. AG7116 AG7116.The orthometric height was determined by differential leveling AG7116.and adjusted by the National Geodetic Survey in June 1991. AG7116 AG7116.The geoid height was determined by GEOID99. AG7116 AG7116.The dynamic height is computed by dividing the NAVD 88 AG7116.geopotential number by the normal gravity value computed on the AG7116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7116.degrees latitude (g = 980.6199 gals.). AG7116 AG7116.The modeled gravity was interpolated from observed gravity values. AG7116 AG7116; North East Units Estimated Accuracy AG7116;SPC FL W - 384,070. 134,690. MT (+/- 180 meters Scaled) AG7116 AG7116 SUPERSEDED SURVEY CONTROL AG7116 AG7116 NGVD 29 - 17.372 (m) 56.99 (f) ADJ UNCH 2 2 AG7116 AG7116.Superseded values are not recommended for survey control. AG7116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7116.See file dsdata.txt to determine how the superseded data were derived. AG7116 AG7116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL361760(NAD 83) AG7116_MARKER: DD = SURVEY DISK AG7116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7116_STAMPING: PET Z AG7116_PROJECTION: FLUSH AG7116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7116+STABILITY: SURFACE MOTION AG7116_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG7116+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002 AG7116 AG7116 HISTORY - Date Condition Report By AG7116 HISTORY - 1977 MONUMENTED FL-103 AG7116 HISTORY - 20021216 GOOD USPSQD AG7116 AG7116 STATION DESCRIPTION AG7116 AG7116'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 AG7116'IN ST PETERSBURG. AG7116'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 92 SR 687 4TH AG7116'ST. AND SR 595 5TH AVE. N., RUN NORTHERLY ON SR 687 FOR 1.50 MILES TO AG7116'THE INTERSECTION OF 30TH AVE. N. TURN LEFT AND RUN WESTERLY ON 30TH AG7116'AVE. N. FOR 1.60 MILES. STATION ON LEFT, 18.0 FT. SOUTH OF THE AG7116'CENTERLINE OF 30TH AVE. N., 23.4 FT. SOUTH OF A CONCRETE SUPPORT POLE, AG7116'26.5 FT. WEST OF THE CENTERLINE OF I 275 NORTHBOUND OVERPASS, 3.5 FT. AG7116'SOUTH OF THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS AG7116'FLUSH WITH THE GROUND. AG7116 AG7116 STATION RECOVERY (2002) AG7116 AG7116'RECOVERY NOTE BY US POWER SQUADRON 2002 (RE) AG7116'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG7114 *********************************************************************** AG7114 DESIGNATION - RIO CC AG7114 PID - AG7114 AG7114 STATE/COUNTY- FL/PINELLAS AG7114 USGS QUAD - ST PETERSBURG (1987) AG7114 AG7114 *CURRENT SURVEY CONTROL AG7114 ___________________________________________________________________ AG7114* NAD 83(1986)- 27 47 59. (N) 082 39 17. (W) SCALED AG7114* NAVD 88 - 16.880 (meters) 55.38 (feet) ADJUSTED AG7114 ___________________________________________________________________ AG7114 GEOID HEIGHT- -24.41 (meters) GEOID99 AG7114 DYNAMIC HT - 16.855 (meters) 55.30 (feet) COMP AG7114 MODELED GRAV- 979,176.8 (mgal) NAVD 88 AG7114 AG7114 VERT ORDER - SECOND CLASS II AG7114 AG7114.The horizontal coordinates were scaled from a topographic map and have AG7114.an estimated accuracy of +/- 6 seconds. AG7114 AG7114.The orthometric height was determined by differential leveling AG7114.and adjusted by the National Geodetic Survey in June 1991. AG7114 AG7114.The geoid height was determined by GEOID99. AG7114 AG7114.The dynamic height is computed by dividing the NAVD 88 AG7114.geopotential number by the normal gravity value computed on the AG7114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7114.degrees latitude (g = 980.6199 gals.). AG7114 AG7114.The modeled gravity was interpolated from observed gravity values. AG7114 AG7114; North East Units Estimated Accuracy AG7114;SPC FL W - 384,190. 