1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG7089 *********************************************************************** AG7089 DESIGNATION - 130 C OF SP AG7089 PID - AG7089 AG7089 STATE/COUNTY- FL/PINELLAS AG7089 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG7089 AG7089 *CURRENT SURVEY CONTROL AG7089 ___________________________________________________________________ AG7089* NAD 83(1986)- 27 44 56. (N) 082 40 22. (W) SCALED AG7089* NAVD 88 - 10.727 (meters) 35.19 (feet) ADJUSTED AG7089 ___________________________________________________________________ AG7089 GEOID HEIGHT- -24.44 (meters) GEOID03 AG7089 DYNAMIC HT - 10.712 (meters) 35.14 (feet) COMP AG7089 MODELED GRAV- 979,172.8 (mgal) NAVD 88 AG7089 AG7089 VERT ORDER - SECOND CLASS II AG7089 AG7089.The horizontal coordinates were scaled from a topographic map and have AG7089.an estimated accuracy of +/- 6 seconds. AG7089 AG7089.The orthometric height was determined by differential leveling AG7089.and adjusted by the National Geodetic Survey in June 1991. AG7089 AG7089.The geoid height was determined by GEOID03. AG7089 AG7089.The dynamic height is computed by dividing the NAVD 88 AG7089.geopotential number by the normal gravity value computed on the AG7089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7089.degrees latitude (g = 980.6199 gals.). AG7089 AG7089.The modeled gravity was interpolated from observed gravity values. AG7089 AG7089; North East Units Estimated Accuracy AG7089;SPC FL W - 378,560. 133,680. MT (+/- 180 meters Scaled) AG7089 AG7089 SUPERSEDED SURVEY CONTROL AG7089 AG7089 NGVD 29 (??/??/92) 11.003 (m) 36.10 (f) ADJ UNCH 2 2 AG7089 AG7089.Superseded values are not recommended for survey control. AG7089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7089.See file dsdata.txt to determine how the superseded data were derived. AG7089 AG7089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL351705(NAD 83) AG7089_MARKER: DD = SURVEY DISK AG7089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7089_SP_SET: CONCRETE POST AG7089_PROJECTION: FLUSH AG7089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7089+STABILITY: SURFACE MOTION AG7089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG7089+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2005 AG7089 AG7089 HISTORY - Date Condition Report By AG7089 HISTORY - UNK MONUMENTED FL2730 AG7089 HISTORY - 1977 GOOD FL-103 AG7089 HISTORY - 19980321 GOOD USPSQD AG7089 HISTORY - 20050331 GOOD USPSQD AG7089 AG7089 STATION DESCRIPTION AG7089 AG7089'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 AG7089'IN ST PETERSBURG. AG7089'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 34TH ST. S. AG7089'AND PINELLAS BAYWAY 54TH AVE. S. U.S. ALT. HWY. 19A, RUN NORTHERLY ON AG7089'U.S. HWY. 19 FRO 2.1 MILES TO 22ND AVE. S. TURN RIGHT AND RUN EASTERLY AG7089'ON 22ND AVE. S. FOR 0.45 MILE TO THE INTERSECTION OF 28TH ST. S. AG7089'STATION ON LEFT, N.W. CORNER, 33.0 FT. NORTH OF THE CENTERLINE OF 22ND AG7089'AVE. S., 29.7 FT. WEST OF THE CENTERLINE OF 28TH ST. S., 31.5 FT. S.E. AG7089'CORNER OF A SINGLE STORY FRAME HOUSE 2801 22ND AVE. S., 0.7 FT. NORTH AG7089'OF THE BACK OF SIDEWALK, 0.7 FT. WEST OF THE BACK OF SIDEWALK. SET IN AG7089'THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. AG7089'NO STAMPING ON DISK. AG7089 AG7089 STATION RECOVERY (1998) AG7089 AG7089'RECOVERY NOTE BY US POWER SQUADRON 1998 AG7089'RECOVERED IN GOOD CONDITION. AG7089 AG7089 STATION RECOVERY (2005) AG7089 AG7089'RECOVERY NOTE BY US POWER SQUADRON 2005 AG7089'MARK NOW COVERED BY A HEDGE 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG0202 *********************************************************************** AG0202 DESIGNATION - 345 FLHD AG0202 PID - AG0202 AG0202 STATE/COUNTY- FL/PINELLAS AG0202 USGS QUAD - ANNA MARIA (1981) AG0202 AG0202 *CURRENT SURVEY CONTROL AG0202 ___________________________________________________________________ AG0202* NAD 83(1986)- 27 37 01. (N) 082 44 05. (W) SCALED AG0202* NAVD 88 - 1.022 (meters) 3.35 (feet) ADJUSTED AG0202 ___________________________________________________________________ AG0202 GEOID HEIGHT- -24.29 (meters) GEOID03 AG0202 DYNAMIC HT - 1.020 (meters) 3.35 (feet) COMP AG0202 MODELED GRAV- 979,159.3 (mgal) NAVD 88 AG0202 AG0202 VERT ORDER - SECOND CLASS II AG0202 AG0202.The horizontal coordinates were scaled from a topographic map and have AG0202.an estimated accuracy of +/- 6 seconds. AG0202 AG0202.The orthometric height was determined by differential leveling AG0202.and adjusted by the National Geodetic Survey in June 1991. AG0202 AG0202.The geoid height was determined by GEOID03. AG0202 AG0202.The dynamic height is computed by dividing the NAVD 88 AG0202.geopotential number by the normal gravity value computed on the AG0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0202.degrees latitude (g = 980.6199 gals.). AG0202 AG0202.The modeled gravity was interpolated from observed gravity values. AG0202 AG0202; North East Units Estimated Accuracy AG0202;SPC FL W - 363,980. 127,480. MT (+/- 180 meters Scaled) AG0202 AG0202 SUPERSEDED SURVEY CONTROL AG0202 AG0202 NGVD 29 (??/??/92) 1.311 (m) 4.30 (f) ADJ UNCH 2 2 AG0202 AG0202.Superseded values are not recommended for survey control. AG0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0202.See file dsdata.txt to determine how the superseded data were derived. AG0202 AG0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL288559(NAD 83) AG0202_MARKER: DD = SURVEY DISK AG0202_SETTING: 30 = SET IN A LIGHT STRUCTURE AG0202_SP_SET: CULVERT AG0202_STAMPING: 345 AG0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG0202+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004 AG0202 AG0202 HISTORY - Date Condition Report By AG0202 HISTORY - UNK MONUMENTED FLHD AG0202 HISTORY - 1976 GOOD NGS AG0202 HISTORY - 19910510 GOOD USPSQD AG0202 HISTORY - 19971031 GOOD USPSQD AG0202 HISTORY - 20000130 GOOD USPSQD AG0202 HISTORY - 20041209 GOOD PINCPW AG0202 AG0202 STATION DESCRIPTION AG0202 AG0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0202'IN ST PETERSBURG. AG0202'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S. AG0202'ALT. HWY. 19A (PINELLAS BAYWAY, S.R. 682). RUN WESTERLY ON PINELLAS AG0202'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF S.R. 693 (PAVED SIDE ROAD AG0202'LEADING SOUTH TO FORT DESOTO PARK). TURN LEFT ON S.R. 693 AND RUN AG0202'SOUTHERLY FOR 6.85 MILES TO THE INTERSECTION OF S.R. 699. TURN RIGHT AG0202'ON S.R. 699 AND RUN WESTERLY AND NORTHERLY FOR 1.40 MILES. STATION ON AG0202'LEFT, 53.0 FT. S.W. OF THE CENTERLINE OF S.R. 699, 152.2 FT. WEST OF A AG0202'POWER POLE (NO NUMBER). SET IN TOP OF A CONCRETE HEADWALL. AG0202 AG0202 STATION RECOVERY (1991) AG0202 AG0202'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG0202'RECOVERED IN GOOD CONDITION. AG0202 AG0202 STATION RECOVERY (1997) AG0202 AG0202'RECOVERY NOTE BY US POWER SQUADRON 1997 AG0202'RECOVERED IN GOOD CONDITION. AG0202 AG0202 STATION RECOVERY (2000) AG0202 AG0202'RECOVERY NOTE BY US POWER SQUADRON 2000 AG0202'RECOVERED IN GOOD CONDITION. AG0202 AG0202 STATION RECOVERY (2004) AG0202 AG0202'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2004 (BE) AG0202'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG0203 *********************************************************************** AG0203 DESIGNATION - 346 FLHD AG0203 PID - AG0203 AG0203 STATE/COUNTY- FL/PINELLAS AG0203 USGS QUAD - ANNA MARIA (1981) AG0203 AG0203 *CURRENT SURVEY CONTROL AG0203 ___________________________________________________________________ AG0203* NAD 83(1986)- 27 37 25. (N) 082 44 05. (W) SCALED AG0203* NAVD 88 - 0.346 (meters) 1.14 (feet) ADJUSTED AG0203 ___________________________________________________________________ AG0203 GEOID HEIGHT- -24.29 (meters) GEOID03 AG0203 DYNAMIC HT - 0.346 (meters) 1.14 (feet) COMP AG0203 MODELED GRAV- 979,160.2 (mgal) NAVD 88 AG0203 AG0203 VERT ORDER - SECOND CLASS II AG0203 AG0203.The horizontal coordinates were scaled from a topographic map and have AG0203.an estimated accuracy of +/- 6 seconds. AG0203 AG0203.The orthometric height was determined by differential leveling AG0203.and adjusted by the National Geodetic Survey in June 1991. AG0203 AG0203.The geoid height was determined by GEOID03. AG0203 AG0203.The dynamic height is computed by dividing the NAVD 88 AG0203.geopotential number by the normal gravity value computed on the AG0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0203.degrees latitude (g = 980.6199 gals.). AG0203 AG0203.The modeled gravity was interpolated from observed gravity values. AG0203 AG0203; North East Units Estimated Accuracy AG0203;SPC FL W - 364,720. 127,490. MT (+/- 180 meters Scaled) AG0203 AG0203 SUPERSEDED SURVEY CONTROL AG0203 AG0203 NGVD 29 (??/??/92) 0.636 (m) 2.09 (f) ADJ UNCH 2 2 AG0203 AG0203.Superseded values are not recommended for survey control. AG0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0203.See file dsdata.txt to determine how the superseded data were derived. AG0203 AG0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL288567(NAD 83) AG0203_MARKER: DD = SURVEY DISK AG0203_SETTING: 30 = SET IN A LIGHT STRUCTURE AG0203_SP_SET: CULVERT AG0203_STAMPING: 346 AG0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG0203+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004 AG0203 AG0203 HISTORY - Date Condition Report By AG0203 HISTORY - UNK MONUMENTED FLHD AG0203 HISTORY - 1976 GOOD NGS AG0203 HISTORY - 19910426 POOR USPSQD AG0203 HISTORY - 19991129 GOOD USPSQD AG0203 HISTORY - 20000130 GOOD USPSQD AG0203 HISTORY - 20010331 GOOD NGS AG0203 HISTORY - 20041209 GOOD PINCPW AG0203 AG0203 STATION DESCRIPTION AG0203 AG0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0203'IN ST PETERSBURG. AG0203'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S. AG0203'ALT. HWY. 19A (PINELLAS BAYWAY, S.R. 682). RUN WESTERLY ON PINELLAS AG0203'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF S.R. 693 (PAVED SIDE ROAD AG0203'LEADING SOUTH TO FORT DESOTO PARK). TURN LEFT ON S.R. 693 AND RUN AG0203'SOUTHERELY FOR 6.85 MILES TO THE INTERSECTION OF S.R. 699. TURN RIGHT AG0203'ON S.R. 699 AND RUN WESTERLY AND NORTHERLY FOR 1.95 MILE. STATION ON AG0203'LEFT, 46.5 FT. WEST OF THE CENTERLINE OF S.R. 699, 149.6 FT. N.W. OF A AG0203'POWER POLE (NO NUMBER). SET IN THE TOP OF A CONCRETE HEADWALL. AG0203 AG0203 STATION RECOVERY (1991) AG0203 AG0203'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG0203'MARK RECOVERED IN POOR CONDITION. AG0203 AG0203 STATION RECOVERY (1999) AG0203 AG0203'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0203'RECOVERED IN GOOD CONDITION. AG0203 AG0203 STATION RECOVERY (2000) AG0203 AG0203'RECOVERY NOTE BY US POWER SQUADRON 2000 AG0203'RECOVERED IN GOOD CONDITION. AG0203 AG0203 STATION RECOVERY (2001) AG0203 AG0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0203'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG0203 AG0203 STATION RECOVERY (2004) AG0203 AG0203'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2004 (BE) AG0203'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG0204 *********************************************************************** AG0204 DESIGNATION - 347 FLHD AG0204 PID - AG0204 AG0204 STATE/COUNTY- FL/PINELLAS AG0204 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0204 AG0204 *CURRENT SURVEY CONTROL AG0204 ___________________________________________________________________ AG0204* NAD 83(1986)- 27 37 43. (N) 082 44 05. (W) SCALED AG0204* NAVD 88 - 0.455 (meters) 1.49 (feet) ADJUSTED AG0204 ___________________________________________________________________ AG0204 GEOID HEIGHT- -24.29 (meters) GEOID03 AG0204 DYNAMIC HT - 0.454 (meters) 1.49 (feet) COMP AG0204 MODELED GRAV- 979,160.8 (mgal) NAVD 88 AG0204 AG0204 VERT ORDER - SECOND CLASS II AG0204 AG0204.The horizontal coordinates were scaled from a topographic map and have AG0204.an estimated accuracy of +/- 6 seconds. AG0204 AG0204.The orthometric height was determined by differential leveling AG0204.and adjusted by the National Geodetic Survey in June 1991. AG0204 AG0204.The geoid height was determined by GEOID03. AG0204 AG0204.The dynamic height is computed by dividing the NAVD 88 AG0204.geopotential number by the normal gravity value computed on the AG0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0204.degrees latitude (g = 980.6199 gals.). AG0204 AG0204.The modeled gravity was interpolated from observed gravity values. AG0204 AG0204; North East Units Estimated Accuracy AG0204;SPC FL W - 365,270. 127,490. MT (+/- 180 meters Scaled) AG0204 AG0204 SUPERSEDED SURVEY CONTROL AG0204 AG0204 NGVD 29 (??/??