1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AG0181 *********************************************************************** AG0181 DESIGNATION - 324 FLHD AG0181 PID - AG0181 AG0181 STATE/COUNTY- FL/PINELLAS AG0181 USGS QUAD - ST PETERSBURG (1987) AG0181 AG0181 *CURRENT SURVEY CONTROL AG0181 ___________________________________________________________________ AG0181* NAD 83(1986)- 27 49 43. (N) 082 43 41. (W) SCALED AG0181* NAVD 88 - 3.889 (meters) 12.76 (feet) ADJUSTED AG0181 ___________________________________________________________________ AG0181 GEOID HEIGHT- -24.46 (meters) GEOID03 AG0181 DYNAMIC HT - 3.884 (meters) 12.74 (feet) COMP AG0181 MODELED GRAV- 979,180.3 (mgal) NAVD 88 AG0181 AG0181 VERT ORDER - SECOND CLASS II AG0181 AG0181.The horizontal coordinates were scaled from a topographic map and have AG0181.an estimated accuracy of +/- 6 seconds. AG0181 AG0181.The orthometric height was determined by differential leveling AG0181.and adjusted by the National Geodetic Survey in June 1991. AG0181 AG0181.The geoid height was determined by GEOID03. AG0181 AG0181.The dynamic height is computed by dividing the NAVD 88 AG0181.geopotential number by the normal gravity value computed on the AG0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0181.degrees latitude (g = 980.6199 gals.). AG0181 AG0181.The modeled gravity was interpolated from observed gravity values. AG0181 AG0181; North East Units Estimated Accuracy AG0181;SPC FL W - 387,430. 128,280. MT (+/- 180 meters Scaled) AG0181 AG0181 SUPERSEDED SURVEY CONTROL AG0181 AG0181 NGVD 29 (??/??/92) 4.154 (m) 13.63 (f) ADJ UNCH 2 2 AG0181 AG0181.Superseded values are not recommended for survey control. AG0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0181.See file dsdata.txt to determine how the superseded data were derived. AG0181 AG0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298794(NAD 83) AG0181_MARKER: DD = SURVEY DISK AG0181_SETTING: 30 = SET IN A LIGHT STRUCTURE AG0181_SP_SET: CULVERT AG0181_STAMPING: 324 AG0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0181+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005 AG0181 AG0181 HISTORY - Date Condition Report By AG0181 HISTORY - UNK MONUMENTED FLHD AG0181 HISTORY - 1976 GOOD NGS AG0181 HISTORY - 20050829 GOOD POLASS AG0181 AG0181 STATION DESCRIPTION AG0181 AG0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0181'0.1 MI S FROM PINELLAS PARK. AG0181'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A AG0181'(SR-693, 66 ST.) AND SR-595 (TYRONE BLVD., U.S. ALT. HWY. 19). RUN AG0181'NORTHERLY ON U.S. ALT. HWY. 19A FOR 2.45 MILES. STATION ON RIGHT, AG0181'60.0 FT. EAST OF THE CENTERLINE OF 66 ST., 243.0 FT. SOUTH OF THE AG0181'CENTERLINE OF 62 AVE. N. SET IN THE TOP OF A CONCRETE HEAD WALL. AG0181'SECTION 32, T 30, R 16. AG0181 AG0181 STATION RECOVERY (2005) AG0181 AG0181'RECOVERY NOTE BY POLARIS ASSOCIATES 2005 (TME) AG0181'UNDISTURBED AND STABLE. STEEP SLOPE, NOT SUITED FOR TRIPOD SETUP. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AL0666 *********************************************************************** AL0666 DESIGNATION - HATCHERY AL0666 PID - AL0666 AL0666 STATE/COUNTY- FL/PINELLAS AL0666 USGS QUAD - OLDSMAR (1987) AL0666 AL0666 *CURRENT SURVEY CONTROL AL0666 ___________________________________________________________________ AL0666* NAD 83(1999)- 28 04 57.02888(N) 082 43 22.43411(W) ADJUSTED AL0666* NAVD 88 - 23.3 (meters) 76. (feet) GPS OBS AL0666 ___________________________________________________________________ AL0666 X - 713,321.755 (meters) COMP AL0666 Y - -5,586,059.716 (meters) COMP AL0666 Z - 2,984,574.676 (meters) COMP AL0666 LAPLACE CORR- -1.63 (seconds) DEFLEC99 AL0666 ELLIP HEIGHT- -1.66 (meters) (05/29/03) GPS OBS AL0666 GEOID HEIGHT- -24.96 (meters) GEOID03 AL0666 AL0666 HORZ ORDER - FIRST AL0666 ELLP ORDER - FOURTH CLASS II AL0666 AL0666.The horizontal coordinates were established by GPS observations AL0666.and adjusted by the National Geodetic Survey in May 2003. AL0666 AL0666.The orthometric height was determined by GPS observations and a AL0666.high-resolution geoid model. AL0666 AL0666.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL0666 AL0666.The Laplace correction was computed from DEFLEC99 derived deflections. AL0666 AL0666.The ellipsoidal height was determined by GPS observations AL0666.and is referenced to NAD 83. AL0666 AL0666.The geoid height was determined by GEOID03. AL0666 AL0666; North East Units Scale Factor Converg. AL0666;SPC FL W - 415,562.994 128,951.722 MT 1.00000346 -0 20 25.1 AL0666;UTM 17 - 3,107,540.638 330,715.181 MT 0.99995371 -0 48 40.4 AL0666 AL0666! - Elev Factor x Scale Factor = Combined Factor AL0666!SPC FL W - 1.00000026 x 1.00000346 = 1.00000372 AL0666!UTM 17 - 1.00000026 x 0.99995371 = 0.99995397 AL0666 AL0666: Primary Azimuth Mark Grid Az AL0666:SPC FL W - HATCHERY RM 3 358 22 41.0 AL0666:UTM 17 - HATCHERY RM 3 358 50 56.3 AL0666 AL0666|---------------------------------------------------------------------| AL0666| PID Reference Object Distance Geod. Az | AL0666| dddmmss.s | AL0666| CW6098 HATCHERY RM 1 24.616 METERS 00506 | AL0666| CS4067 HATCHERY RM 4 11.606 METERS 13135 | AL0666| CS4068 HATCHERY RM 5 11.123 METERS 20504 | AL0666| AL0652 DUNEDIN RAD STA WDCL MAST APPROX. 3.1 KM 2053509.7 | AL0666| AL7764 HATCHERY K 2 317.479 METERS 24407 | AL0666| CW6099 HATCHERY RM 2 24.348 METERS 25955 | AL0666| AL0717 HATCHERY K 391.760 METERS 26937 | AL0666| CW6100 HATCHERY RM 3 3580215.9 | AL0666|---------------------------------------------------------------------| AL0666 AL0666 SUPERSEDED SURVEY CONTROL AL0666 AL0666 NAD 83(1990)- 28 04 57.02714(N) 082 43 22.43407(W) AD( ) 1 AL0666 NAD 83(1986)- 28 04 57.03402(N) 082 43 22.44438(W) AD( ) 1 AL0666 NAD 27 - 28 04 55.97572(N) 082 43 23.08203(W) AD( ) 1 AL0666 NGVD 29 (07/19/86) 23.7 (m) 78. (f) VERT ANG AL0666 AL0666.Superseded values are not recommended for survey control. AL0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0666.See file dsdata.txt to determine how the superseded data were derived. AL0666 AL0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3071507541(NAD 83) AL0666_MARKER: DS = TRIANGULATION STATION DISK AL0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0666_SP_SET: TOP OF SQUARE CONCRETE MONUMENT AL0666_STAMPING: HATCHERY 1973 AL0666_MARK LOGO: NGS AL0666_MAGNETIC: O = OTHER; SEE DESCRIPTION AL0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0666+STABILITY: SURFACE MOTION AL0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL0666+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2005 