135,490. MT (+/- 180 meters Scaled) AG7114 AG7114 SUPERSEDED SURVEY CONTROL AG7114 AG7114 NGVD 29 - 17.143 (m) 56.24 (f) ADJ UNCH 2 2 AG7114 AG7114.Superseded values are not recommended for survey control. AG7114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7114.See file dsdata.txt to determine how the superseded data were derived. AG7114 AG7114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL369761(NAD 83) AG7114_MARKER: DD = SURVEY DISK AG7114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7114_STAMPING: RIO CC AG7114_PROJECTION: FLUSH AG7114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7114+STABILITY: SURFACE MOTION AG7114 AG7114 HISTORY - Date Condition Report By AG7114 HISTORY - 1977 MONUMENTED FL-103 AG7114 HISTORY - 20021216 MARK NOT FOUND USPSQD AG7114 AG7114 STATION DESCRIPTION AG7114 AG7114'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 AG7114'IN ST PETERSBURG. AG7114'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 92 SR 687 4TH AG7114'ST. AND SR 595 5TH AVE. N., RUN NORTHERLY ON SR 687 FOR 1.50 MILES TO AG7114'THE INTERSECTION OF 30TH AVE. N. TURN LEFT AND RUN WESTERLY ON 30TH AG7114'AVE. N. FOR 1.05 MILES TO THE INTERSECTION OF 16TH ST. STATION ON AG7114'RIGHT, N.E. CORNER, 22.0 FT. NORTH OF THE CENTERLINE OF 30TH AVE. N., AG7114'36.0 FT. EAST OF THE CENTERLINE OF 16TH ST., 30.0 FT. S.S.W. OF THE AG7114'S.W. CORNER OF A SINGLE STORY BLOCK BUILDING 3001 16TH ST., 17.0 FT. AG7114'S.E. OF A CONCRETE SIGNAL LIGHT POLE NO NUMBER, 3.9 FT. SOUTH OF A AG7114'FIRE HYDRANT, 1.5 FT. NORTH OF THE BACK OF CURB. SET IN THE TOP OF A AG7114'CONCRETE POST THAT IS FLUSH WITH THE GROUND. AG7114 AG7114 STATION RECOVERY (2002) AG7114 AG7114'RECOVERY NOTE BY US POWER SQUADRON 2002 (RE) AG7114'NEW SIDEWALK INSTALLED AT THIS LOCATION IN 1999. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG2221 *********************************************************************** AG2221 DESIGNATION - ST PETERSBURG AZALEA BAP CH AG2221 PID - AG2221 AG2221 STATE/COUNTY- FL/PINELLAS AG2221 USGS QUAD - ST PETERSBURG (1987) AG2221 AG2221 *CURRENT SURVEY CONTROL AG2221 ___________________________________________________________________ AG2221* NAD 83(1990)- 27 47 30.53847(N) 082 44 52.61576(W) ADJUSTED AG2221* NAVD 88 - AG2221 ___________________________________________________________________ AG2221 LAPLACE CORR- -1.53 (seconds) DEFLEC99 AG2221 GEOID HEIGHT- -24.26 (meters) GEOID99 AG2221 AG2221 HORZ ORDER - THIRD AG2221 AG2221.The horizontal coordinates were established by classical geodetic methods AG2221.and adjusted by the National Geodetic Survey in May 1991. AG2221 AG2221 AG2221.The Laplace correction was computed from DEFLEC99 derived deflections. AG2221 AG2221.The geoid height was determined by GEOID99. AG2221 AG2221; North East Units Scale Converg. AG2221;SPC FL W - 383,364.206 126,292.595 MT 1.00000821 -0 20 55.5 AG2221;UTM 17 - 3,075,366.157 327,792.892 MT 0.99996605 -0 48 54.7 AG2221 AG2221 SUPERSEDED SURVEY CONTROL AG2221 AG2221 NAD 83(1986)- 27 47 30.54441(N) 082 44 52.62851(W) AD( ) 4 AG2221 NAD 27 - 27 47 29.44962(N) 082 44 53.26355(W) AD( ) 3 AG2221 AG2221.Superseded values are not recommended for survey control. AG2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2221.See file dsdata.txt to determine how the superseded data were derived. AG2221 AG2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2779375366(NAD 83) AG2221_MARKER: 90 = CHURCH SPIRE AG2221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG2221+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2003 AG2221 AG2221 HISTORY - Date Condition Report By AG2221 HISTORY - 1972 FIRST OBSERVED NGS AG2221 HISTORY - 19990105 GOOD USPSQD AG2221 HISTORY - 20030105 GOOD USPSQD AG2221 AG2221 STATION DESCRIPTION AG2221 AG2221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL) AG2221'THE STATION IS THE BASE OF CROSS ATOP AN OBELISK SHAPED SPIRE AG2221'OF THE AZALEA BAPTIST CHURCH OF ST. PETERSBURG. THE SPIRE AG2221'IS ON THE NORTH GABLE OF THE CHURCH, GRAY IN COLOR AND AG2221'APPROXIMATELY 80 FEET HIGH. AG2221' AG2221'THE CHURCH IS LOCATED IN THE WEST SECTION OF ST. PETERSBURG, AG2221'IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF 22ND AVENUE N AND AG2221'79TH STREET N. IT IS 166 FEET SOUTH OF THE CENTER OF 22ND AVENUE AG2221'N AND 84 FEET WEST OF THE CENTER LINE OF 79TH STREET N. AG2221 AG2221 STATION RECOVERY (1999) AG2221 AG2221'RECOVERY NOTE BY US POWER SQUADRON 1999 AG2221'RECOVERED IN GOOD CONDITION. AG2221 AG2221 STATION