/92) 0.745 (m) 2.44 (f) ADJ UNCH 2 2 AG0204 AG0204.Superseded values are not recommended for survey control. AG0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0204.See file dsdata.txt to determine how the superseded data were derived. AG0204 AG0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL288572(NAD 83) AG0204_MARKER: DD = SURVEY DISK AG0204_SETTING: 30 = SET IN A LIGHT STRUCTURE AG0204_SP_SET: CULVERT AG0204_STAMPING: 347 AG0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG0204+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004 AG0204 AG0204 HISTORY - Date Condition Report By AG0204 HISTORY - UNK MONUMENTED FLHD AG0204 HISTORY - 1976 GOOD NGS AG0204 HISTORY - 19910426 POOR USPSQD AG0204 HISTORY - 19991129 GOOD USPSQD AG0204 HISTORY - 20000130 GOOD USPSQD AG0204 HISTORY - 20010331 GOOD NGS AG0204 HISTORY - 20041209 GOOD PINCPW AG0204 AG0204 STATION DESCRIPTION AG0204 AG0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0204'IN ST PETERSBURG. AG0204'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY 19 AND U.S. AG0204'ALT. HWY. 19A (PINELLAS BAYWAY, S.R. 682). RUN WESTERLY ON PINELLAS AG0204'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF S.R. 693 (PAVED SIDE ROAD AG0204'LEADING SOUTH TO FORT DESOTO PARK) TURN LEFT AND RUN SOUTHERLY FOR AG0204'6.85 MILES TO THE INTERSECTION OF S.R. 699. TURN RIGHT ON S.R. 699 AG0204'AND RUN WESTERLY AND NORTHERLY FOR 2.35 MILES. STATION ON LEFT 42.7 AG0204'FT. WEST OF THE CENTERLINE OF S.R. 699, 139.7 FT. S.W. OF A POWER POLE AG0204'(NO NUMBER). SET IN THE TOP OF A CONCRETE HEADWALL. AG0204 AG0204 STATION RECOVERY (1991) AG0204 AG0204'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG0204'MARK RECOVERED IN POOR CONDITION. AG0204 AG0204 STATION RECOVERY (1999) AG0204 AG0204'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0204'RECOVERED IN GOOD CONDITION. AG0204 AG0204 STATION RECOVERY (2000) AG0204 AG0204'RECOVERY NOTE BY US POWER SQUADRON 2000 AG0204'RECOVERED IN GOOD CONDITION. AG0204 AG0204 STATION RECOVERY (2001) AG0204 AG0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0204'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG0204 AG0204 STATION RECOVERY (2004) AG0204 AG0204'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2004 (BE) AG0204'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG0205 *********************************************************************** AG0205 DESIGNATION - 348 FLHD AG0205 PID - AG0205 AG0205 STATE/COUNTY- FL/PINELLAS AG0205 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0205 AG0205 *CURRENT SURVEY CONTROL AG0205 ___________________________________________________________________ AG0205* NAD 83(1986)- 27 38 19. (N) 082 44 11. (W) SCALED AG0205* NAVD 88 - 0.548 (meters) 1.80 (feet) ADJUSTED AG0205 ___________________________________________________________________ AG0205 GEOID HEIGHT- -24.29 (meters) GEOID03 AG0205 DYNAMIC HT - 0.547 (meters) 1.79 (feet) COMP AG0205 MODELED GRAV- 979,162.1 (mgal) NAVD 88 AG0205 AG0205 VERT ORDER - SECOND CLASS II AG0205 AG0205.The horizontal coordinates were scaled from a topographic map and have AG0205.an estimated accuracy of +/- 6 seconds. AG0205 AG0205.The orthometric height was determined by differential leveling AG0205.and adjusted by the National Geodetic Survey in June 1991. AG0205 AG0205.The geoid height was determined by GEOID03. AG0205 AG0205.The dynamic height is computed by dividing the NAVD 88 AG0205.geopotential number by the normal gravity value computed on the AG0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0205.degrees latitude (g = 980.6199 gals.). AG0205 AG0205.The modeled gravity was interpolated from observed gravity values. AG0205 AG0205; North East Units Estimated Accuracy AG0205;SPC FL W - 366,380. 127,330. MT (+/- 180 meters Scaled) AG0205 AG0205 SUPERSEDED SURVEY CONTROL AG0205 AG0205 NGVD 29 (??/??/92) 0.838 (m) 2.75 (f) ADJ UNCH 2 2 AG0205 AG0205.Superseded values are not recommended for survey control. AG0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0205.See file dsdata.txt to determine how the superseded data were derived. AG0205 AG0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL286583(NAD 83) AG0205_MARKER: DD = SURVEY DISK AG0205_SETTING: 30 = SET IN A LIGHT STRUCTURE AG0205_SP_SET: CULVERT AG0205_STAMPING: 348 AG0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0205+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004 AG0205 AG0205 HISTORY - Date Condition Report By AG0205 HISTORY - UNK MONUMENTED FLHD AG0205 HISTORY - 1976 GOOD NGS AG0205 HISTORY - 19910426 MARK NOT FOUND USPSQD AG0205 HISTORY - 19971031 GOOD USPSQD AG0205 HISTORY - 20000130 GOOD USPSQD AG0205 HISTORY - 20041209 GOOD PINCPW AG0205 AG0205 STATION DESCRIPTION AG0205 AG0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0205'IN ST PETERSBURG. AG0205'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S. AG0205'ALT. HWY. 19A (PINELLAS BAYWAY, S.R. 682). RUN WESTERLY ON PINELLAS AG0205'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF S.R. 693 (PAVED SIDE ROAD AG0205'LEADING SOUTH TO FORT DESOTO PARK). TURN LEFT ON S.R. 693 AND RUN AG0205'SOUTHERLY FOR 6.85 MILES TO THE INTERSECTION OF S.R. 699. TURN RIGHT AG0205'ON S.R. 699 AND RUN WESTERLY AND NORTHERLY FOR 3.00 MILES. STATION ON AG0205'LEFT, 42.7 FT. W.S.W. OF THE CENTERLINE OF S.R. 699, 150.4 FT. WEST OF AG0205'A POWER POLE (NO NUMBER). SET IN THE TOP OF A CONCRETE HEADWALL. AG0205 AG0205 STATION RECOVERY (1991) AG0205 AG0205'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG0205'MARK NOT FOUND. AG0205 AG0205 STATION RECOVERY (1997) AG0205 AG0205'RECOVERY NOTE BY US POWER SQUADRON 1997 AG0205'RECOVERED IN GOOD CONDITION. AG0205 AG0205 STATION RECOVERY (2000) AG0205 AG0205'RECOVERY NOTE BY US POWER SQUADRON 2000 AG0205'RECOVERED IN GOOD CONDITION. AG0205 AG0205 STATION RECOVERY (2004) AG0205 AG0205'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2004 (BE) AG0205'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AL7379 *********************************************************************** AL7379 TIDAL BM - This is a Tidal Bench Mark. AL7379 DESIGNATION - 872 6899 TIDAL 2 AL7379 PID - AL7379 AL7379 STATE/COUNTY- FL/PINELLAS AL7379 USGS QUAD - TARPON SPRINGS (1995) AL7379 AL7379 *CURRENT SURVEY CONTROL AL7379 ___________________________________________________________________ AL7379* NAD 83(1986)- 28 09 01. (N) 082 46 17. (W) SCALED AL7379* NAVD 88 - 0.681 (meters) 2.23 (feet) ADJUSTED AL7379 ___________________________________________________________________ AL7379 GEOID HEIGHT- -25.07 (meters) GEOID03 AL7379 DYNAMIC HT - 0.680 (meters) 2.23 (feet) COMP AL7379 MODELED GRAV- 979,195.2 (mgal) NAVD 88 AL7379 AL7379 VERT ORDER - SECOND CLASS I AL7379 AL7379.The horizontal coordinates were scaled from a topographic map and have AL7379.an estimated accuracy of +/- 6 seconds. AL7379 AL7379.The orthometric height was determined by differential leveling AL7379.and adjusted by the National Geodetic Survey in June 1991. AL7379 AL7379.This Tidal Bench Mark is designated as VM 16457 AL7379.by the Center for Operational Oceanographic Products and Services. AL7379 AL7379.The geoid height was determined by GEOID03. AL7379 AL7379.The dynamic height is computed by dividing the NAVD 88 AL7379.geopotential number by the normal gravity value computed on the AL7379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7379.degrees latitude (g = 980.6199 gals.). AL7379 AL7379.The modeled gravity was interpolated from observed gravity values. AL7379 AL7379; North East Units Estimated Accuracy AL7379;SPC FL W - 423,100. 124,230. MT (+/- 180 meters Scaled) AL7379 AL7379 SUPERSEDED SURVEY CONTROL AL7379 AL7379.No superseded survey control is available for this station. AL7379 AL7379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM260151(NAD 83) AL7379_MARKER: DJ = TIDAL STATION DISK AL7379_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AL7379_SP_SET: COPPER-CLAD STEEL ROD AL7379_STAMPING: NO 2 1976 AL7379_MARK LOGO: NOS AL7379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL7379 AL7379 HISTORY - Date Condition Report By AL7379 HISTORY - 1976 MONUMENTED NOS AL7379 HISTORY - 1983 GOOD FLDNR AL7379 HISTORY - 1988 GOOD USPSQD AL7379 HISTORY - 19931209 GOOD USPSQD AL7379 HISTORY - 20050215 MARK NOT FOUND USPSQD AL7379 AL7379 STATION DESCRIPTION AL7379 AL7379'DESCRIBED BY FL DEPT OF NAT RES 1983 AL7379'2.15 MI WEST FROM TARPON SPRINGS. AL7379'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (PINELLAS AVENUE) AND AL7379'STATE ROAD 582 (TARPON AVENUE) IN TARPON SPRINGS, GO 0.15 MILE WEST ON AL7379'TARPON AVENUE TO ITS END AT SPRING BOULEVARD, GO 1.7 MILES NORTH AND AL7379'WEST ON SPRING BOULEVARD (LATER RIVERSIDE DRIVE) TO SUNSET DRIVE, GO AL7379'0.3 MILE EAST ON SUNSET DRIVE TO BAYSHORE DRIVE AND THE MARK. THE AL7379'MARK BEARS 15 FEET SOUTH OF THE CENTERLINE OF SUNSET DRIVE, 35 FEET AL7379'WEST OF THE CENTERLINE OF BAYSHORE DRIVE, AND 2 FEET WEST OF A STOP AL7379'SIGN. SET ON THE TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE AL7379'GROUND. AL7379 AL7379 STATION RECOVERY (1988) AL7379 AL7379'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF) AL7379'RECOVERED IN GOOD CONDITION. AL7379 AL7379 STATION RECOVERY (1993) AL7379 AL7379'RECOVERY NOTE BY US POWER SQUADRON 1993 AL7379'RECOVERED IN GOOD CONDITION. AL7379 AL7379 STATION RECOVERY (2005) AL7379 AL7379'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN) AL7379'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AL7377 *********************************************************************** AL7377 TIDAL BM - This is a Tidal Bench Mark. AL7377 DESIGNATION - 872 6899 TIDAL 4 AL7377 PID - AL7377 AL7377 STATE/COUNTY- FL/PINELLAS AL7377 USGS QUAD - TARPON SPRINGS (1995) AL7377 AL7377 *CURRENT SURVEY CONTROL AL7377 ___________________________________________________________________ AL7377* NAD 83(1986)- 28 09 01. (N) 082 46 17. (W) SCALED AL7377* NAVD 88 - 1.203 (meters) 3.95 (feet) ADJUSTED AL7377 ___________________________________________________________________ AL7377 GEOID HEIGHT- -25.07 (meters) GEOID03 AL7377 DYNAMIC HT - 1.202 (meters) 3.94 (feet) COMP AL7377 MODELED GRAV- 979,195.2 (mgal) NAVD 88 AL7377 AL7377 VERT ORDER - SECOND CLASS I AL7377 AL7377.The horizontal coordinates were scaled from a topographic map and have AL7377.an estimated accuracy of +/- 6 seconds. AL7377 AL7377.The orthometric height was determined by differential leveling AL7377.and adjusted by the National Geodetic Survey in June 1991. AL7377 AL7377.This Tidal Bench Mark is designated as VM 7640 AL7377.by the Center for Operational Oceanographic Products and Services. AL7377 AL7377.The geoid height was determined by GEOID03. AL7377 AL7377.The dynamic height is computed by dividing the NAVD 88 AL7377.geopotential number by the normal gravity value computed on the AL7377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7377.degrees latitude (g = 980.6199 gals.). AL7377 AL7377.The modeled gravity was interpolated from observed gravity values. AL7377 AL7377; North East Units Estimated Accuracy AL7377;SPC FL W - 423,100. 124,230. MT (+/- 180 meters Scaled) AL7377 AL7377 SUPERSEDED SURVEY CONTROL AL7377 AL7377.No superseded survey control is available for this station. AL7377 AL7377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM260151(NAD 83) AL7377_MARKER: DJ = TIDAL STATION DISK AL7377_SETTING: 30 = SET IN A LIGHT STRUCTURE AL7377_SP_SET: CONCRETE MANHOLE COLLAR AL7377_STAMPING: NO 4 1976 AL7377_MARK LOGO: NOS AL7377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7377 AL7377 HISTORY - Date Condition Report By AL7377 HISTORY - 1976 MONUMENTED NOS AL7377 HISTORY - 1983 GOOD FLDNR AL7377 HISTORY - 1988 GOOD USPSQD AL7377 HISTORY - 19931209 GOOD USPSQD AL7377 HISTORY - 20050215 MARK NOT FOUND USPSQD AL7377 AL7377 STATION DESCRIPTION AL7377 AL7377'DESCRIBED BY FL DEPT OF NAT RES 1983 AL7377'2.1 MI WEST FROM TARPON SPRINGS. AL7377'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (PINELLAS AVENUE) AND AL7377'STATE ROAD 582 (TARPON AVENUE) IN TARPON SPRINGS, GO 0.15 MILE WEST ON AL7377'TARPON AVENUE TO ITS END AT SPRING BOULEVARD, GO 1.7 MILES NORTH AND AL7377'WEST ON SPRING BOULEVARD (LATER RIVERSIDE DRIVE) TO SUNSET DRIVE, GO AL7377'0.25 MILE EAST ON SUNSET DRIVE TO THE MARK. THE MARK BEARS 24 FEET AL7377'SOUTH OF THE CENTERLINE OF SUNSET DRIVE, AND 16 FEET WEST OF THE AL7377'CENTERLINE OF EUNICE DRIVE. AL7377 AL7377 STATION RECOVERY (1988) AL7377 AL7377'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF) AL7377'RECOVERED IN GOOD CONDITION. AL7377 AL7377 STATION RECOVERY (1993) AL7377 AL7377'RECOVERY NOTE BY US POWER SQUADRON 1993 AL7377'RECOVERED IN GOOD CONDITION. AL7377 AL7377 STATION RECOVERY (2005) AL7377 AL7377'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN) AL7377'NO MARK FOUND ON OR NEAR DRAIN COLLAR. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AL7386 *********************************************************************** AL7386 TIDAL BM - This is a Tidal Bench Mark. AL7386 DESIGNATION - 872 6904 TIDAL 1 AL7386 PID - AL7386 AL7386 STATE/COUNTY- FL/PINELLAS AL7386 USGS QUAD - TARPON SPRINGS (1995) AL7386 AL7386 *CURRENT SURVEY CONTROL AL7386 ___________________________________________________________________ AL7386* NAD 83(1986)- 28 09 13. (N) 082 48 02. (W) SCALED AL7386* NAVD 88 - 0.996 (meters) 3.27 (feet) ADJUSTED AL7386 ___________________________________________________________________ AL7386 GEOID HEIGHT- -25.05 (meters) GEOID03 AL7386 DYNAMIC HT - 0.994 (meters) 3.26 (feet) COMP AL7386 MODELED GRAV- 979,195.4 (mgal) NAVD 88 AL7386 AL7386 VERT ORDER - SECOND CLASS I AL7386 AL7386.The horizontal coordinates were scaled from a topographic map and have AL7386.an estimated accuracy of +/- 6 seconds. AL7386 AL7386.The orthometric height was determined by differential leveling AL7386.and adjusted by the National Geodetic Survey in June 1991. AL7386 AL7386.This Tidal Bench Mark is designated as VM 7642 AL7386.by the Center for Operational Oceanographic Products and Services. AL7386 AL7386.The geoid height was determined by GEOID03. AL7386 AL7386.The dynamic height is computed by dividing the NAVD 88 AL7386.geopotential number by the normal gravity value computed on the AL7386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7386.degrees latitude (g = 980.6199 gals.). AL7386 AL7386.The modeled gravity was interpolated from observed gravity values. AL7386 AL7386; North East Units Estimated Accuracy AL7386;SPC FL W - 423,490. 121,370. MT (+/- 180 meters Scaled) AL7386 AL7386 SUPERSEDED SURVEY CONTROL AL7386 AL7386.No superseded survey control is available for this station. AL7386 AL7386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM232155(NAD 83) AL7386_MARKER: DJ = TIDAL STATION DISK AL7386_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AL7386_SP_SET: CONCRETE BRIDGE BULKHEAD AL7386_STAMPING: NO 1 1975 AL7386_MARK LOGO: NOS AL7386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7386+STABILITY: SURFACE MOTION AL7386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7386+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005 AL7386 AL7386 HISTORY - Date Condition Report By AL7386 HISTORY - 1975 MONUMENTED NOS AL7386 HISTORY - 1983 GOOD FLDNR AL7386 HISTORY - 1988 GOOD USPSQD AL7386 HISTORY - 19931209 GOOD USPSQD AL7386 HISTORY - 19960317 GOOD USPSQD AL7386 HISTORY - 20050322 GOOD USPSQD AL7386 AL7386 STATION DESCRIPTION AL7386 AL7386'DESCRIBED BY FL DEPT OF NAT RES 1983 AL7386'3.4 MI NW FROM TARPON SPRINGS. AL7386'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 AND STATE ROAD 582 AL7386'(TARPON AVENUE) IN TARPON SPRINGS, GO 0.15 MILE WEST ON TARPON AVENUE AL7386'TO ITS END AT SPRING BOULEVARD, GO 1.7 MILES NORTH AND WEST ON SPRING AL7386'BOULEVARD (LATER RIVERSIDE DRIVE) TO SUNSET DRIVE, GO 0.5 MILE WEST ON AL7386'SUNSET DRIVE TO THE ENTRANCE TO FRED HOWARD PARK, GO 1.05 MILES AL7386'WESTERLY ON THE PARK ROAD TO THE WESTERNMOST CAUSEWAY BRIDGE AND THE AL7386'MARK. THE MARK BEARS 19 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER AL7386'OF THE BRIDGE AND 14.3 FEET NORTHEAST OF THE SOUTHWEST END OF THE AL7386'BULKHEAD. AL7386'THE MARK IS 3 FT BELOW ROAD. AL7386 AL7386 STATION RECOVERY (1988) AL7386 AL7386'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF) AL7386'RECOVERED IN GOOD CONDITION. AL7386 AL7386 STATION RECOVERY (1993) AL7386 AL7386'RECOVERY NOTE BY US POWER SQUADRON 1993 AL7386'RECOVERED IN GOOD CONDITION. AL7386 AL7386 STATION RECOVERY (1996) AL7386 AL7386'RECOVERY NOTE BY US POWER SQUADRON 1996 AL7386'RECOVERED IN GOOD CONDITION. AL7386 AL7386 STATION RECOVERY (2005) AL7386 AL7386'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN) AL7386'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AL7385 *********************************************************************** AL7385 TIDAL BM - This is a Tidal Bench Mark. AL7385 DESIGNATION - 872 6904 TIDAL 2 AL7385 PID - AL7385 AL7385 STATE/COUNTY- FL/PINELLAS AL7385 USGS QUAD - TARPON SPRINGS (1995) AL7385 AL7385 *CURRENT SURVEY CONTROL AL7385 ___________________________________________________________________ AL7385* NAD 83(1986)- 28 09 13. (N) 082 48 02. (W) SCALED AL7385* NAVD 88 - 2.772 (meters) 9.09 (feet) ADJUSTED AL7385 ___________________________________________________________________ AL7385 GEOID HEIGHT- -25.05 (meters) GEOID03 AL7385 DYNAMIC HT - 2.768 (meters) 9.08 (feet) COMP AL7385 MODELED GRAV- 979,195.4 (mgal) NAVD 88 AL7385 AL7385 VERT ORDER - SECOND CLASS I AL7385 AL7385.The horizontal coordinates were scaled from a topographic map and have AL7385.an estimated accuracy of +/- 6 seconds. AL7385 AL7385.The orthometric height was determined by differential leveling AL7385.and adjusted by the National Geodetic Survey in June 1991. AL7385 AL7385.This Tidal Bench Mark is designated as VM 7643 AL7385.by the Center for Operational Oceanographic Products and Services. AL7385 AL7385.The geoid height was determined by GEOID03. AL7385 AL7385.The dynamic height is computed by dividing the NAVD 88 AL7385.geopotential number by the normal gravity value computed on the AL7385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7385.degrees latitude (g = 980.6199 gals.). AL7385 AL7385.The modeled gravity was interpolated from observed gravity values. AL7385 AL7385; North East Units Estimated Accuracy AL7385;SPC FL W - 423,490. 121,370. MT (+/- 180 meters Scaled) AL7385 AL7385 SUPERSEDED SURVEY CONTROL AL7385 AL7385.No superseded survey control is available for this station. AL7385 AL7385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM232155(NAD 83) AL7385_MARKER: DJ = TIDAL STATION DISK AL7385_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AL7385_SP_SET: CONCRETE BRIDGE WALKWAY AL7385_STAMPING: NO 2 1975 AL7385_MARK LOGO: NOS AL7385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7385+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005 AL7385 AL7385 HISTORY - Date Condition Report By AL7385 HISTORY - 1975 MONUMENTED NOS AL7385 HISTORY - 1983 GOOD FLDNR AL7385 HISTORY - 1988 GOOD USPSQD AL7385 HISTORY - 19931209 GOOD USPSQD AL7385 HISTORY - 19960317 GOOD USPSQD AL7385 HISTORY - 20050322 GOOD USPSQD AL7385 AL7385 STATION DESCRIPTION AL7385 AL7385'DESCRIBED BY FL DEPT OF NAT RES 1983 AL7385'3.4 MI NW FROM TARPON SPRINGS. AL7385'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 AND STATE ROAD 582 AL7385'(TARPON AVENUE) IN TARPON SPRINGS, GO 0.15 MILE WEST ON TARPON AVENUE AL7385'TO ITS END AT SPRING BOULEVARD, GO 1.7 MILES NORTH AND WEST ON SPRING AL7385'BOULEVARD (LATER RIVERSIDE DRIVE) TO SUNSET DRIVE, GO 0.5 MILE WEST ON AL7385'SUNSET DRIVE TO THE ENTRANCE TO FRED HOWARD PARK, GO 1.05 MILES AL7385'WESTERLY ON THE PARK ROAD TO THE WESTERNMOST CAUSEWAY BRIDGE AND THE AL7385'MARK. THE MARK BEARS 17 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 AL7385'FOOT EAST OF THE WEST END OF THE BRIDGE, AND 1 FOOT NORTH OF THE AL7385'BRIDGE RAILING. AL7385 AL7385 STATION RECOVERY (1988) AL7385 AL7385'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF) AL7385'RECOVERED IN GOOD CONDITION. AL7385 AL7385 STATION RECOVERY (1993) AL7385 AL7385'RECOVERY NOTE BY US POWER SQUADRON 1993 AL7385'RECOVERED IN GOOD CONDITION. AL7385 AL7385 STATION RECOVERY (1996) AL7385 AL7385'RECOVERY NOTE BY US POWER SQUADRON 1996 AL7385'RECOVERED IN GOOD CONDITION. AL7385 AL7385 STATION RECOVERY (2005) AL7385 AL7385'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN) AL7385'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AL7384 *********************************************************************** AL7384 TIDAL BM - This is a Tidal Bench Mark. AL7384 DESIGNATION - 872 6904 TIDAL 3 AL7384 PID - AL7384 AL7384 STATE/COUNTY- FL/PINELLAS AL7384 USGS QUAD - TARPON SPRINGS (1995) AL7384 AL7384 *CURRENT SURVEY CONTROL AL7384 ___________________________________________________________________ AL7384* NAD 83(1986)- 28 09 13. (N) 082 48 02. (W) SCALED AL7384* NAVD 88 - 2.539 (meters) 8.33 (feet) ADJUSTED AL7384 ___________________________________________________________________ AL7384 GEOID HEIGHT- -25.05 (meters) GEOID03 AL7384 DYNAMIC HT - 2.535 (meters) 8.32 (feet) COMP AL7384 MODELED GRAV- 979,195.4 (mgal) NAVD 88 AL7384 AL7384 VERT ORDER - SECOND CLASS I AL7384 AL7384.The horizontal coordinates were scaled from a topographic map and have AL7384.an estimated accuracy of +/- 6 seconds. AL7384 AL7384.The orthometric height was determined by differential leveling AL7384.and adjusted by the National Geodetic Survey in June 1991. AL7384 AL7384.This Tidal Bench Mark is designated as VM 7644 AL7384.by the Center for Operational Oceanographic Products and Services. AL7384 AL7384.The geoid height was determined by GEOID03. AL7384 AL7384.The dynamic height is computed by dividing the NAVD 88 AL7384.geopotential number by the normal gravity value computed on the AL7384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7384.degrees latitude (g = 980.6199 gals.). AL7384 AL7384.The modeled gravity was interpolated from observed gravity values. AL7384 AL7384; North East Units Estimated Accuracy AL7384;SPC FL W - 423,490. 121,370. MT (+/- 180 meters Scaled) AL7384 AL7384 SUPERSEDED SURVEY CONTROL AL7384 AL7384.No superseded survey control is available for this station. AL7384 AL7384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM232155(NAD 83) AL7384_MARKER: DJ = TIDAL STATION DISK AL7384_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AL7384_SP_SET: CONCRETE BRIDGE WALKWAY AL7384_STAMPING: NO 3 1975 AL7384_MARK LOGO: NOS AL7384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7384+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005 AL7384 AL7384 HISTORY - Date Condition Report By AL7384 HISTORY - 1975 MONUMENTED NOS AL7384 HISTORY - 1983 GOOD FLDNR AL7384 HISTORY - 1988 GOOD USPSQD AL7384 HISTORY - 19931209 GOOD USPSQD AL7384 HISTORY - 19960316 GOOD USPSQD AL7384 HISTORY - 20050322 GOOD USPSQD AL7384 AL7384 STATION DESCRIPTION AL7384 AL7384'DESCRIBED BY FL DEPT OF NAT RES 1983 AL7384'3.4 MI NW FROM TARPON SPRINGS. AL7384'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 AND STATE ROAD 582 AL7384'(TARPON AVENUE) IN TARPON SPRINGS, GO 0.15 MILE WEST ON TARPON AVENUE AL7384'TO ITS END AT SPRING BOULEVARD, GO 1.7 MILES NORTH AND WEST ON SPRING AL7384'BOULEVARD (LATER RIVERSIDE DRIVE) TO SUNSET DRIVE, GO 0.5 MILE WEST ON AL7384'SUNSET DRIVE TO THE ENTRANCE TO FRED HOWARD PARK, GO 1.05 MILES AL7384'WESTERLY ON THE PARK ROAD TO THE WESTERNMOST CAUSEWAY BRIDGE AND THE AL7384'MARK. THE MARK BEARS 17 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1 AL7384'FOOT EAST OF THE WEST END OF THE BRIDGE, AND 1 FOOT SOUTH OF THE AL7384'BRIDGE RAILING. AL7384 AL7384 STATION RECOVERY (1988) AL7384 AL7384'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF) AL7384'RECOVERED IN GOOD CONDITION. AL7384 AL7384 STATION RECOVERY (1993) AL7384 AL7384'RECOVERY NOTE BY US POWER SQUADRON 1993 AL7384'RECOVERED IN GOOD CONDITION. AL7384 AL7384 STATION RECOVERY (1996) AL7384 AL7384'RECOVERY NOTE BY US POWER SQUADRON 1996 AL7384'RECOVERED IN GOOD CONDITION. AL7384 AL7384 STATION RECOVERY (2005) AL7384 AL7384'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN) AL7384'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AL7383 *********************************************************************** AL7383 TIDAL BM - This is a Tidal Bench Mark. AL7383 DESIGNATION - 872 6904 TIDAL 4 AL7383 PID - AL7383 AL7383 STATE/COUNTY- FL/PINELLAS AL7383 USGS QUAD - TARPON SPRINGS (1995) AL7383 AL7383 *CURRENT SURVEY CONTROL AL7383 ___________________________________________________________________ AL7383* NAD 83(1986)- 28 09 13. (N) 082 48 01. (W) SCALED AL7383* NAVD 88 - 0.705 (meters) 2.31 (feet) ADJUSTED AL7383 ___________________________________________________________________ AL7383 GEOID HEIGHT- -25.05 (meters) GEOID03 AL7383 DYNAMIC HT - 0.704 (meters) 2.31 (feet) COMP AL7383 MODELED GRAV- 979,195.4 (mgal) NAVD 88 AL7383 AL7383 VERT ORDER - SECOND CLASS I AL7383 AL7383.The horizontal coordinates were scaled from a topographic map and have AL7383.an estimated accuracy of +/- 6 seconds. AL7383 AL7383.The orthometric height was determined by differential leveling AL7383.and adjusted by the National Geodetic Survey in June 1991. AL7383 AL7383.This Tidal Bench Mark is designated as VM 7645 AL7383.by the Center for Operational Oceanographic Products and Services. AL7383 AL7383.The geoid height was determined by GEOID03. AL7383 AL7383.The dynamic height is computed by dividing the NAVD 88 AL7383.geopotential number by the normal gravity value computed on the AL7383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7383.degrees latitude (g = 980.6199 gals.). AL7383 AL7383.The modeled gravity was interpolated from observed gravity values. AL7383 AL7383; North East Units Estimated Accuracy AL7383;SPC FL W - 423,490. 121,400. MT (+/- 180 meters Scaled) AL7383 AL7383 SUPERSEDED SURVEY CONTROL AL7383 AL7383.No superseded survey control is available for this station. AL7383 AL7383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM232155(NAD 83) AL7383_MARKER: DJ = TIDAL STATION DISK AL7383_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AL7383_SP_SET: CONCRETE BRIDGE BULKHEAD AL7383_STAMPING: NO 4 1975 AL7383_MARK LOGO: NOS AL7383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7383+STABILITY: SURFACE MOTION AL7383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7383+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005 AL7383 AL7383 HISTORY - Date Condition Report By AL7383 HISTORY - 1975 MONUMENTED NOS AL7383 HISTORY - 1983 GOOD FLDNR AL7383 HISTORY - 1988 GOOD USPSQD AL7383 HISTORY - 19931209 GOOD USPSQD AL7383 HISTORY - 19960316 GOOD USPSQD AL7383 HISTORY - 20050322 GOOD USPSQD AL7383 AL7383 STATION DESCRIPTION AL7383 AL7383'DESCRIBED BY FL DEPT OF NAT RES 1983 AL7383'3.4 MI NW FROM TARPON SPRINGS. AL7383'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 AND STATE ROAD 582 AL7383'(TARPON AVENUE) IN TARPON SPRINGS, GO 0.15 MILE WEST ON TARPON AVENUE AL7383'TO ITS END AT SPRING BOULEVARD, GO 1.7 MILES NORTH AND WEST ON SPRING AL7383'BOULEVARD (LATER RIVERSIDE DRIVE) TO SUNSET DRIVE, GO 0.5 MILE WEST ON AL7383'SUNSET DRIVE TO THE ENTRANCE TO FRED HOWARD PARK, GO 1.05 MILES AL7383'WESTERLY ON THE PARK ROAD TO THE WESTERNMOST CAUSEWAY BRIDGE AND THE AL7383'MARK. THE MARK BEARS 47.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, AL7383'AND 1.5 FEET SOUTHWEST OF THE NORTHEAST END OF THE NORTHEAST BULKHEAD. AL7383'THE MARK IS 3 FT BELOW ROAD. AL7383 AL7383 STATION RECOVERY (1988) AL7383 AL7383'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF) AL7383'RECOVERED IN GOOD CONDITION. AL7383 AL7383 STATION RECOVERY (1993) AL7383 AL7383'RECOVERY NOTE BY US POWER SQUADRON 1993 AL7383'RECOVERED IN GOOD CONDITION. AL7383 AL7383 STATION RECOVERY (1996) AL7383 AL7383'RECOVERY NOTE BY US POWER SQUADRON 1996 AL7383'RECOVERED IN GOOD CONDITION. AL7383 AL7383 STATION RECOVERY (2005) AL7383 AL7383'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN) AL7383'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AL7382 *********************************************************************** AL7382 TIDAL BM - This is a Tidal Bench Mark. AL7382 DESIGNATION - 872 6904 TIDAL 5 AL7382 PID - AL7382 AL7382 STATE/COUNTY- FL/PINELLAS AL7382 USGS QUAD - TARPON SPRINGS (1995) AL7382 AL7382 *CURRENT SURVEY CONTROL AL7382 ___________________________________________________________________ AL7382* NAD 83(1986)- 28 09 13. (N) 082 48 01. (W) SCALED AL7382* NAVD 88 - -0.012 (meters) -0.04 (feet) ADJUSTED AL7382 ___________________________________________________________________ AL7382 GEOID HEIGHT- -25.05 (meters) GEOID03 AL7382 DYNAMIC HT - -0.012 (meters) -0.04 (feet) COMP AL7382 MODELED GRAV- 979,195.4 (mgal) NAVD 88 AL7382 AL7382 VERT ORDER - SECOND CLASS I AL7382 AL7382.The horizontal coordinates were scaled from a topographic map and have AL7382.an estimated accuracy of +/- 6 seconds. AL7382 AL7382.The orthometric height was determined by differential leveling AL7382.and adjusted by the National Geodetic Survey in June 1991. AL7382 AL7382.This Tidal Bench Mark is designated as VM 7646 AL7382.by the Center for Operational Oceanographic Products and Services. AL7382 AL7382.The geoid height was determined by GEOID03. AL7382 AL7382.The dynamic height is computed by dividing the NAVD 88 AL7382.geopotential number by the normal gravity value computed on the AL7382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7382.degrees latitude (g = 980.6199 gals.). AL7382 AL7382.The modeled gravity was interpolated from observed gravity values. AL7382 AL7382; North East Units Estimated Accuracy AL7382;SPC FL W - 423,490. 121,400. MT (+/- 180 meters Scaled) AL7382 AL7382 SUPERSEDED SURVEY CONTROL AL7382 AL7382.No superseded survey control is available for this station. AL7382 AL7382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM232155(NAD 83) AL7382_MARKER: DJ = TIDAL STATION DISK AL7382_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AL7382_SP_SET: CONCRETE SEAWALL AL7382_STAMPING: NO 5 1975 AL7382_MARK LOGO: NOS AL7382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7382+STABILITY: SURFACE MOTION AL7382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7382+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005 AL7382 AL7382 HISTORY - Date Condition Report By AL7382 HISTORY - 1975 MONUMENTED NOS AL7382 HISTORY - 1983 GOOD FLDNR AL7382 HISTORY - 1988 GOOD USPSQD AL7382 HISTORY - 19931209 GOOD USPSQD AL7382 HISTORY - 19960317 GOOD USPSQD AL7382 HISTORY - 20050322 GOOD USPSQD AL7382 AL7382 STATION DESCRIPTION AL7382 AL7382'DESCRIBED BY FL DEPT OF NAT RES 1983 AL7382'3.4 MI NW FROM TARPON SPRINGS. AL7382'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 AND STATE ROAD 582 AL7382'(TARPON AVENUE) IN TARPON SPRINGS, GO 0.15 MILE WEST ON TARPON AVENUE AL7382'TO ITS END AT SPRING BOULEVARD, GO 1.7 MILES NORTH AND WEST ON SPRING AL7382'BOULEVARD (LATER RIVERSIDE DRIVE) TO SUNSET DRIVE, GO 0.5 MILE WEST ON AL7382'SUNSET DRIVE TO THE ENTRANCE TO FRED HOWARD PARK, GO 1.05 MILES AL7382'WESTERLY ON THE PARK ROAD TO THE WESTERNMOST CAUSEWAY BRIDGE AND THE AL7382'MARK. THE MARK BEARS 140 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER AL7382'OF THE BRIDGE, 51.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 58.5 AL7382'FEET NORTH-NORTHEAST OF A 3-FOOT BY 4-FOOT CONCRETE COVER, AND IS SET AL7382'IN THE TOP OF A LOW SEAWALL WHICH IS SUBMERGED AT HIGH TIDE. AL7382'THE MARK IS 5 FT BELOW ROAD. AL7382 AL7382 STATION RECOVERY (1988) AL7382 AL7382'RECOVERY NOTE BY US POWER SQUADRON 1988 (CBF) AL7382'RECOVERED IN GOOD CONDITION. AL7382 AL7382 STATION RECOVERY (1993) AL7382 AL7382'RECOVERY NOTE BY US POWER SQUADRON 1993 AL7382'RECOVERED IN GOOD CONDITION. AL7382 AL7382 STATION RECOVERY (1996) AL7382 AL7382'RECOVERY NOTE BY US POWER SQUADRON 1996 AL7382'RECOVERED IN GOOD CONDITION. AL7382 AL7382 STATION RECOVERY (2005) AL7382 AL7382'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN) AL7382'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG7103 *********************************************************************** AG7103 DESIGNATION - 89 C OF SP AG7103 PID - AG7103 AG7103 STATE/COUNTY- FL/PINELLAS AG7103 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG7103 AG7103 *CURRENT SURVEY CONTROL AG7103 ___________________________________________________________________ AG7103* NAD 83(1986)- 27 43 27. (N) 082 39 05. (W) SCALED AG7103* NAVD 88 - 2.458 (meters) 8.06 (feet) ADJUSTED AG7103 ___________________________________________________________________ AG7103 GEOID HEIGHT- -24.45 (meters) GEOID03 AG7103 DYNAMIC HT - 2.455 (meters) 8.05 (feet) COMP AG7103 MODELED GRAV- 979,169.4 (mgal) NAVD 88 AG7103 AG7103 VERT ORDER - SECOND CLASS II AG7103 AG7103.The horizontal coordinates were scaled from a topographic map and have AG7103.an estimated accuracy of +/- 6 seconds. AG7103 AG7103.The orthometric height was determined by differential leveling AG7103.and adjusted by the National Geodetic Survey in June 1991. AG7103 AG7103.The geoid height was determined by GEOID03. AG7103 AG7103.The dynamic height is computed by dividing the NAVD 88 AG7103.geopotential number by the normal gravity value computed on the AG7103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7103.degrees latitude (g = 980.6199 gals.). AG7103 AG7103.The modeled gravity was interpolated from observed gravity values. AG7103 AG7103; North East Units Estimated Accuracy AG7103;SPC FL W - 375,810. 135,770. MT (+/- 180 meters Scaled) AG7103 AG7103 SUPERSEDED SURVEY CONTROL AG7103 AG7103 NGVD 29 (??/??/92) 2.744 (m) 9.00 (f) ADJ UNCH 2 2 AG7103 AG7103.Superseded values are not recommended for survey control. AG7103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7103.See file dsdata.txt to determine how the superseded data were derived. AG7103 AG7103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL372677(NAD 83) AG7103_MARKER: DD = SURVEY DISK AG7103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7103_SP_SET: CONCRETE POST AG7103_PROJECTION: FLUSH AG7103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7103+STABILITY: SURFACE MOTION AG7103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG7103+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2005 AG7103 AG7103 HISTORY - Date Condition Report By AG7103 HISTORY - UNK MONUMENTED FL2730 AG7103 HISTORY - 1977 GOOD FL-103 AG7103 HISTORY - 19980321 GOOD USPSQD AG7103 HISTORY - 20050331 GOOD USPSQD AG7103 AG7103 STATION DESCRIPTION AG7103 AG7103'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 AG7103'IN ST PETERSBURG. AG7103'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 34TH ST. S. AG7103'AND PINELLAS BAYWAY 54TH AVE. S. U.S. ALT. HWY. 19A, RUN EASTERLY ON AG7103'54TH AVE. S. FOR 1.55 MILES TO 16TH ST. TURN LEFT AND RUN NORTHERLY AG7103'AND NORTHEASTERLY ON ALHAMBRA WAY S. FOR 0.40 MILE TO FAIRWAY AVE. S. AG7103'NOTE THERE ARE TWO FAIRWAY AVE. S. TAKE MOST EASTERLY ONE. TURN LEFT AG7103'AND RUN NORTHEASTERLY ON FAIRWAY AVE. S. FOR 0.10 MILE TO COUNTRY AG7103'CLUB WAY. STATION ON RIGHT, IN THE S.E. CORNER, 46.5 FT. EAST OF THE AG7103'CENTERLINE OF FAIRWAY AVE. S., 70.4 FT. SOUTH OF THE CENTERLINE OF AG7103'COUNTRY CLUB WAY S., 63.7 FT. NORTH OF THE N.W. CORNER OF A 2 STORY AG7103'BLOCK HOUSE 122 COUNTRY CLUB WAY, 65.2 FT. EAST OF A FIRE HYDRANT, AG7103'46.9 FT. SOUTH OF A POWER LIGHT POLE NUMBER 1A-36811, 0.5 FT. EAST OF AG7103'THE BACK OF SIDEWALK. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH AG7103'WITH THE GROUND. NO STAMPING ON DISK. AG7103 AG7103 STATION RECOVERY (1998) AG7103 AG7103'RECOVERY NOTE BY US POWER SQUADRON 1998 AG7103'RECOVERED IN GOOD CONDITION. AG7103 AG7103 STATION RECOVERY (2005) AG7103 AG7103'RECOVERY NOTE BY US POWER SQUADRON 2005 AG7103'MARKER COVERED BY VEGETATION WHICH MUST BE REMOVED 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG0485 *********************************************************************** AG0485 DESIGNATION - DESOTO A AG0485 PID - AG0485 AG0485 STATE/COUNTY- FL/PINELLAS AG0485 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0485 AG0485 *CURRENT SURVEY CONTROL AG0485 ___________________________________________________________________ AG0485* NAD 83(1990)- 27 38 16.22074(N) 082 44 12.85734(W) ADJUSTED AG0485* NAVD 88 - 1.208 (meters) 3.96 (feet) ADJUSTED AG0485 ___________________________________________________________________ AG0485 LAPLACE CORR- -1.70 (seconds) DEFLEC99 AG0485 GEOID HEIGHT- -24.29 (meters) GEOID03 AG0485 DYNAMIC HT - 1.206 (meters) 3.96 (feet) COMP AG0485 MODELED GRAV- 979,162.1 (mgal) NAVD 88 AG0485 AG0485 HORZ ORDER - SECOND AG0485 VERT ORDER - SECOND CLASS II AG0485 AG0485.The horizontal coordinates were established by classical geodetic methods AG0485.and adjusted by the National Geodetic Survey in May 1991. AG0485 AG0485.The orthometric height was determined by differential leveling AG0485.and adjusted by the National Geodetic Survey in June 1991. AG0485 AG0485.The Laplace correction was computed from DEFLEC99 derived deflections. AG0485 AG0485.The geoid height was determined by GEOID03. AG0485 AG0485.The dynamic height is computed by dividing the NAVD 88 AG0485.geopotential number by the normal gravity value computed on the AG0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0485.degrees latitude (g = 980.6199 gals.). AG0485 AG0485.The modeled gravity was interpolated from observed gravity values. AG0485 AG0485; North East Units Scale Factor Converg. AG0485;SPC FL W - 366,294.870 127,278.907 MT 1.00000643 -0 20 30.7 AG0485;UTM 17 - 3,058,290.110 328,640.529 MT 0.99996246 -0 48 21.3 AG0485 AG0485! - Elev Factor x Scale Factor = Combined Factor AG0485!SPC FL W - 1.00000363 x 1.00000643 = 1.00001006 AG0485!UTM 17 - 1.00000363 x 0.99996246 = 0.99996609 AG0485 AG0485: Primary Azimuth Mark Grid Az AG0485:SPC FL W - DESOTO A AZ MK 1 156 12 39.6 AG0485:UTM 17 - DESOTO A AZ MK 1 156 40 30.2 AG0485 AG0485|---------------------------------------------------------------------| AG0485| PID Reference Object Distance Geod. Az | AG0485| dddmmss.s | AG0485| AG2535 DESOTO A PT A 8.276 METERS 08100 | AG0485| AG2513 FORT DESOTO PARK COUNTY TANK APPROX. 1.9 KM 1091927.8 | AG0485| AG0486 DESOTO A AZ MK 1 480.076 METERS 1555208.9 | AG0485|---------------------------------------------------------------------| AG0485 AG0485 SUPERSEDED SURVEY CONTROL AG0485 AG0485 NAD 83(1986)- 27 38 16.22461(N) 082 44 12.86976(W) AD( ) 2 AG0485 NAD 27 - 27 38 15.10962(N) 082 44 13.50808(W) AD( ) 2 AG0485 NGVD 29 (??/??