RECOVERY (2003) AG2221 AG2221'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG2221'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG2564 *********************************************************************** AG2564 DESIGNATION - ST PETERSBURG BCH ST JOHNS CH AG2564 PID - AG2564 AG2564 STATE/COUNTY- FL/PINELLAS AG2564 USGS QUAD - EGMONT KEY (1981) AG2564 AG2564 *CURRENT SURVEY CONTROL AG2564 ___________________________________________________________________ AG2564* NAD 83(1990)- 27 44 53.57893(N) 082 45 16.23010(W) ADJUSTED AG2564* NAVD 88 - AG2564 ___________________________________________________________________ AG2564 LAPLACE CORR- -1.52 (seconds) DEFLEC99 AG2564 GEOID HEIGHT- -24.20 (meters) GEOID99 AG2564 AG2564 HORZ ORDER - THIRD AG2564 AG2564.The horizontal coordinates were established by classical geodetic methods AG2564.and adjusted by the National Geodetic Survey in May 1991. AG2564 AG2564 AG2564.The Laplace correction was computed from DEFLEC99 derived deflections. AG2564 AG2564.The geoid height was determined by GEOID99. AG2564 AG2564; North East Units Scale Converg. AG2564;SPC FL W - 378,536.651 125,616.512 MT 1.00000945 -0 21 04.7 AG2564;UTM 17 - 3,070,544.461 327,077.588 MT 0.99996910 -0 49 01.5 AG2564 AG2564 SUPERSEDED SURVEY CONTROL AG2564 AG2564 NAD 83(1986)- 27 44 53.58471(N) 082 45 16.24319(W) AD( ) 4 AG2564 NAD 27 - 27 44 52.48446(N) 082 45 16.87835(W) AD( ) 3 AG2564 AG2564.Superseded values are not recommended for survey control. AG2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2564.See file dsdata.txt to determine how the superseded data were derived. AG2564 AG2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2707870544(NAD 83) AG2564_MARKER: 55 = TOWER AG2564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG2564+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2003 AG2564 AG2564 HISTORY - Date Condition Report By AG2564 HISTORY - 1972 FIRST OBSERVED NGS AG2564 HISTORY - 19990202 GOOD USPSQD AG2564 HISTORY - 20010208 GOOD USPSQD AG2564 HISTORY - 20030105 GOOD USPSQD AG2564 AG2564 STATION DESCRIPTION AG2564 AG2564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL) AG2564'THE STATION IS THE BASE OF CROSS ATOP AND CENTER OF A CARILLON AG2564'TOWER OF THE ST. JOHNS CATHOLIC CHURCH OF ST. PETERSBURG AG2564'BEACH. THE TOWER IS TAN WITH A GOLD DOME TOP, APPROXIMATELY AG2564'100 FEET HIGH AND IS ATTACHED TO THE SOUTHEAST CORNER OF THE AG2564'CHURCH BUILDING. AG2564' AG2564'LOCATED ON ST. PETERSBURG BEACH, IN THE NORTHWEST ANGLE ON AG2564'THE INTERSECTION OF ST. PETERSBURG BEACH, IN THE NORTHWEST AG2564'ANGLE ON THE INTERSECTION OF BLIND PASS ROAD AND 82ND AG2564'AVENUE. IT IS 127 FEET WEST OF THE CENTER LINE OF BLIND PASS AG2564'ROAD AND 232 FEET NORTH OF THE CENTER LINE OF 82ND AVENUE. AG2564 AG2564 STATION RECOVERY (1999) AG2564 AG2564'RECOVERY NOTE BY US POWER SQUADRON 1999 AG2564'RECOVERED IN GOOD CONDITION. AG2564 AG2564 STATION RECOVERY (2001) AG2564 AG2564'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS) AG2564'RECOVERED IN GOOD CONDITION. AG2564 AG2564 STATION RECOVERY (2003) AG2564 AG2564'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG2564'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG2245 *********************************************************************** AG2245 DESIGNATION - ST PETERSBURG CENTRAL CHRIS CH AG2245 PID - AG2245 AG2245 STATE/COUNTY- FL/PINELLAS AG2245 USGS QUAD - ST PETERSBURG (1987) AG2245 AG2245 *CURRENT SURVEY CONTROL AG2245 ___________________________________________________________________ AG2245* NAD 83(1990)- 27 46 08.15049(N) 082 41 58.62047(W) ADJUSTED AG2245* NAVD 88 - AG2245 ___________________________________________________________________ AG2245 LAPLACE CORR- -1.65 (seconds) DEFLEC99 AG2245 GEOID HEIGHT- -24.30 (meters) GEOID99 AG2245 AG2245 HORZ ORDER - THIRD AG2245 AG2245.The horizontal coordinates were established by classical geodetic methods AG2245.and adjusted by the National Geodetic Survey in May 1991. AG2245 AG2245 AG2245.The Laplace correction was computed from DEFLEC99 derived deflections. AG2245 AG2245.The geoid height was determined by