/92) 1.498 (m) 4.91 (f) ADJ UNCH 2 2 AG0485 AG0485.Superseded values are not recommended for survey control. AG0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0485.See file dsdata.txt to determine how the superseded data were derived. AG0485 AG0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2864158290(NAD 83) AG0485_MARKER: DD = SURVEY DISK AG0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG0485_STAMPING: DESOTO A AG0485_MARK LOGO: FL-103 AG0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0485+STABILITY: SURFACE MOTION AG0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG0485+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004 AG0485 AG0485 HISTORY - Date Condition Report By AG0485 HISTORY - 1973 MONUMENTED FL-103 AG0485 HISTORY - 1976 GOOD NGS AG0485 HISTORY - 19910426 GOOD USPSQD AG0485 HISTORY - 19940214 GOOD USPSQD AG0485 HISTORY - 20000130 GOOD USPSQD AG0485 HISTORY - 20041209 GOOD PINCPW AG0485 AG0485 STATION DESCRIPTION AG0485 AG0485'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG0485'LOCATED AT THE NORTHWESTERN SECTION OF FORT DE SOTO PARK. AG0485' AG0485'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND CENTRAL AVENUE AG0485'IN ST. PETERSBURG, GO SOUTH ON U.S. HIGHWAY 19 FOR 3.5 MILES AG0485'TO THE JUNCTION OF THE BAYWAY ON THE RIGHT. TURN RIGHT AS PER AG0485'SIGN FT. DE SOTO PARK AND GO WEST FOR 0.7 MILE TO A TOLL AG0485'BOOTH. CONTINUE WESTWARDLY FOR 1.35 MILES TO A SIDE ROAD AG0485'LEFT. TURN LEFT AND GO SOUTHWARDLY AS PER SIGN FT. DE SOTO PARK AG0485'FOR 0.65 MILES TO A TOLL BOOTH. CONTINUE SOUTHWARDLY FOR AG0485'3.8 MILES TO LAST TOLL BOOTH. CONTINUE SOUTHWARDLY FOR 2.3 AG0485'MILES TO A T-ROAD JUNCTION AND TRIANGULATION STATION DESOTO JUST AG0485'NORTH OF THE DE SOTO PARK HEADQUARTERS FLAG POLE. TURN RIGHT AG0485'AND GO WESTWARDLY FOR 1.0 MILE TO A SIDE ROAD LEFT TO FORT AG0485'DE SOTO. CONTINUE AHEAD WESTWARDLY AND NORTHWARDLY AG0485'FOR 1.8 MILES TO THE FOURTH TURNOUT TO THE NORTH BEACH AND AG0485'STATION ON THE LEFT AT THE NORTHWEST CORNER OF THE AG0485'INTERSECTION AS DESCRIBED. AG0485' AG0485'BRONZE DISK STAMPED DESOTO-A SET IN THE TOP OF A 12 INCH AG0485'DIAMETER ROUND CONCRETE MONUMENT THAT IS 2 INCHES ABOVE THE AG0485'GROUND. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF AG0485'CONCRETE 48 INCHES BELOW THE GROUND SURFACE. IT IS 23.8 FEET AG0485'NORTH OF THE CENTER OF PAVEMENT OF THE FOURTH TURNOUT TO THE AG0485'NORTH BEACH, 13.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A AG0485'HEADWALL, 3.0 FEET NORTH OF THE 2ND 8 INCH GUARD POST FROM THE AG0485'SOUTH END OF A ROW OF POSTS. AG0485' AG0485'AZIMUTH MARK 1 IS 0.35 MILE TO THE SOUTH ON THE EAST SIDE OF AG0485'THE ROAD, AT THE SECOND TURNOUT TO THE NORTH BEACH, AS DESCRIBED. AG0485' AG0485'BRONZE DISK STAMPED DESOTO-A SET IN THE TOP OF A 12 INCH AG0485'DIAMETER ROUND MONUMENT THAT IS 2 INCHES ABOVE THE GROUND. THE AG0485'UNDERGROUND DISK IS SET IN AN IRREGUALR MASS OF CONCRETE 48 INCHES AG0485'BELOW THE GROUND SURFACE. IT IS ABOUT 12.4 FEET WEST OF A GUY AG0485'WIRE OF A CONCRETE POWER POLE AND 4.3 FEET EAST OF A CONCRETE AG0485'POWER POLE. AG0485' AG0485'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0485 AG0485 STATION RECOVERY (1976) AG0485 AG0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0485'IN ST PETERSBURG. AG0485'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S. AG0485'ALT HWY. 19A (PINELLAS BAYWAY, S.R. 682). RUN WESTERLY ON PINELLAS AG0485'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF S.R. 693 (PAVED SIDE ROAD AG0485'LEADING SOUTH TO FORT DESOTO PARK). TURN LEFT ON S.R. 693 AND RUN AG0485'SOUTHERLY FOR 6.85 MILE TO THE INTERSECTION OF S.R. 699. TURN RIGHT AG0485'ON S.R. 699 AND RUN WESTERLY AND NORTHERLY FOR 3.05 MILES. STATION ON AG0485'LEFT, 62.0 FT. S. W. OF THE CENTERLINE OF S.R. 699, 23.6 FT. NORTH OF AG0485'THE CENTERLINE OF ENTRANCE ROAD, LEADING INTO PARKING LOT, 17.9 FT. AG0485'SOUTH OF THE N.E. CORNER OF CONCRETE HEADWALL, 5.1 FT. N.E. OF A 14 AG0485'IN. OAK TREE. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH AG0485'THE GROUND. AG0485 AG0485 STATION RECOVERY (1991) AG0485 AG0485'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG0485'RECOVERED IN GOOD CONDITION. AG0485 AG0485 STATION RECOVERY (1994) AG0485 AG0485'RECOVERY NOTE BY US POWER SQUADRON 1994 AG0485'RECOVERED IN GOOD CONDITION. AG0485 AG0485 STATION RECOVERY (2000) AG0485 AG0485'RECOVERY NOTE BY US POWER SQUADRON 2000 AG0485'RECOVERED IN GOOD CONDITION. AG0485 AG0485 STATION RECOVERY (2004) AG0485 AG0485'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2004 (BE) AG0485'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG0486 *********************************************************************** AG0486 DESIGNATION - DESOTO A AZ MK 1 AG0486 PID - AG0486 AG0486 STATE/COUNTY- FL/PINELLAS AG0486 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0486 AG0486 *CURRENT SURVEY CONTROL AG0486 ___________________________________________________________________ AG0486* NAD 83(1990)- 27 38 01.98735(N) 082 44 05.69818(W) ADJUSTED AG0486* NAVD 88 - 0.564 (meters) 1.85 (feet) ADJUSTED AG0486 ___________________________________________________________________ AG0486 LAPLACE CORR- -1.71 (seconds) DEFLEC99 AG0486 GEOID HEIGHT- -24.29 (meters) GEOID03 AG0486 DYNAMIC HT - 0.563 (meters) 1.85 (feet) COMP AG0486 MODELED GRAV- 979,161.6 (mgal) NAVD 88 AG0486 AG0486 HORZ ORDER - SECOND AG0486 VERT ORDER - SECOND CLASS II AG0486 AG0486.The horizontal coordinates were established by classical geodetic methods AG0486.and adjusted by the National Geodetic Survey in May 1991. AG0486 AG0486.The orthometric height was determined by differential leveling AG0486.and adjusted by the National Geodetic Survey in June 1991. AG0486 AG0486.The Laplace correction was computed from DEFLEC99 derived deflections. AG0486 AG0486.The geoid height was determined by GEOID03. AG0486 AG0486.The dynamic height is computed by dividing the NAVD 88 AG0486.geopotential number by the normal gravity value computed on the AG0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0486.degrees latitude (g = 980.6199 gals.). AG0486 AG0486.The modeled gravity was interpolated from observed gravity values. AG0486 AG0486; North East Units Scale Factor Converg. AG0486;SPC FL W - 365,855.579 127,472.556 MT 1.00000608 -0 20 27.2 AG0486;UTM 17 - 3,057,849.286 328,830.605 MT 0.99996166 -0 48 17.6 AG0486 AG0486! - Elev Factor x Scale Factor = Combined Factor AG0486!SPC FL W - 1.00000373 x 1.00000608 = 1.00000981 AG0486!UTM 17 - 1.00000373 x 0.99996166 = 0.99996539 AG0486 AG0486 SUPERSEDED SURVEY CONTROL AG0486 AG0486 NAD 83(1986)- 27 38 01.99124(N) 082 44 05.71058(W) AD( ) 2 AG0486 NAD 27 - 27 38 00.87575(N) 082 44 06.34909(W) AD( ) 2 AG0486 NGVD 29 (??/??/92) 0.854 (m) 2.80 (f) ADJ UNCH 2 2 AG0486 AG0486.Superseded values are not recommended for survey control. AG0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0486.See file dsdata.txt to determine how the superseded data were derived. AG0486 AG0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2883157849(NAD 83) AG0486_MARKER: DD = SURVEY DISK AG0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG0486_STAMPING: DESOTO A AZ-1 AG0486_MARK LOGO: FL-103 AG0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0486+STABILITY: SURFACE MOTION AG0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG0486+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004 AG0486 AG0486 HISTORY - Date Condition Report By AG0486 HISTORY - 1973 MONUMENTED FL-103 AG0486 HISTORY - 1976 GOOD NGS AG0486 HISTORY - 19940214 GOOD USPSQD AG0486 HISTORY - 20000130 MARK NOT FOUND USPSQD AG0486 HISTORY - 20041209 GOOD PINCPW AG0486 AG0486 STATION DESCRIPTION AG0486 AG0486'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 AG0486'SEE STATION DESOTO A AG0486 AG0486 STATION RECOVERY (1976) AG0486 AG0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0486'IN ST PETERSBURG. AG0486'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S. AG0486'ALT HWY. 19A (PINELLAS BAYWAY, S.R. 682). RUN WESTERLY ON PINELLAS AG0486'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF S.R. 693 (PAVED SIDE ROAD AG0486'LEADING SOUTH TO FORT DESOTO PARK). TURN LEFT ON S.R. 693 AND RUN AG0486'SOUTHERLY FOR 6.85 MILES TO THE INTERSECTION OF S.R. 699. TURN RIGHT AG0486'ON S.R. 699 AND RUN WESTERLY AND NORTHERLY FOR 2.75 MILES. STATION ON AG0486'RIGHT, 65.9 FT. EAST OF THE CENTERLINE OF S.R. 699, 273.6 FT. E.N.E. AG0486'OF THE FACE OF CONCRETE BLOCK BUILDING (REST ROOM NO. 8), 162.0 FT. AG0486'E.S.E. OF A WOODEN POWER POLE (NUMBER 1-80894), 53.4 FT. EAST OF A AG0486'CONCRETE POWER POLE (NO NUMBER) 4.5 FT. EAST OF THE EDGE OF PAVEMENT. AG0486'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. AG0486 AG0486 STATION RECOVERY (1994) AG0486 AG0486'RECOVERY NOTE BY US POWER SQUADRON 1994 AG0486'RECOVERED IN GOOD CONDITION. AG0486 AG0486 STATION RECOVERY (2000) AG0486 AG0486'RECOVERY NOTE BY US POWER SQUADRON 2000 AG0486'MARK NOT FOUND. AG0486 AG0486 STATION RECOVERY (2004) AG0486 AG0486'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2004 (BE) AG0486'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG0613 *********************************************************************** AG0613 DESIGNATION - HONEY B AG0613 PID - AG0613 AG0613 STATE/COUNTY- FL/PINELLAS AG0613 USGS QUAD - SAFETY HARBOR (1956) AG0613 AG0613 *CURRENT SURVEY CONTROL AG0613 ___________________________________________________________________ AG0613* NAD 83(1990)- 27 53 38.54663(N) 082 42 59.83206(W) ADJUSTED AG0613* NAVD 88 - 4.343 (meters) 14.25 (feet) ADJUSTED AG0613 ___________________________________________________________________ AG0613 LAPLACE CORR- -1.58 (seconds) DEFLEC99 AG0613 GEOID HEIGHT- -24.59 (meters) GEOID03 AG0613 DYNAMIC HT - 4.337 (meters) 14.23 (feet) COMP AG0613 MODELED GRAV- 979,184.3 (mgal) NAVD 88 AG0613 AG0613 HORZ ORDER - SECOND AG0613 VERT ORDER - SECOND CLASS II AG0613 AG0613.The horizontal coordinates were established by classical geodetic methods AG0613.and adjusted by the National Geodetic Survey in May 1991. AG0613 AG0613.The orthometric height was determined by differential leveling AG0613.and adjusted by the National Geodetic Survey in June 1991. AG0613 AG0613.The Laplace correction was computed from DEFLEC99 derived deflections. AG0613 AG0613.The geoid height was determined by GEOID03. AG0613 AG0613.The dynamic height is computed by dividing the NAVD 88 AG0613.geopotential number by the normal gravity value computed on the AG0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0613.degrees latitude (g = 980.6199 gals.). AG0613 AG0613.The modeled gravity was interpolated from observed gravity values. AG0613 AG0613; North East Units Scale Factor Converg. AG0613;SPC FL W - 394,673.846 129,446.196 MT 1.00000259 -0 20 07.0 AG0613;UTM 17 - 3,086,649.184 331,038.464 MT 0.99995237 -0 48 11.8 AG0613 AG0613! - Elev Factor x Scale Factor = Combined Factor AG0613!SPC FL W - 1.00000318 x 1.00000259 = 1.00000577 AG0613!UTM 17 - 1.00000318 x 0.99995237 = 0.99995555 AG0613 AG0613: Primary Azimuth Mark Grid Az AG0613:SPC FL W - HONEY 265 50 03.3 AG0613:UTM 17 - HONEY 266 18 08.1 AG0613 AG0613|---------------------------------------------------------------------| AG0613| PID Reference Object Distance Geod. Az | AG0613| dddmmss.s | AG0613| AG0608 HONEY APPROX. 0.9 KM 2652956.3 | AG0613| AG2339 HONEY B PT A 14.764 METERS 30639 | AG0613|---------------------------------------------------------------------| AG0613 AG0613 SUPERSEDED SURVEY CONTROL AG0613 AG0613 NAD 83(1986)- 27 53 38.55268(N) 082 42 59.84383(W) AD( ) 2 AG0613 NAD 27 - 27 53 37.47073(N) 082 43 00.48266(W) AD( ) 2 AG0613 NGVD 29 (??/??/92) 4.606 (m) 15.11 (f) ADJ UNCH 2 2 AG0613 AG0613.Superseded values are not recommended for survey control. AG0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0613.See file dsdata.txt to determine how the superseded data were derived. AG0613 AG0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3103886649(NAD 83) AG0613_MARKER: DD = SURVEY DISK AG0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG0613_STAMPING: HONEY B AG0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0613+STABILITY: SURFACE MOTION AG0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0613+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004 AG0613 AG0613 HISTORY - Date Condition Report By AG0613 HISTORY - 1973 MONUMENTED FL-103 AG0613 HISTORY - 1973 GOOD NGS AG0613 HISTORY - 1976 GOOD NGS AG0613 HISTORY - 1978 GOOD NGS AG0613 HISTORY - 19991214 GOOD USPSQD AG0613 HISTORY - 20040927 GOOD PINCPW AG0613 AG0613 STATION DESCRIPTION AG0613 AG0613'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG0613'LOCATED ABOUT 1/2 MILE EAST OF THE HONEYWELL PLANT AT STATE ROUTE AG0613'688 (ULMERTON ROAD) AND U.S. HIGHWAY 19. AG0613' AG0613'TO REACH FROM THE JUNCTION OF STATE ROUTE 688 (ULMERTON ROAD) AND AG0613'U.S. HIGHWAY 19, GO EAST ON STATE ROUTE 688 FOR 0.3 MILE TO AG0613'STATION ON LEFT IN BACK OF A CONCRETE HEADWALL TO A CULVERT AS AG0613'DESCRIBED. AG0613' AG0613'BRONZE DISK STAMPED HONEY-B SET IN THE TOP OF A 12 INCH DIAMETER AG0613'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. THE AG0613'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES AG0613'BELOW THE GROUND SURFACE. IT IS ABOUT 42 FEET SOUTHWEST OF AN 18 AG0613'INCH PINE TREE, 33.3 FEET SOUTH-SOUTHWEST OF A 14 INCH PINE TREE, AG0613'33 FEET SOUTHEAST OF A POWER POLE, 28 FEET NORTH OF THE CENTER AG0613'OF THE WEST BOUND LAND OF ULMERTON ROAD PAVEMENT, AND 1.0 FEET AG0613'SOUTH AND WEST OF THE NORTHEAST CORNER OF THE HEADWALL. AG0613' AG0613'PETER A. BROWN CONSTRUCTION COMPANY IS LOCATED AT NUMBER 6111 - AG0613'142ND AVENUE NORTH. AG0613' AG0613'VENTILATOR ON BROWN ROOF IS ATOP THE OFFICE OF HOLIDAY HARBOR COURT AG0613'AT NUMBER 5796 ULMERTON ROAD. AG0613' AG0613'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0613 AG0613 STATION RECOVERY (1973) AG0613 AG0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DF) AG0613'RECOVERED AS DESCRIBED. AG0613' AG0613'NEAREST TOWN--PINELLAS PARK. AG0613' AG0613'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS. AG0613 AG0613 STATION RECOVERY (1976) AG0613 AG0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0613'2.0 MI N FROM PINELLAS PARK. AG0613'TO REACH THE STATION FROM THE INTERSECTION OF SR-688 (ULMERTON RD.) AG0613'AND SR S-691 (49TH ST.). RUN WESTERLY ON SR-688 FOR 1.00 MILES. AG0613'STATION ON RIGHT, 61.7 FT. NORTH OF THE CENTERLINE OF ULMERTON RD., AG0613'142.4 FT. WEST OF THE EXTENDED CENTERLINE OF 60 ST., 182.3 FT. W.S.W. AG0613'OF POWER POLE (NUMBER 102710), 95.0 FT. E.S.E. OF POWER POLE (NUMBER AG0613'102711), 1.5 FT. SOUTH OF A CONCRETE HEADWALL. SET IN THE TOP OF A AG0613'CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 5, T 30, R 16. AG0613 AG0613 STATION RECOVERY (1978) AG0613 AG0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM) AG0613'STATION MARK STAMPED HONEY B IN GOOD CONDITION. AG0613 AG0613 STATION RECOVERY (1999) AG0613 AG0613'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0613'RECOVERED IN GOOD CONDITION. AG0613 AG0613 STATION RECOVERY (2004) AG0613 AG0613'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2004 (BE) AG0613'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AL0236 *********************************************************************** AL0236 DESIGNATION - INNISBROOK D AL0236 PID - AL0236 AL0236 STATE/COUNTY- FL/PINELLAS AL0236 USGS QUAD - DUNEDIN (1987) AL0236 AL0236 *CURRENT SURVEY CONTROL AL0236 ___________________________________________________________________ AL0236* NAD 83(1990)- 28 07 22.25413(N) 082 45 39.76531(W) ADJUSTED AL0236* NAVD 88 - 3.125 (meters) 10.25 (feet) ADJUSTED AL0236 ___________________________________________________________________ AL0236 LAPLACE CORR- -1.75 (seconds) DEFLEC99 AL0236 GEOID HEIGHT- -25.02 (meters) GEOID03 AL0236 DYNAMIC HT - 3.121 (meters) 10.24 (feet) COMP AL0236 MODELED GRAV- 979,193.3 (mgal) NAVD 88 AL0236 AL0236 HORZ ORDER - SECOND AL0236 VERT ORDER - SECOND CLASS II AL0236 AL0236.The horizontal coordinates were established by classical geodetic methods AL0236.and adjusted by the National Geodetic Survey in May 1991. AL0236 AL0236.The orthometric height was determined by differential leveling AL0236.and adjusted by the National Geodetic Survey in June 1991. AL0236 AL0236.The Laplace correction was computed from DEFLEC99 derived deflections. AL0236 AL0236.The geoid height was determined by GEOID03. AL0236 AL0236.The dynamic height is computed by dividing the NAVD 88 AL0236.geopotential number by the normal gravity value computed on the AL0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL0236.degrees latitude (g = 980.6199 gals.). AL0236 AL0236.The modeled gravity was interpolated from observed gravity values. AL0236 AL0236; North East Units Scale Factor Converg. AL0236;SPC FL W - 420,056.371 125,230.337 MT 1.00001015 -0 21 31.5 AL0236;UTM 17 - 3,112,064.265 327,031.045 MT 0.99996927 -0 49 49.1 AL0236 AL0236! - Elev Factor x Scale Factor = Combined Factor AL0236!SPC FL W - 1.00000344 x 1.00001015 = 1.00001359 AL0236!UTM 17 - 1.00000344 x 0.99996927 = 0.99997271 AL0236 AL0236: Primary Azimuth Mark Grid Az AL0236:SPC FL W - INNISBROOK C 088 09 31.0 AL0236:UTM 17 - INNISBROOK C 088 37 48.6 AL0236 AL0236|---------------------------------------------------------------------| AL0236| PID Reference Object Distance Geod. Az | AL0236| dddmmss.s | AL0236| AL0306 PINCO P 456.179 METERS 0234749.9 | AL0236| AL0234 INNISBROOK C APPROX. 0.7 KM 0874759.5 | AL0236| AL0237 INNISBROOK E 226.955 METERS 19726 | AL0236|---------------------------------------------------------------------| AL0236 AL0236 SUPERSEDED SURVEY CONTROL AL0236 AL0236 NAD 83(1986)- 28 07 22.26142(N) 082 45 39.77535(W) AD( ) 2 AL0236 NAD 27 - 28 07 21.20857(N) 082 45 40.41087(W) AD( ) 2 AL0236 NGVD 29 (??/??/92) 3.386 (m) 11.11 (f) ADJ UNCH 2 2 AL0236 AL0236.Superseded values are not recommended for survey control. AL0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0236.See file dsdata.txt to determine how the superseded data were derived. AL0236 AL0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2703112064(NAD 83) AL0236_MARKER: DD = SURVEY DISK AL0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT AL0236_STAMPING: INNISBROOK D AL0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0236+STABILITY: SURFACE MOTION AL0236 AL0236 HISTORY - Date Condition Report By AL0236 HISTORY - 1974 MONUMENTED FL-103 AL0236 HISTORY - 1975 GOOD FLDT AL0236 HISTORY - 1983 MARK NOT FOUND USPSQD AL0236 HISTORY - 1984 MARK NOT FOUND USPSQD AL0236 HISTORY - 1990 MARK NOT FOUND USPSQD AL0236 HISTORY - 20050221 MARK NOT FOUND USPSQD AL0236 AL0236 STATION DESCRIPTION AL0236 AL0236'DESCRIBED BY PINELLAS COUNTY FLORIDA 1974 (DF) AL0236'THE STATION IS ABOUT 1.25 MILES EAST OF THE GULF OF MEXICO, 0.7 AL0236'MILE SOUTH OF THE SOUTHERN LIMITS OF TARPON SPRINGS, IN SECTION AL0236'24, TOWNSHIP 27 SOUTH, RANGE 15 EAST. AL0236' AL0236'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE AL0236'INTERSECTION OF U.S. ALTERNATE HIGHWAY 19 AND KLOSTERMAN RD. (CR AL0236'79) AS DESCRIBED. AL0236' AL0236'BRONZE DISK STAMPED INNISBROOK D SET IN TOP OF A 12-INCH AL0236'DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE AL0236'GROUND. IT IS ABOUT 40 FT. NORTHEAST OF THE NORTHEAST CORNER OF AL0236'THE PARK INN, 27.5 FT. SOUTH OF THE CENTER OF COUNTY ROAD 79, AL0236'12.5 FT. NORTHEAST OF THE PARK INN SIGN, AND 4 FT. NORTHWEST OF AL0236'A FIRE HYDRANT. AL0236' AL0236'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER. AL0236 AL0236 STATION RECOVERY (1975) AL0236 AL0236'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AL0236'0.7 MI S FROM TARPON SPRINGS. AL0236'THE STATION IS ABOUT 1.25 MILE EAST OF THE GULF OF MEXICO, 0.7 AL0236'MILE SOUTH OF THE SOUTHERN LIMITS OF TARPON SPRINGS. STATION AL0236'IS IN THE S.W. CORNER OF THE INTERSECTION OF U.S. ALT. HIGHWAY AL0236'19 AND CLOSTERMAN RD. (C.R. 79), 30 FT. WEST OF TELEPHONE POLE AL0236'(NO NUMBER), 66 FT. NORTHEAST OF A 7-11 STORE SIGN, 4.0 FT. AL0236'NORTHWEST OF A FIRE HYDRANT, 27.5 FT. SOUTH OF CENTERLINE AL0236'OF KLOSTERMAN RD. (C.R. 79). SET IN TOP OF CONCRETE POST AL0236'THAT IS FLUSH WITH THE GROUND. SECTION 24, T 27S, R 15E AL0236 AL0236 STATION RECOVERY (1983) AL0236 AL0236'RECOVERY NOTE BY US POWER SQUADRON 1983 AL0236'INNISBROOK "D" UNABLE TO LOCATE - PART INN NO LONGER EXISTS - BRAND AL0236'NEW 7-11 STORE ON SITE, C.R. RECENTLY WIDENED TO 4 LANES AT AL0236'INTERSECTION. FIRE HYDRANT REMAINS BUT GROUND LEVEL HAS BEEN RAISED. AL0236'DUG 4-5 INCHES AT SITE & UNCOVERED ONLY RUBBLE. SUSPECT MARKER STILL AL0236'THERE BUT 12" TO 24" BELOW SURFACE. AL0236 AL0236 STATION RECOVERY (1984) AL0236 AL0236'RECOVERY NOTE BY US POWER SQUADRON 1984 (ECP) AL0236'APR 25, 1984 - 1350 UNABLE TO FIND. STREET CORNER WIDENED. ASPHALT AL0236'PAVING. SEARCH 4 FT. FROM FIRE HYDRANT PROVED FRUITLESS. FIRE AL0236'HYDRANT LOOKS AS IF IT HAD BEEN MOVED RECENTLY. 27.5 FT. AL0236'FROM CENTER OF ROAD LEAVES MARKER UNDER ASPHALT. AL0236' AL0236'1405 FOUND FLORIDA DEPT OF TRANSPORTATION SURVEY MARKER BM ON COCA AL0236'COLA BOTTLING CO. PROPERTY 0.1 MILE SOUTH OF INTERSECTION. AL0236 AL0236 STATION RECOVERY (1990) AL0236 AL0236'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG) AL0236'MARK NOT FOUND. AL0236 AL0236 STATION RECOVERY (2005) AL0236 AL0236'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN) AL0236'ADDITIONAL INTERSECTION WIDENING WORK UNDER WAY. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 DF5854 *********************************************************************** DF5854 DESIGNATION - PCDSM GPS 79 DF5854 PID - DF5854 DF5854 STATE/COUNTY- FL/PINELLAS DF5854 USGS QUAD - TARPON SPRINGS (1995) DF5854 DF5854 *CURRENT SURVEY CONTROL DF5854 ___________________________________________________________________ DF5854* NAD 83(1999)- 28 09 10.04599(N) 082 48 18.68203(W) ADJUSTED DF5854* NAVD 88 - 2.3 (meters) 8. (feet) GPS OBS DF5854 ___________________________________________________________________ DF5854 X - 704,835.980 (meters) COMP DF5854 Y - -5,583,418.209 (meters) COMP DF5854 Z - 2,991,434.321 (meters) COMP DF5854 LAPLACE CORR- -1.91 (seconds) DEFLEC99 DF5854 ELLIP HEIGHT- -22.72 (meters) (05/29/03) GPS OBS DF5854 GEOID HEIGHT- -25.04 (meters) GEOID03 DF5854 DF5854 HORZ ORDER - FIRST DF5854 ELLP ORDER - FOURTH CLASS II DF5854 DF5854.The horizontal coordinates were established by GPS observations DF5854.and adjusted by the National Geodetic Survey in May 2003. DF5854 DF5854.The orthometric height was determined by GPS observations and a DF5854.high-resolution geoid model. DF5854 DF5854.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5854 DF5854.The Laplace correction was computed from DEFLEC99 derived deflections. DF5854 DF5854.The ellipsoidal height was determined by GPS observations DF5854.and is referenced to NAD 83. DF5854 DF5854.The geoid height was determined by GEOID03. DF5854 DF5854; North East Units Scale Factor Converg. DF5854;SPC FL W - 423,402.546 120,915.251 MT 1.00001834 -0 22 47.7 DF5854;UTM 17 - 3,115,445.737 322,743.812 MT 0.99998780 -0 51 07.0 DF5854 DF5854! - Elev Factor x Scale Factor = Combined Factor DF5854!SPC FL W - 1.00000357 x 1.00001834 = 1.00002191 DF5854!UTM 17 - 1.00000357 x 0.99998780 = 0.99999137 DF5854 DF5854|---------------------------------------------------------------------| DF5854| PID Reference Object Distance Geod. Az | DF5854| dddmmss.s | DF5854| DF5855 PCDSM GPS 80 305.047 METERS 00034 | DF5854|---------------------------------------------------------------------| DF5854 DF5854 SUPERSEDED SURVEY CONTROL DF5854 DF5854.No superseded survey control is available for this station. DF5854 DF5854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2274415446(NAD 83) DF5854_MARKER: DD = SURVEY DISK DF5854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5854_STAMPING: PCDSM GPS 79 1999 DF5854_PROJECTION: FLUSH DF5854_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5854+STABILITY: SURFACE MOTION DF5854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5854+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005 DF5854 DF5854 HISTORY - Date Condition Report By DF5854 HISTORY - 19990909 MONUMENTED FL-103 DF5854 HISTORY - 20050322 GOOD USPSQD DF5854 DF5854 STATION DESCRIPTION DF5854 DF5854'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5854'TO REACH STATION FROM THE INTERSECTION OF CR 880 (KLOSTERMAN ROAD) AND DF5854'US HIGHWAY ALTERNATE 19 (PINELLAS AVENUE), RUN WEST ON CR 880 FOR 0.7 DF5854'MILES TO THE INTERSECTION OF CR 389 (CARLTON ROAD) AND CR 880, TURN DF5854'RIGHT DF5854'AND RUN NORTH ON CR 389 FOR 0.5 MILES TO THE INTERSECTION OF CR 896 DF5854'(CURLEW PLACE) AND CR 389, TURN LEFT AND RUN WEST ON CR 896 FOR 0.4 DF5854'MILES DF5854'TO THE INTERSECTION OF CR 369 (SOUTH FLORIDA AVENUE) AND CR 896, TURN DF5854'RIGHT AND RUN NORTH ON CR 369 FOR 1.4 MILES TO THE INTERSECTION OF CR DF5854'944 DF5854'(SUNSET DRIVE) AND CR 369 (NORTH FLORIDA AVENUE), TURN LEFT AND RUN DF5854'WEST DF5854'ON CR 944 0.2 MILES TO THE ENTRANCE TO FRED HOWARD PARK, ENTER THE DF5854'PARK DF5854'AND HEAD WEST ON THE PARK ROAD TO THE BEACH PARKING LOT. STATION IS DF5854'ON DF5854'THE LEFT, 507 FT. SOUTH OF THE CENTERLINE OF THE ENTRANCE TO THE BEACH DF5854'PARKING LOT, IN THE SOUTHEAST CORNER OF THE PARKING LOT, 47.5 FT. S DF5854'85 E TO DF5854'THE SOUTHEAST CORNER OF THE SEAWALL, 15.3 FT. SOUTHERLY OF THE SOUTH DF5854'EDGE OF PAVEMENT OF THE PARKING LOT, 167.3 FT. S 55 E TO THE SOUTH END DF5854'OF A DF5854'3 FOOT HIGH CONCRETE WALL AT THE SOUTHWEST CORNER OF THE PARKING LOT, DF5854'33 FT. NORTH OF MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS DF5854'FLUSH WITH THE GROUND. DF5854 DF5854 STATION RECOVERY (2005) DF5854 DF5854'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN) DF5854'1 FOOT NORTH OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 DF5855 *********************************************************************** DF5855 DESIGNATION - PCDSM GPS 80 DF5855 PID - DF5855 DF5855 STATE/COUNTY- FL/PINELLAS DF5855 USGS QUAD - TARPON SPRINGS (1995) DF5855 DF5855 *CURRENT SURVEY CONTROL DF5855 ___________________________________________________________________ DF5855* NAD 83(1999)- 28 09 19.95480(N) 082 48 18.57025(W) ADJUSTED DF5855* NAVD 88 - 2.3 (meters) 8. (feet) GPS OBS DF5855 ___________________________________________________________________ DF5855 X - 704,820.978 (meters) COMP DF5855 Y - -5,583,275.016 (meters) COMP DF5855 Z - 2,991,703.252 (meters) COMP DF5855 LAPLACE CORR- -1.91 (seconds) DEFLEC99 DF5855 ELLIP HEIGHT- -22.74 (meters) (05/29/03) GPS OBS DF5855 GEOID HEIGHT- -25.04 (meters) GEOID03 DF5855 DF5855 HORZ ORDER - FIRST DF5855 ELLP ORDER - FOURTH CLASS II DF5855 DF5855.The horizontal coordinates were established by GPS observations DF5855.and adjusted by the National Geodetic Survey in May 2003. DF5855 DF5855.The orthometric height was determined by GPS observations and a DF5855.high-resolution geoid model. DF5855 DF5855.