GEOID99. AG2245 AG2245; North East Units Scale Converg. AG2245;SPC FL W - 380,800.108 131,041.231 MT 0.99999985 -0 19 33.5 AG2245;UTM 17 - 3,072,763.626 332,520.278 MT 0.99994623 -0 47 31.4 AG2245 AG2245 SUPERSEDED SURVEY CONTROL AG2245 AG2245 NAD 83(1986)- 27 46 08.15652(N) 082 41 58.63424(W) AD( ) 4 AG2245 NAD 27 - 27 46 07.05862(N) 082 41 59.27445(W) AD( ) 3 AG2245 AG2245.Superseded values are not recommended for survey control. AG2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2245.See file dsdata.txt to determine how the superseded data were derived. AG2245 AG2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3252072764(NAD 83) AG2245_MARKER: 90 = CHURCH SPIRE AG2245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG2245+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2003 AG2245 AG2245 HISTORY - Date Condition Report By AG2245 HISTORY - 1972 FIRST OBSERVED NGS AG2245 HISTORY - 19990105 GOOD USPSQD AG2245 HISTORY - 20030105 GOOD USPSQD AG2245 AG2245 STATION DESCRIPTION AG2245 AG2245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL) AG2245'THE STATION IS THE TOP CENTER OF AN OBELISK SHAPED SPIRE OF AG2245'THE CENTRAL CHRISTIAN CHURCH OF ST. PETERSBURG. THE SPIRE IS AG2245'LOCATED ON THE WEST GABLE OF THE CHURCH, WHITE IN COLOR AND AG2245'APPROXIMATELY 75 FEET HIGH. AG2245' AG2245'LOCATED IN ST. PETERSBURG, IN THE SOUTHEAST ANGLE OF THE AG2245'INTERSECTION OF 2ND AVENUE S AND 49TH SREET S. IT IS 79 FEET AG2245'SOUTH OF THE CENTER LINE OF 2ND AVENUE S AND 70 FEET EAST OF AG2245'THE CENTER LINE OF 49TH STREET S. AG2245 AG2245 STATION RECOVERY (1999) AG2245 AG2245'RECOVERY NOTE BY US POWER SQUADRON 1999 AG2245'RECOVERED IN GOOD CONDITION. AG2245 AG2245 STATION RECOVERY (2003) AG2245 AG2245'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG2245'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG2242 *********************************************************************** AG2242 DESIGNATION - ST PETERSBURG EMMANUEL BAP CH AG2242 PID - AG2242 AG2242 STATE/COUNTY- FL/PINELLAS AG2242 USGS QUAD - ST PETERSBURG (1987) AG2242 AG2242 *CURRENT SURVEY CONTROL AG2242 ___________________________________________________________________ AG2242* NAD 83(1990)- 27 46 38.88885(N) 082 42 01.03971(W) ADJUSTED AG2242* NAVD 88 - AG2242 ___________________________________________________________________ AG2242 LAPLACE CORR- -1.68 (seconds) DEFLEC99 AG2242 GEOID HEIGHT- -24.31 (meters) GEOID99 AG2242 AG2242 HORZ ORDER - THIRD AG2242 AG2242.The horizontal coordinates were established by classical geodetic methods AG2242.and adjusted by the National Geodetic Survey in May 1991. AG2242 AG2242 AG2242.The Laplace correction was computed from DEFLEC99 derived deflections. AG2242 AG2242.The geoid height was determined by GEOID99. AG2242 AG2242; North East Units Scale Converg. AG2242;SPC FL W - 381,746.663 130,980.381 MT 0.99999995 -0 19 34.9 AG2242;UTM 17 - 3,073,710.594 332,467.133 MT 0.99994644 -0 47 33.3 AG2242 AG2242 SUPERSEDED SURVEY CONTROL AG2242 AG2242 NAD 83(1986)- 27 46 38.89435(N) 082 42 01.05240(W) AD( ) 4 AG2242 NAD 27 - 27 46 37.79776(N) 082 42 01.69289(W) AD( ) 3 AG2242 AG2242.Superseded values are not recommended for survey control. AG2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2242.See file dsdata.txt to determine how the superseded data were derived. AG2242 AG2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3246773711(NAD 83) AG2242_MARKER: 90 = CHURCH SPIRE AG2242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG2242+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2003 AG2242 AG2242 HISTORY - Date Condition Report By AG2242 HISTORY - 1972 FIRST OBSERVED NGS AG2242 HISTORY - 20030105 GOOD USPSQD AG2242 AG2242 STATION DESCRIPTION AG2242 AG2242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL) AG2242'THE STATION IS THE BASE OF CROSS THAT SITS ATOP AN OBELISK SHAPED AG2242'SPIRE OF THE EMMANUEL BAPTIST CHURCH OF ST. PETERSBURG. THE AG2242'SPIRE IS LOCATED ON THE SOUTH GABLE OF THE CHURCH, IT IS WHITE AG2242'IN COLOR AND APPROXIMATELY 85 FEET HIGH. AG2242' AG2242'THE CHURCH IS LOCATED IN ST. PETERSBURG, IN THE NORTHWEST ANGLE AG2242'OF THE INTERSECTION OF 5TH AVENUE N AND 49TH STREET N. IT IS 80 AG2242'FEET NORTH OF THE CENTER LINE OF 5TH AVENUE N AND 132 FEET WEST AG2242'OF THE CENTER LINE OF 49TH STREET N. AG2242 AG2242 STATION RECOVERY (2003) AG2242 AG2242'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG2242'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG2237 *********************************************************************** AG2237 DESIGNATION - ST PETERSBURG LUTH CH SPIRE AG2237 PID - AG2237 AG2237 STATE/COUNTY- FL/PINELLAS AG2237 USGS QUAD - ST PETERSBURG (1987) AG2237 AG2237 *CURRENT SURVEY CONTROL AG2237 ___________________________________________________________________ AG2237* NAD 83(1990)- 27 47 32.03090(N) 082 43 07.88123(W) ADJUSTED AG2237* NAVD 88 - AG2237 ___________________________________________________________________ AG2237 LAPLACE CORR- -1.64 (seconds) DEFLEC99 AG2237 GEOID HEIGHT- -24.30 (meters) GEOID99 AG2237 AG2237 HORZ ORDER - THIRD AG2237 AG2237.The horizontal coordinates were established by classical geodetic methods AG2237.and adjusted by the National Geodetic Survey in May 1991. AG2237 AG2237 AG2237.The Laplace correction was computed from DEFLEC99 derived deflections. AG2237 AG2237.The geoid height was determined by GEOID99. AG2237 AG2237; North East Units Scale Converg. AG2237;SPC FL W - 383,393.033 129,159.945 MT 1.00000310 -0 20 06.7 AG2237;UTM 17 - 3,075,371.641 330,660.250 MT 0.99995396 -0 48 05.9 AG2237 AG2237 SUPERSEDED SURVEY CONTROL AG2237 AG2237 NAD 83(1986)- 27 47 32.03646(N) 082 43 07.89379(W) AD( ) 4 AG2237 NAD 27 - 27 47 30.94138(N) 082 43 08.53277(W) AD( ) 3 AG2237 AG2237.Superseded values are not recommended for survey control. AG2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2237.See file dsdata.txt to determine how the superseded data were derived. AG2237 AG2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3066075372(NAD 83) AG2237_MARKER: 91 = CHURCH CROSS AG2237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG2237+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2003 AG2237 AG2237 HISTORY - Date Condition Report By AG2237 HISTORY - 1972 FIRST OBSERVED NGS AG2237 HISTORY - 19980205 GOOD USPSQD AG2237 HISTORY - 20030105 GOOD USPSQD AG2237 AG2237 STATION DESCRIPTION AG2237 AG2237'NO DESCRIPTIVE TEXT AVAILABLE. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 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 - 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 (2003) AG2218 AG2218'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG2218'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG2236 *********************************************************************** AG2236 DESIGNATION - ST PETERSBURG ST JUDE CATH CH AG2236 PID - AG2236 AG2236 STATE/COUNTY- FL/PINELLAS AG2236 USGS QUAD - ST PETERSBURG (1987) AG2236 AG2236 *CURRENT SURVEY CONTROL AG2236 ___________________________________________________________________ AG2236* NAD 83(1990)- 27 46 40.66068(N) 082 42 48.33381(W) ADJUSTED AG2236* NAVD 88 - AG2236 ___________________________________________________________________ AG2236 LAPLACE CORR- -1.62 (seconds) DEFLEC99 AG2236 GEOID HEIGHT- -24.29 (meters) GEOID99 AG2236 AG2236 HORZ ORDER - THIRD AG2236 AG2236.The horizontal coordinates were established by classical geodetic methods AG2236.and adjusted by the National Geodetic Survey in May 1991. AG2236 AG2236 AG2236.The Laplace correction was computed from DEFLEC99 derived deflections. AG2236 AG2236.The geoid height was determined by GEOID99. AG2236 AG2236; North East Units Scale Converg. AG2236;SPC FL W - 381,808.648 129,685.868 MT 1.00000218 -0 19 57.0 AG2236;UTM 17 - 3,073,783.107 331,173.235 MT 0.99995182 -0 47 55.4 AG2236 AG2236 SUPERSEDED SURVEY CONTROL AG2236 AG2236 NAD 83(1986)- 27 46 40.66628(N) 082 42 48.34657(W) AD( ) 4 AG2236 NAD 27 - 27 46 39.56906(N) 082 42 48.98620(W) AD( ) 3 AG2236 AG2236.Superseded values are not recommended for survey control. AG2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2236.See file dsdata.txt to determine how the superseded data were derived. AG2236 AG2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3117373783(NAD 