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5855 DF5855.The Laplace correction was computed from DEFLEC99 derived deflections. DF5855 DF5855.The ellipsoidal height was determined by GPS observations DF5855.and is referenced to NAD 83. DF5855 DF5855.The geoid height was determined by GEOID03. DF5855 DF5855; North East Units Scale Factor Converg. DF5855;SPC FL W - 423,707.556 120,920.324 MT 1.00001833 -0 22 47.8 DF5855;UTM 17 - 3,115,750.686 322,751.397 MT 0.99998777 -0 51 07.3 DF5855 DF5855! - Elev Factor x Scale Factor = Combined Factor DF5855!SPC FL W - 1.00000357 x 1.00001833 = 1.00002190 DF5855!UTM 17 - 1.00000357 x 0.99998777 = 0.99999134 DF5855 DF5855|---------------------------------------------------------------------| DF5855| PID Reference Object Distance Geod. Az | DF5855| dddmmss.s | DF5855| DF5854 PCDSM GPS 79 305.047 METERS 18034 | DF5855|---------------------------------------------------------------------| DF5855 DF5855 SUPERSEDED SURVEY CONTROL DF5855 DF5855.No superseded survey control is available for this station. DF5855 DF5855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2275115751(NAD 83) DF5855_MARKER: DD = SURVEY DISK DF5855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5855_STAMPING: PCDSM GPS 80 1999 DF5855_PROJECTION: FLUSH DF5855_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5855+STABILITY: SURFACE MOTION DF5855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5855+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005 DF5855 DF5855 HISTORY - Date Condition Report By DF5855 HISTORY - 19990909 MONUMENTED FL-103 DF5855 HISTORY - 20050322 GOOD USPSQD DF5855 DF5855 STATION DESCRIPTION DF5855 DF5855'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5855'TO REACH STATION FROM THE INTERSECTION OF CR 880 (KLOSTERMAN ROAD) AND DF5855'US HIGHWAY ALTERNATE 19 (PINELLAS AVENUE), RUN WEST ON CR 880 FOR 0.7 DF5855'MILES TO THE INTERSECTION OF CR 389 (CARLTON ROAD) AND CR 880, TURN DF5855'RIGHT DF5855'AND RUN NORTH ON CR 389 FOR 0.5 MILES TO THE INTERSECTION OF CR 896 DF5855'(CURLEW PLACE) AND CR 389, TURN LEFT AND RUN WEST ON CR 896 FOR 0.4 DF5855'MILES DF5855'TO THE INTERSECTION OF CR 369 (SOUTH FLORIDA AVENUE) AND CR 896, TURN DF5855'RIGHT AND RUN NORTH ON CR 369 FOR 1.4 MILES TO THE INTERSECTION OF CR DF5855'944 DF5855'(SUNSET DRIVE) AND CR 369 (NORTH FLORIDA AVENUE), TURN LEFT AND RUN DF5855'WEST DF5855'ON CR 944 0.2 MILES TO THE ENTRANCE TO FRED HOWARD PARK, ENTER THE DF5855'PARK DF5855'AND HEAD WEST ON THE PARK ROAD TO THE BEACH PARKING LOT. STATION IS DF5855'ON DF5855'THE RIGHT, 494 FT. NORTH OF THE CENTERLINE OF THE ENTRANCE TO THE DF5855'BEACH DF5855'PARKING LOT, IN THE NORTHEAST CORNER OF THE PARKING LOT, 14.2 FT. DF5855'NORTHERLY TO THE NORTHEAST EDGE OF PAVEMENT OF THE PARKING LOT AT DF5855'THE MIDPOINT OF A CURVE, 170.5 FT. S 80 E TO THE NORTH END OF A 3 FOOT DF5855'HIGH DF5855'CONCRETE WALL AT THE NORTHWEST CORNER OF THE PARKING LOT, 43 FT. N DF5855'35 W DF5855'OF A CONCRETE CORNER AT THE NORTHEAST CORNER OF THE PARKING LOT, 2 FT. DF5855'SOUTH OF MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH DF5855'WITH THE GROUND. DF5855 DF5855 STATION RECOVERY (2005) DF5855 DF5855'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN) DF5855'1 FOOT SOUTH OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AL0306 *********************************************************************** AL0306 DESIGNATION - PINCO P AL0306 PID - AL0306 AL0306 STATE/COUNTY- FL/PINELLAS AL0306 USGS QUAD - TARPON SPRINGS (1995) AL0306 AL0306 *CURRENT SURVEY CONTROL AL0306 ___________________________________________________________________ AL0306* NAD 83(1990)- 28 07 35.81300(N) 082 45 33.02059(W) ADJUSTED AL0306* NAVD 88 - 5.788 (meters) 18.99 (feet) ADJUSTED AL0306 ___________________________________________________________________ AL0306 LAPLACE CORR- -1.73 (seconds) DEFLEC99 AL0306 GEOID HEIGHT- -25.03 (meters) GEOID03 AL0306 DYNAMIC HT - 5.780 (meters) 18.96 (feet) COMP AL0306 MODELED GRAV- 979,193.7 (mgal) NAVD 88 AL0306 AL0306 HORZ ORDER - SECOND AL0306 VERT ORDER - SECOND CLASS II AL0306 AL0306.The horizontal coordinates were established by classical geodetic methods AL0306.and adjusted by the National Geodetic Survey in May 1991. AL0306 AL0306.The orthometric height was determined by differential leveling AL0306.and adjusted by the National Geodetic Survey in June 1991. AL0306 AL0306.The Laplace correction was computed from DEFLEC99 derived deflections. AL0306 AL0306.The geoid height was determined by GEOID03. AL0306 AL0306.The dynamic height is computed by dividing the NAVD 88 AL0306.geopotential number by the normal gravity value computed on the AL0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL0306.degrees latitude (g = 980.6199 gals.). AL0306 AL0306.The modeled gravity was interpolated from observed gravity values. AL0306 AL0306; North East Units Scale Factor Converg. AL0306;SPC FL W - 420,472.609 125,417.017 MT 1.00000981 -0 21 28.5 AL0306;UTM 17 - 3,112,478.935 327,221.137 MT 0.99996846 -0 49 46.3 AL0306 AL0306! - Elev Factor x Scale Factor = Combined Factor AL0306!SPC FL W - 1.00000302 x 1.00000981 = 1.00001283 AL0306!UTM 17 - 1.00000302 x 0.99996846 = 0.99997148 AL0306 AL0306: Primary Azimuth Mark Grid Az AL0306:SPC FL W - INNISBROOK D 204 09 21.6 AL0306:UTM 17 - INNISBROOK D 204 37 39.4 AL0306 AL0306|---------------------------------------------------------------------| AL0306| PID Reference Object Distance Geod. Az | AL0306| dddmmss.s | AL0306| AL0236 INNISBROOK D 456.179 METERS 2034753.1 | AL0306|---------------------------------------------------------------------| AL0306 AL0306 SUPERSEDED SURVEY CONTROL AL0306 AL0306 NAD 83(1986)- 28 07 35.82030(N) 082 45 33.03058(W) AD( ) 2 AL0306 NAD 27 - 28 07 34.76806(N) 082 45 33.66618(W) AD( ) 2 AL0306 NGVD 29 (??/??/92) 6.049 (m) 19.85 (f) ADJ UNCH 2 2 AL0306 AL0306.Superseded values are not recommended for survey control. AL0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0306.See file dsdata.txt to determine how the superseded data were derived. AL0306 AL0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2722112479(NAD 83) AL0306_MARKER: DD = SURVEY DISK AL0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT AL0306_STAMPING: PINCO P AL0306_MARK LOGO: FL-103 AL0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0306+STABILITY: SURFACE MOTION AL0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL0306+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2005 AL0306 AL0306 HISTORY - Date Condition Report By AL0306 HISTORY - 1974 MONUMENTED FL-103 AL0306 HISTORY - 1975 GOOD FLDT AL0306 HISTORY - 1984 GOOD USPSQD AL0306 HISTORY - 1990 GOOD USPSQD AL0306 HISTORY - 20010331 GOOD NGS AL0306 HISTORY - 20050221 GOOD USPSQD AL0306 HISTORY - 20050221 GOOD USPSQD AL0306 AL0306 STATION DESCRIPTION AL0306 AL0306'DESCRIBED BY PINELLAS COUNTY FLORIDA 1974 (DF) AL0306'THE STATION IS ABOUT 0.5 MILE SOUTH OF TARPON SPRINGS, ABOUT 1.5 AL0306'MILES EAST OF THE GULF OF MEXICO, IN SECTION 24, TOWNSHIP 27 SOUTH, AL0306'RANGE 15 EAST. AL0306' AL0306'TO REACH FROM THE INTERSECTION OF U.S. ALTERNATE HIGHWAY 19 AND AL0306'C.R. 79 (KLOSTERMAN RD.), GO NORTHEASTWARDLY ALONG U.S. ALTERNATE AL0306'HIGHWAY 19 FOR 0.3 MILE TO THE STEVENS COTTAGE APARTMENTS AND AL0306'STATION ON THE RIGHT AS DESCRIBED. AL0306' AL0306'BRONZE DISK STAMPED PINCO P SET IN TOP OF A 12-INCH DIAMETER AL0306'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS AL0306'ABOUT 39.5 FT. SOUTH OF THE SOUTHWEST CORNER OF THE STEVENS AL0306'COTTAGE APARTMENTS, 37.0 FT. WEST OF CENTER OF U.S. ALTERNATE AL0306'HIGHWAY 19, 8.0 FT. NORTHWEST OF NORTHWEST CORNER OF GARAGE, AND AL0306'2.5 FT. WEST OF A TELEPHONE POLE NUMBER 400 OVER 28. AL0306' AL0306'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER. AL0306 AL0306 STATION RECOVERY (1975) AL0306 AL0306'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AL0306'0.5 MI S FROM TARPON SPRINGS. AL0306'THIS STATIN IS ABOUT 0.5 MILE SOUTH OF TARPON SPRINGS, ABOUT AL0306'1.5 MILE EAST OF THE GULF OF MEXICO. TO REACH STATION FROM THE AL0306'INTERSECTION OF U.S. ALT. HIGHWAY 19 (SOUTH PINELLAS AVENUE) AL0306'AND S.R. 582 (TARPON STREET) IN TARPON SPRINGS, RUN SOUTHERLY AL0306'ON U.S. ALT. HIGHWAY 19 FOR 1.4 MILE TO STATION ON LEFT, AL0306'39.5 FT. SOUTH OF THE SOUTHWEST CORNER OF A 2 STORY STUCCO AL0306'HOUSE AT 720 U.S. ALT. HIGHWAY 19, 30 FT. NORTHWEST OF A AL0306'POWER-GUY POLE NUMBER 12A 5864R, 37 FT. WEST OF CENTER OF U.S. AL0306'ALT. HIGHWAY 19, 8 FT. NORTHWEST OF NORTHWEST CORNER OF GARAGE, AL0306'2.5 FT. WEST OF TELEPHONE POLE NUMBER 400/28. SET IN TOP OF AL0306'CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 24, AL0306'T 27S, R 15E AL0306 AL0306 STATION RECOVERY (1984) AL0306 AL0306'RECOVERY NOTE BY US POWER SQUADRON 1984 (ECP) AL0306'GOOD CONDITION--WITNESS POST SIGN INDISTINCT. AL0306 AL0306 STATION RECOVERY (1990) AL0306 AL0306'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG) AL0306'RECOVERED IN GOOD CONDITION. AL0306 AL0306 STATION RECOVERY (2001) AL0306 AL0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AL0306'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AL0306 AL0306 STATION RECOVERY (2005) AL0306 AL0306'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN) AL0306'1 INCH FROM END OF CONCRETE FENCE FOOTING' AL0306'3 FT E OF POLE NO.1845 AL0306 AL0306 STATION RECOVERY (2005) AL0306 AL0306'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN) AL0306'1 INCH W OF W END OF LOW CONCRETE WALL. 3FT SE OF POLE NO. 1845 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AG7090 *********************************************************************** AG7090 DESIGNATION - POWER J AG7090 PID - AG7090 AG7090 STATE/COUNTY- FL/PINELLAS AG7090 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG7090 AG7090 *CURRENT SURVEY CONTROL AG7090 ___________________________________________________________________ AG7090* NAD 83(1990)- 27 44 53.98574(N) 082 40 06.46141(W) ADJUSTED AG7090* NAVD 88 - 10.616 (meters) 34.83 (feet) ADJUSTED AG7090 ___________________________________________________________________ AG7090 LAPLACE CORR- -1.79 (seconds) DEFLEC99 AG7090 GEOID HEIGHT- -24.45 (meters) GEOID03 AG7090 DYNAMIC HT - 10.600 (meters) 34.78 (feet) COMP AG7090 MODELED GRAV- 979,172.7 (mgal) NAVD 88 AG7090 AG7090 HORZ ORDER - SECOND AG7090 VERT ORDER - SECOND CLASS II AG7090 AG7090.The horizontal coordinates were established by classical geodetic methods AG7090.and adjusted by the National Geodetic Survey in May 1991. AG7090 AG7090.The orthometric height was determined by differential leveling AG7090.and adjusted by the National Geodetic Survey in June 1991. AG7090 AG7090.The Laplace correction was computed from DEFLEC99 derived deflections. AG7090 AG7090.The geoid height was determined by GEOID03. AG7090 AG7090.The dynamic height is computed by dividing the NAVD 88 AG7090.geopotential number by the normal gravity value computed on the AG7090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7090.degrees latitude (g = 980.6199 gals.). AG7090 AG7090.The modeled gravity was interpolated from observed gravity values. AG7090 AG7090; North East Units Scale Factor Converg. AG7090;SPC FL W - 378,500.124 134,099.775 MT 0.99999476 -0 18 40.5 AG7090;UTM 17 - 3,070,438.981 335,559.844 MT 0.99993377 -0 46 37.2 AG7090 AG7090! - Elev Factor x Scale Factor = Combined Factor AG7090!SPC FL W - 1.00000217 x 0.99999476 = 0.99999693 AG7090!UTM 17 - 1.00000217 x 0.99993377 = 0.99993594 AG7090 AG7090: Primary Azimuth Mark Grid Az AG7090:SPC FL W - POWER K 088 45 04.9 AG7090:UTM 17 - POWER K 089 13 01.6 AG7090 AG7090|---------------------------------------------------------------------| AG7090| PID Reference Object Distance Geod. Az | AG7090| dddmmss.s | AG7090| AG7091 POWER K APPROX. 0.5 KM 0882624.4 | AG7090|---------------------------------------------------------------------| AG7090 AG7090 SUPERSEDED SURVEY CONTROL AG7090 AG7090 NAD 83(1986)- 27 44 53.99083(N) 082 40 06.47421(W) AD( ) 2 AG7090 NAD 27 - 27 44 52.88987(N) 082 40 07.11750(W) AD( ) 2 AG7090 NGVD 29 (??/??