83) AG2236_MARKER: 90 = CHURCH SPIRE AG2236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG2236+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2003 AG2236 AG2236 HISTORY - Date Condition Report By AG2236 HISTORY - 1972 FIRST OBSERVED NGS AG2236 HISTORY - 20030105 GOOD USPSQD AG2236 AG2236 STATION DESCRIPTION AG2236 AG2236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL) AG2236'THE STATION IS THE BASE OF CROSS ATOP A METAL SPIRE OF ST. JUDE AG2236'CATHOLIC CHURCH OF ST. PETERSBURG. THE SPIRE SITS ATOP A LARGE AG2236'DOME WHICH IS ATOP AND CENTER OF THE CHURCH BUILDING THAT IS BUILT AG2236'IN THE SHAPE OF A LARGE CROSS. IT IS GOLD IN COLOR AND AG2236'APPROXIMATELY 75 FEET HIGH. AG2236' AG2236'THE STATION IS LOCATED IN ST. PETERSBURG, IN THE NORTHEAST AG2236'ANGLE OF THE INTERSECTION OF TYRONE BOULEVARD AND 5TH AVENUE N. AG2236 AG2236 STATION RECOVERY (2003) AG2236 AG2236'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG2236'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG2238 *********************************************************************** AG2238 DESIGNATION - ST PETERSBURG UNITED PRESB CH AG2238 PID - AG2238 AG2238 STATE/COUNTY- FL/PINELLAS AG2238 USGS QUAD - ST PETERSBURG (1987) AG2238 AG2238 *CURRENT SURVEY CONTROL AG2238 ___________________________________________________________________ AG2238* NAD 83(1990)- 27 46 53.72957(N) 082 42 56.72228(W) ADJUSTED AG2238* NAVD 88 - AG2238 ___________________________________________________________________ AG2238 LAPLACE CORR- -1.62 (seconds) DEFLEC99 AG2238 GEOID HEIGHT- -24.29 (meters) GEOID99 AG2238 AG2238 HORZ ORDER - THIRD AG2238 AG2238.The horizontal coordinates were established by classical geodetic methods AG2238.and adjusted by the National Geodetic Survey in May 1991. AG2238 AG2238 AG2238.The Laplace correction was computed from DEFLEC99 derived deflections. AG2238 AG2238.The geoid height was determined by GEOID99. AG2238 AG2238; North East Units Scale Converg. AG2238;SPC FL W - 382,212.266 129,458.550 MT 1.00000257 -0 20 01.1 AG2238;UTM 17 - 3,074,188.541 330,949.220 MT 0.99995275 -0 47 59.7 AG2238 AG2238 SUPERSEDED SURVEY CONTROL AG2238 AG2238 NAD 83(1986)- 27 46 53.73520(N) 082 42 56.73501(W) AD( ) 4 AG2238 NAD 27 - 27 46 52.63980(N) 082 42 57.37458(W) AD( ) 3 AG2238 AG2238.Superseded values are not recommended for survey control. AG2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2238.See file dsdata.txt to determine how the superseded data were derived. AG2238 AG2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3094974189(NAD 83) AG2238_MARKER: 90 = CHURCH SPIRE AG2238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG2238+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2003 AG2238 AG2238 HISTORY - Date Condition Report By AG2238 HISTORY - 1972 FIRST OBSERVED NGS AG2238 HISTORY - 20030105 GOOD USPSQD AG2238 AG2238 STATION DESCRIPTION AG2238 AG2238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL) AG2238'THE STATION IS THE BASE OF CROSS ATOP AN OCTAGON SHAPED SPIRE AG2238'OF THE GARDEN CREST UNITED PRESBYTERIAN CHURCH OF ST. AG2238'PETERSBURG. THE SPIRE SITS ON THE NORTHEAST GABLE OF THE CHURCH AG2238'BUILDING, IT IS GOLD IN COLOR AND APPROXIMATELY 85 FEET HIGH. AG2238' AG2238'THE CHURCH IS LOCATED IN ST. PETERSBURG, IN THE NORTHWEST AG2238'ANGLE OF THE INTERSECTION OF TYRONE BOULEVARD AND 9TH AVENUE AG2238'N. IT IS 65 FEET SOUTHWEST OF THE CENTER LINE OF A FRONTAGE ROAD. AG2238 AG2238 STATION RECOVERY (2003) AG2238 AG2238'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG2238'GARDEN CREST UNITED PRESB NOW. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG2474 *********************************************************************** AG2474 DESIGNATION - VETERAN CITY W ELEC CAR POLE AG2474 PID - AG2474 AG2474 STATE/COUNTY- FL/PINELLAS AG2474 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG2474 AG2474 *CURRENT SURVEY CONTROL AG2474 ___________________________________________________________________ AG2474* NAD 83(1990)- 27 44 11.06821(N) 082 42 28.18632(W) ADJUSTED AG2474* NAVD 88 - AG2474 ___________________________________________________________________ AG2474 LAPLACE CORR- -1.62 (seconds) DEFLEC99 AG2474 GEOID HEIGHT- -24.26 (meters) GEOID99 AG2474 AG2474 HORZ ORDER - THIRD AG2474 AG2474.The horizontal coordinates were established by classical geodetic methods AG2474.and adjusted by the National Geodetic Survey in May 1991. AG2474 AG2474 AG2474.The Laplace correction was computed from DEFLEC99 derived deflections. AG2474 AG2474.The geoid height was determined by GEOID99. AG2474 AG2474; North East Units Scale Converg. AG2474;SPC FL W - 377,200.760 130,210.974 MT 1.00000127 -0 19 46.0 AG2474;UTM 17 - 3,069,171.336 331,660.830 MT 0.99994979 -0 47 42.1 AG2474 AG2474 SUPERSEDED SURVEY CONTROL AG2474 AG2474 NAD 83(1986)- 27 44 11.07355(N) 082 42 28.19921(W) AD( ) 4 AG2474 NAD 27 - 27 44 09.97000(N) 082 42 28.82600(W) AD( ) 3 AG2474 AG2474.Superseded values are not recommended for survey control. AG2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2474.See file dsdata.txt to determine how the superseded data were derived. AG2474 AG2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3166169171(NAD 83) AG2474_MARKER: 61 = POLE AG2474 AG2474 HISTORY - Date Condition Report By AG2474 HISTORY - 1908 FIRST OBSERVED CGS AG2474 HISTORY - 1941 MARK NOT FOUND CGS AG2474 HISTORY - 20030105 MARK NOT FOUND USPSQD AG2474 AG2474 STATION DESCRIPTION AG2474 AG2474'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (KGC) AG2474'THE STREET CAR LINE HAS BEEN SHORTENED WHEN THE PAVILION WAS AG2474'REBUILT. THE NAME OF THE TOWN IS NOW GULF PORT. AG2474' AG2474'IT IS RECOMMENDED THE STATION BE REPORTED AS LOST. AG2474 AG2474 STATION RECOVERY (2003) AG2474 AG2474'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG2474'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG5295 *********************************************************************** AG5295 DESIGNATION - Y 121 AG5295 PID - AG5295 AG5295 STATE/COUNTY- FL/PINELLAS AG5295 USGS QUAD - ST PETERSBURG (1987) AG5295 AG5295 *CURRENT SURVEY CONTROL AG5295 ___________________________________________________________________ AG5295* NAD 83(1986)- 27 45 14. (N) 082 43 05. (W) SCALED AG5295* NAVD 88 - 4.299 (meters) 14.10 (feet) ADJUSTED AG5295 ___________________________________________________________________ AG5295 GEOID HEIGHT- -24.26 (meters) GEOID99 AG5295 DYNAMIC HT - 4.292 (meters) 14.08 (feet) COMP AG5295 MODELED GRAV- 979,174.4 (mgal) NAVD 88 AG5295 AG5295 VERT ORDER - SECOND CLASS 0 AG5295 AG5295.The horizontal coordinates were scaled from a topographic map and have AG5295.an estimated accuracy of +/- 6 seconds. AG5295 AG5295.The orthometric height was determined by differential leveling AG5295.and adjusted by the National Geodetic Survey in June 1991. AG5295 AG5295.The geoid height was determined by GEOID99. AG5295 AG5295.The dynamic height is computed by dividing the NAVD 88 AG5295.geopotential number by the normal gravity value computed on the AG5295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5295.degrees latitude (g = 980.6199 gals.). AG5295 AG5295.The modeled gravity was interpolated from observed gravity values. AG5295 AG5295; North East Units Estimated Accuracy AG5295;SPC FL W - 379,140. 129,210. MT (+/- 180 meters Scaled) AG5295 AG5295 SUPERSEDED SURVEY CONTROL AG5295 AG5295 NGVD 29 - 4.572 (m) 15.00 (f) ADJ UNCH 2 0 AG5295 AG5295.Superseded values are not recommended for survey control. AG5295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5295.See file dsdata.txt to determine how the superseded data were derived. AG5295 AG5295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL306711(NAD 83) AG5295_MARKER: DD = SURVEY DISK AG5295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG5295_STAMPING: Y 121 14.846 AG5295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5295+STABILITY: SURFACE MOTION AG5295 AG5295 HISTORY - Date Condition Report By AG5295 HISTORY - UNK MONUMENTED FLGS AG5295 HISTORY - 1943 GOOD NGS AG5295 HISTORY - 1959 MARK NOT FOUND NGS AG5295 HISTORY - 20030105 MARK NOT FOUND USPSQD AG5295 AG5295 STATION DESCRIPTION AG5295 AG5295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943 AG5295'AT GULFPORT. AG5295'AT GULFPORT, FL-103 UNTY, ON GULFPORT BOULEVARD, 124 FEET AG5295'NORTHWEST OF THE INTERSECTION OF SEVENTEENTH AVENUE SOUTH, 32 FEET AG5295'NORTHWEST OF POWER-POLE 3A 667, AND 23 FEET NORTHEAST OF THE AG5295'CENTERLINE OF THE ROAD. A STATE SURVEY STANDARD DISK, STAMPED AG5295'Y 121 14.846 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE AG5295'GROUND. AG5295 AG5295 STATION RECOVERY (1959) AG5295 AG5295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959 AG5295'MARK NOT FOUND. AG5295 AG5295 STATION RECOVERY (2003) AG5295 AG5295'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG5295'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 3, 2003 AG7115 *********************************************************************** AG7115 DESIGNATION - Y 45 USCG AG7115 PID - AG7115 AG7115 STATE/COUNTY- FL/PINELLAS AG7115 USGS QUAD - ST PETERSBURG (1987) AG7115 AG7115 *CURRENT SURVEY CONTROL AG7115 ___________________________________________________________________ AG7115* NAD 83(1986)- 27 47 58. (N) 082 39 18. (W) SCALED AG7115* NAVD 88 - 16.956 (meters) 55.63 (feet) ADJUSTED AG7115 ___________________________________________________________________ AG7115 GEOID HEIGHT- -24.41 (meters) GEOID99 AG7115 DYNAMIC HT - 16.931 (meters) 55.55 (feet) COMP AG7115 MODELED GRAV- 979,176.8 (mgal) NAVD 88 AG7115 AG7115 VERT ORDER - SECOND CLASS II AG7115 AG7115.The horizontal coordinates were scaled from a topographic map and have AG7115.an estimated accuracy of +/- 6 seconds. AG7115 AG7115.The orthometric height was determined by differential leveling AG7115.and adjusted by the National Geodetic Survey in June 1991. AG7115 AG7115.The geoid height was determined by GEOID99. AG7115 AG7115.The dynamic height is computed by dividing the NAVD 88 AG7115.geopotential number by the normal gravity value computed on the AG7115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7115.degrees latitude (g = 980.6199 gals.). AG7115 AG7115.The modeled gravity was interpolated from observed gravity values. AG7115 AG7115; North East Units Estimated Accuracy AG7115;SPC FL W - 384,160. 135,460. MT (+/- 180 meters Scaled) AG7115 AG7115 SUPERSEDED SURVEY CONTROL AG7115 AG7115 NGVD 29 - 17.219 (m) 56.49 (f) ADJ UNCH 2 2 AG7115 AG7115.Superseded values are not recommended for survey control. AG7115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7115.See file dsdata.txt to determine how the superseded data were derived. AG7115 AG7115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL369760(NAD 83) AG7115_MARKER: DB = BENCH MARK DISK AG7115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7115_STAMPING: Y-45 AG7115_PROJECTION: FLUSH AG7115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7115+STABILITY: SURFACE MOTION AG7115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG7115+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002 AG7115 AG7115 HISTORY - Date Condition Report By AG7115 HISTORY - UNK MONUMENTED USCG AG7115 HISTORY - 1977 GOOD FL-103 AG7115 HISTORY - 19970313 GOOD USPSQD AG7115 HISTORY - 20021216 GOOD USPSQD AG7115 AG7115 STATION DESCRIPTION AG7115 AG7115'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 AG7115'IN ST PETERSBURG. AG7115'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 92 SR 687 4TH AG7115'ST. AND SR 595 5TH AVE. N., RUN NORTHERLY ON SR 687 FOR 1.50 MILES TO AG7115'THE INTERSECTION OF 30TH AVE. N. TURN LEFT AND RUN WESTERLY ON 30TH AG7115'AVE. N. FOR 1.05 MILES TO THE INTERSECTION OF 16TH ST. N. STATION ON AG7115'LEFT, S.W. CORNER, 22.0 FT. SOUTH OF THE CENTERLINE OF 30TH AVE. N., AG7115'42.0 FT. WEST OF THE CENTERLINE OF 16TH ST. N., 19.2 FT. N.W. OF A AG7115'CONCRETE SIGNAL LIGHT POLE NO NUMBER, 100.3 FT. N.E. OF A ONE STORY AG7115'BRICK BUILDING SERVICE STATION, 2990 16TH ST. SET IN THE TOP OF A AG7115'CONCRETE POST THAT IS FLUSH WITH THE CONCRETE SIDEWALK. AG7115 AG7115 STATION RECOVERY (1997) AG7115 AG7115'RECOVERY NOTE BY US POWER SQUADRON 1997 AG7115'RECOVERED IN GOOD CONDITION. AG7115 AG7115 STATION RECOVERY (2002) AG7115 AG7115'RECOVERY NOTE BY US POWER SQUADRON 2002 (RE) AG7115'RECOVERED IN GOOD CONDITION.