/92) 10.891 (m) 35.73 (f) ADJ UNCH 2 2 AG7090 AG7090.Superseded values are not recommended for survey control. AG7090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7090.See file dsdata.txt to determine how the superseded data were derived. AG7090 AG7090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3556070439(NAD 83) AG7090_MARKER: DD = SURVEY DISK AG7090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7090_SP_SET: CONCRETE POST AG7090_STAMPING: POWER J AG7090_MARK LOGO: FL-103 AG7090_PROJECTION: FLUSH AG7090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7090+STABILITY: SURFACE MOTION AG7090 AG7090 HISTORY - Date Condition Report By AG7090 HISTORY - 1977 MONUMENTED FL-103 AG7090 HISTORY - 1977 GOOD FL-103 AG7090 HISTORY - 20040117 MARK NOT FOUND USPSQD AG7090 HISTORY - 20050331 MARK NOT FOUND USPSQD AG7090 AG7090 STATION DESCRIPTION AG7090 AG7090'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 AG7090'IN ST PETERSBURG. AG7090'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 34TH ST. S. AG7090'AND PINELLAS BAYWAY 54TH AVE. S. U.S. ALT. HWY. 19A, RUN NORTHERLY ON AG7090'U.S. HWY. 19 FOR 2.1 MILES TO 22ND AVE. S. TURN RIGHT AND RUN EASTERLY AG7090'ON 22ND AVE. S. FOR 0.65 MILE TO THE INTERSECTION OF 26TH ST. S. AG7090'STATION ON RIGHT, S.E. CORNER, 23.2 FT. SOUTH OF THE CENTERLINE OF AG7090'22ND AVE. S., 31.7 FT. EAST OF THE CENTERLINE OF 26TH ST. S., 85.3 FT. AG7090'N.E. OF THE N.E. CORNER OF A SINGLE STORY BLOCK HOUSE 2201 26TH ST. AG7090'S., 10.0 FT. NORTH OF THE FACE OF SIDEWALK, 4.6 FT. EAST OF A POWER AG7090'POLE NO NUMBER, 2.8 FT. SOUTH OF THE BACK OF CURB. SET IN THE TOP OF A AG7090'CONCRETE POST THAT IS FLUSH WITH THE GROUND. AG7090 AG7090 STATION RECOVERY (1977) AG7090 AG7090'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977 (DF) AG7090'THE STATION IS LOCATED IN THE SOUTHEASTERN PORTION OF THE CITY OF AG7090'ST. PETERSBURG, ABOUT .50 MILE NORTHWEST OF LAKE MAGGIORE, IN AG7090'SECTION 35, TOWNSHIP 31 SOUTH, RANGE 16 EAST. AG7090' AG7090'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 (34TH STREET NORTH) AG7090'AND CENTRAL AVENUE IN ST. PETERSBURG, GO SOUTH ON U.S. HIGHWAY 19 AG7090'FOR 1.6 MILES TO THE INTERSECTION OF 22ND AVENUE SOUTH. TURN LEFT AG7090'AND GO EAST ON 22ND AVENUE SOUTH (LAKEVIEW AVENUE) FOR .70 MILE AG7090'TO THE INTERSECTION OF 26TH STREET SOUTH. STATION IS IN THE AG7090'SOUTHEAST CORNER OF THE INTERSECTION AS DESCRIBED. AG7090' AG7090'BRONZE DISK STAMPED POWER J SET IN TOP OF A 12-INCH DIAMETER AG7090'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG7090' AG7090'IT IS 31.3 FEET EAST OF CENTER OF 26TH STREET SOUTH, 22.9 FEET AG7090'SOUTH OF CENTER OF 22ND AVENUE SOUTH, AND 4.2 FEET NORTHEAST OF A AG7090'POWER AND LIGHT POLE. AG7090' AG7090'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG7090 AG7090 STATION RECOVERY (2004) AG7090 AG7090'RECOVERY NOTE BY US POWER SQUADRON 2004 (SGR) AG7090'MARK NOT FOUND. AG7090 AG7090 STATION RECOVERY (2005) AG7090 AG7090'RECOVERY NOTE BY US POWER SQUADRON 2005 AG7090'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AL0379 *********************************************************************** AL0379 DESIGNATION - SPONGER C AZ MK 1 AL0379 PID - AL0379 AL0379 STATE/COUNTY- FL/PINELLAS AL0379 USGS QUAD - TARPON SPRINGS (1995) AL0379 AL0379 *CURRENT SURVEY CONTROL AL0379 ___________________________________________________________________ AL0379* NAD 83(1990)- 28 09 06.26750(N) 082 46 39.61289(W) ADJUSTED AL0379* NAVD 88 - 1.253 (meters) 4.11 (feet) ADJUSTED AL0379 ___________________________________________________________________ AL0379 LAPLACE CORR- -1.82 (seconds) DEFLEC99 AL0379 GEOID HEIGHT- -25.07 (meters) GEOID03 AL0379 DYNAMIC HT - 1.251 (meters) 4.10 (feet) COMP AL0379 MODELED GRAV- 979,195.3 (mgal) NAVD 88 AL0379 AL0379 HORZ ORDER - SECOND AL0379 VERT ORDER - SECOND CLASS I AL0379 AL0379.The horizontal coordinates were established by classical geodetic methods AL0379.and adjusted by the National Geodetic Survey in May 1991. AL0379 AL0379.The orthometric height was determined by differential leveling AL0379.and adjusted by the National Geodetic Survey in June 1991. AL0379 AL0379.The Laplace correction was computed from DEFLEC99 derived deflections. AL0379 AL0379.The geoid height was determined by GEOID03. AL0379 AL0379.The dynamic height is computed by dividing the NAVD 88 AL0379.geopotential number by the normal gravity value computed on the AL0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL0379.degrees latitude (g = 980.6199 gals.). AL0379 AL0379.The modeled gravity was interpolated from observed gravity values. AL0379 AL0379; North East Units Scale Factor Converg. AL0379;SPC FL W - 423,268.613 123,617.505 MT 1.00001316 -0 22 00.9 AL0379;UTM 17 - 3,115,289.552 325,444.779 MT 0.99997607 -0 50 20.2 AL0379 AL0379! - Elev Factor x Scale Factor = Combined Factor AL0379!SPC FL W - 1.00000374 x 1.00001316 = 1.00001690 AL0379!UTM 17 - 1.00000374 x 0.99997607 = 0.99997981 AL0379 AL0379 SUPERSEDED SURVEY CONTROL AL0379 AL0379 NAD 83(1986)- 28 09 06.27500(N) 082 46 39.62274(W) AD( ) 2 AL0379 NAD 27 - 28 09 05.22590(N) 082 46 40.25569(W) AD( ) 2 AL0379 NGVD 29 (??/??/92) 1.513 (m) 4.96 (f) ADJ UNCH 2 1 AL0379 AL0379.Superseded values are not recommended for survey control. AL0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0379.See file dsdata.txt to determine how the superseded data were derived. AL0379 AL0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2544515290(NAD 83) AL0379_MARKER: DZ = AZIMUTH MARK DISK AL0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT AL0379_STAMPING: SPONGER C AZ-1 AL0379_MARK LOGO: FL-103 AL0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0379+STABILITY: SURFACE MOTION AL0379 AL0379 HISTORY - Date Condition Report By AL0379 HISTORY - 1973 MONUMENTED FL-103 AL0379 HISTORY - 1975 GOOD FLDT AL0379 HISTORY - 1983 GOOD FLDNR AL0379 HISTORY - 1990 GOOD USPSQD AL0379 HISTORY - 20050215 MARK NOT FOUND USPSQD AL0379 AL0379 STATION DESCRIPTION AL0379 AL0379'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 AL0379'SEE STATION SPONGER C AL0379 AL0379 STATION RECOVERY (1975) AL0379 AL0379'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AL0379'AT W TARPON SPRINGS. AL0379'TO REACH STATION FROM THE JUNCTION OF U.S. ALT. 19 AND KLOSTERMAN AL0379'RD. (C.R. 79), RUN W. ON C.R. 79 FOR 0.7 MILE TO C.R. 78, THENCE AL0379'RUN N. FOR 0.5 MILE TO C.R. 80, THENCE RUN W. ON C.R. 80 TO T AL0379'JUNCTION WITH S. FLA. AVE. (C.R. 78), THENCE RUN N. ON FLA. AVE. AL0379'FOR 1.9 MILE TO RIVERSIDE DR., THENCE RUN SE ON RIVERSIDE DR. AL0379'FOR 0.5 MILE. STATION ON RIGHT 200 FT. SW OF INTERSECTION OF AL0379'SUNSET DR. AND RIVERSIDE DR., 253 FT. NW OF FIRE HYDRANT AT NE AL0379'CORNER OF SEMINOLE BLVD., 163 FT. SW OF POWER POLE NUMBER 12A-4300, AL0379'24 FT. W. OF CENTERLINE OF RIVERSIDE DR. SET IN TOP OF CONCRETE AL0379'POST THAT IS 0.3 FT. BELOW GROUND. SECTION 11, T 27S, R 15E AL0379 AL0379 STATION RECOVERY (1983) AL0379 AL0379'RECOVERY NOTE BY FL DEPT OF NAT RES 1983 AL0379'RECOVERED IN GOOD CONDITION. STAMPING--SPONGER AZ.1.HE. AL0379 AL0379 STATION RECOVERY (1990) AL0379 AL0379'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG) AL0379'RECOVERED IN GOOD CONDITION. AL0379 AL0379 STATION RECOVERY (2005) AL0379 AL0379'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN) AL0379'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AL0400 *********************************************************************** AL0400 DESIGNATION - TARPON F AL0400 PID - AL0400 AL0400 STATE/COUNTY- FL/PINELLAS AL0400 USGS QUAD - TARPON SPRINGS (1995) AL0400 AL0400 *CURRENT SURVEY CONTROL AL0400 ___________________________________________________________________ AL0400* NAD 83(1990)- 28 09 07.77195(N) 082 46 53.13151(W) ADJUSTED AL0400* NAVD 88 - 4.395 (meters) 14.42 (feet) ADJUSTED AL0400 ___________________________________________________________________ AL0400 LAPLACE CORR- -1.83 (seconds) DEFLEC99 AL0400 GEOID HEIGHT- -25.07 (meters) GEOID03 AL0400 DYNAMIC HT - 4.388 (meters) 14.40 (feet) COMP AL0400 MODELED GRAV- 979,195.3 (mgal) NAVD 88 AL0400 AL0400 HORZ ORDER - SECOND AL0400 VERT ORDER - SECOND CLASS I AL0400 AL0400.The horizontal coordinates were established by classical geodetic methods AL0400.and adjusted by the National Geodetic Survey in May 1991. AL0400 AL0400.The orthometric height was determined by differential leveling AL0400.and adjusted by the National Geodetic Survey in June 1991. AL0400.WARNING-Repeat measurements at this control monument indicate possible AL0400.vertical movement. AL0400 AL0400.The Laplace correction was computed from DEFLEC99 derived deflections. AL0400 AL0400.The geoid height was determined by GEOID03. AL0400 AL0400.The dynamic height is computed by dividing the NAVD 88 AL0400.geopotential number by the normal gravity value computed on the AL0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL0400.degrees latitude (g = 980.6199 gals.). AL0400 AL0400.The modeled gravity was interpolated from observed gravity values. AL0400 AL0400; North East Units Scale Factor Converg. AL0400;SPC FL W - 423,317.293 123,248.958 MT 1.00001385 -0 22 07.3 AL0400;UTM 17 - 3,115,341.265 325,076.659 MT 0.99997766 -0 50 26.6 AL0400 AL0400! - Elev Factor x Scale Factor = Combined Factor AL0400!SPC FL W - 1.00000325 x 1.00001385 = 1.00001710 AL0400!UTM 17 - 1.00000325 x 0.99997766 = 0.99998091 AL0400 AL0400: Primary Azimuth Mark Grid Az AL0400:SPC FL W - SPONGER A 180 23 17.9 AL0400:UTM 17 - SPONGER A 180 51 37.2 AL0400 AL0400|---------------------------------------------------------------------| AL0400| PID Reference Object Distance Geod. Az | AL0400| dddmmss.s | AL0400| AL0374 SPONGER A APPROX. 0.8 KM 1800110.6 | AL0400| AL0399 TARPON E 431.499 METERS 3570722.8 | AL0400|---------------------------------------------------------------------| AL0400 AL0400 SUPERSEDED SURVEY CONTROL AL0400 AL0400 NAD 83(1986)- 28 09 07.77948(N) 082 46 53.14135(W) AD( ) 2 AL0400 NAD 27 - 28 09 06.73105(N) 082 46 53.77482(W) AD( ) 2 AL0400 NGVD 29 (??/??/92) 4.661 (m) 15.29 (f) ADJ UNCH 2 1 AL0400 AL0400.Superseded values are not recommended for survey control. AL0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0400.See file dsdata.txt to determine how the superseded data were derived. AL0400 AL0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2507715341(NAD 83) AL0400_MARKER: DD = SURVEY DISK AL0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT AL0400_STAMPING: TARPON F AL0400_MARK LOGO: FL-103 AL0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0400+STABILITY: SURFACE MOTION AL0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL0400+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005 AL0400 AL0400 HISTORY - Date Condition Report By AL0400 HISTORY - 1974 MONUMENTED FL-103 AL0400 HISTORY - 1975 GOOD FLDT AL0400 HISTORY - 1983 GOOD FLDNR AL0400 HISTORY - 1984 GOOD USPSQD AL0400 HISTORY - 1990 GOOD USPSQD AL0400 HISTORY - 20050215 GOOD USPSQD AL0400 AL0400 STATION DESCRIPTION AL0400 AL0400'DESCRIBED BY PINELLAS COUNTY FLORIDA 1974 (DF) AL0400'THE STATION IS ABOUT 1.2 MILES NORTHWEST OF TARPON SPRINGS, 0.75 AL0400'MILE EAST OF GULF OF MEXICO, IN SECTION 11, TOWNSHIP 27 SOUTH, AL0400'RANGE 15 EAST. AL0400' AL0400'IT IS IN THE SOUTHEAST CORNER OF THE INTERSECTION OF N. FLORIDA AL0400'AVE AND SUNSET DRIVE (CR 78 AND ENTRANCE TO FRED H. HOWARD PARK) AL0400'AS DESCRIBED. AL0400' AL0400'BRONZE DISK STAMPED TARPON F SET IN TOP OF A 12-INCH DIAMETER AL0400'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS AL0400'ABOUT 47 FT. EAST OF A FIRE HYDRANT, 20 FT. EAST OF CENTER OF AL0400'N. FLORIDA AVE., 20 FT. SOUTH OF A STRONG-BACK POLE NO. 12A 4001, AL0400'AND 2 FT. WEST OF THE SOUTHWEST CORNER OF PLANTER AROUND THE FRED AL0400'H. HOWARD PARK SIGN. AL0400' AL0400'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER. AL0400 AL0400 STATION RECOVERY (1975) AL0400 AL0400'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AL0400'AT W TARPON SPRINGS. AL0400'THE STATION IS ABOUT 1.2 MILE NW OF TARPON SPRINGS, 0.75 MILE EAST AL0400'OF GULF OF MEXICO. TO REACH STATION FROM THE JUNCTION OF U.S. AL0400'ALT. 19 AND KLOSTERMAN RD. (C.R. 79), RUN W. ALONG C.R. 79 FOR AL0400'0.7 MILE TO C.R. 78, THENCE RUN N. ALONG C.R. 78 FOR 0.5 MILE TO AL0400'C.R. 80, THENCE W. ALONG C.R. 80 TO T JUNCTION WITH S. FLA. AVE. AL0400'(C.R. 78), THENCE N. FOR 1.5 MILE ALONG FLA. AVE. (C.R. 78) TO AL0400'SUNSET DR. (C.R. 78), (ENTRANCE TO FRED H. HOWARD PARK). STATION AL0400'IS IN THE SE CORNER OF INTERSECTION, 47 FT. E. OF FIRE HYDRANT, AL0400'20 FT. E. OF CENTERLINE OF N. FLA. AVE., 20 FT. S. OF STRONGBACK AL0400'POLE NO. 12A-4001, 2 FT. W. OF SW CORNER OF PLANTER AROUND PARK AL0400'ENTRANCE SIGN. SET IN TOP OF CONCRETE POST THAT IS FLUSH WITH AL0400'THE GROUND. SECTION 11, T 27S, R 15E AL0400 AL0400 STATION RECOVERY (1983) AL0400 AL0400'RECOVERY NOTE BY FL DEPT OF NAT RES 1983 AL0400'RECOVERED IN GOOD CONDITION. AL0400 AL0400 STATION RECOVERY (1984) AL0400 AL0400'RECOVERY NOTE BY US POWER SQUADRON 1984 (ECP) AL0400'RECOVERED GOOD CONDITION. AL0400 AL0400 STATION RECOVERY (1990) AL0400 AL0400'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG) AL0400'RECOVERED IN GOOD CONDITION. AL0400 AL0400 STATION RECOVERY (2005) AL0400 AL0400'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN) AL0400'ENTRANCE TO FRED HOWARD PARK AND ENTRANCE PLANTER ARE 0.2 MI WEST OF AL0400'INTERSECTION OF FLORIDA AVE AND SUNSET DR, NOT AS DESCRIBED