AL0666 AL0666 HISTORY - Date Condition Report By AL0666 HISTORY - 1973 MONUMENTED NGS AL0666 HISTORY - 1975 GOOD NGS AL0666 HISTORY - 19840615 GOOD NGS AL0666 HISTORY - 1988 MARK NOT FOUND USPSQD AL0666 HISTORY - 20050907 GOOD FL-103 AL0666 AL0666 STATION DESCRIPTION AL0666 AL0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AL0666'THE STATION IS ABOUT 3-1/2 MILES SOUTHEAST OF TARPON SPRINGS, AL0666'3 MILES NORTHEAST OF OZONA, 2-1/2 MILES EAST OF PALM HARBOR AL0666'AND ON COUNTY ROAD RIGHT OF WAY. AL0666' AL0666'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND AL0666'STATE HIGHWAY 584 ABOUT 2 MILES EAST OF OZONA, GO NORTH ON AL0666'HIGHWAY 19 FOR 1.8 MILES TO A CROSSROAD. TURN RIGHT AND GO AL0666'EAST ON COUNTY ROAD 87 (ALDERMAN ROAD) FOR 1.0 MILE TO A POINT AL0666'WHERE THE ROAD TURNS RIGHT AND A SAND DRIVEWAY CONTINUES AL0666'AHEAD. TURN RIGHT AND GO SOUTH ON COUNTY ROAD 90 FOR 0.1 MILE AL0666'TO REFERENCE MARK 3 ON THE RIGHT. CONTINUE SOUTH ON COUNTY AL0666'ROAD 90 FOR 0.65 MILE TO THE STATION ON THE LEFT AT A POINT AL0666'WHERE THE ROAD TURNS RIGHT AND GOES WEST. AL0666' AL0666'SURFACE AND UNDERGROUND MARKS, STAMPED HATCHERY 1972 ARE AL0666'STANDARD DISKS. THE SURFACE MARK IS SET IN A ROUND CONCRETE AL0666'MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 37 FEET SOUTHEAST AL0666'OF THE CENTER OF COUNTY ROAD 90, 35 FEET SOUTHWEST OF THE AL0666'CENTER OF A DIM FIELD ROAD, 30.5 FEET NORTHEAST OF AN ORANGE TREE AL0666'AND 5 FEET NORTHWEST OF A METAL WITNESS POST. AL0666' AL0666'REFERENCE MARK 1, STAMPED HATCHERY NO 1 1972 IS A STANDARD AL0666'DISK SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE AL0666'GROUND. IT IS 84.3 FEET NORTH OF THE METAL WITNESS POST SET AT AL0666'THE STATION, 46 FEET NORTH OF THE CENTER OF THE FIELD ROAD, 22 AL0666'FEET NORTHWEST OF AN ORANGE TREE AND 20.5 FEET EAST OF THE AL0666'CENTER OF COUNTY ROAD 90. AL0666' AL0666'REFERENCE MARK 2, STAMPED HATCHERY NO 2 1972 IS A STANDARD AL0666'DISK SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE AL0666'GROUND. IT IS 96.5 FEET SOUTHWEST OF THE CENTER OF THE FIELD AL0666'ROAD, 82.5 FEET WEST OF THE METAL WITNESS POST SET AT THE AL0666'STATION, 19 FEET SOUTH OF THE CENTER OF COUNTY ROAD 90 AND AL0666'18.5 FEET NORTHWEST OF AN ORANGE TREE. AL0666' AL0666'REFERENCE MARK 3, STAMPED HATCHERY NO 3 1972 IS A STANDARD AL0666'DISK SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE AL0666'GROUND. IT IS 21 FEET NORTHEAST OF AN ORANGE TREE, 19 FEET AL0666'SOUTHEAST OF AN ORANGE TREE, 19 FEET WEST OF THE CENTER OF AL0666'COUNTY ROAD 90 AND 1.5 FEET EAST OF A POWER POLE. AL0666' AL0666'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS. AL0666 AL0666 STATION RECOVERY (1975) AL0666 AL0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN) AL0666'STATION MARK, REFERENCE MARKS 1, 2 AND 3 (AZ MK) WERE RECOVERED AL0666'AND FOUND IN GOOD CONDITION. THE STATION WAS VISITED BY REQUEST AL0666'OF GEORGE YOUNG CIVIL ENGINEERS AND LAND SURVEYORS OF AL0666'ST. PETERSBURG, WHO STATED THE DESCRIPTION TO RECOVER THE AL0666'STATION WAS INADEQUATE DUE TO THE MARKS IN AN ORANGE GROVE. A AL0666'COMPLETE NEW DESCRIPTION FOLLOWS. AL0666' AL0666'THE STATION IS ABOUT 3-1/2 MILES SOUTHEAST OF TARPON SPRINGS AL0666'AND ON THE SOUTHEAST SIDE OF CURVE ON RIGHT-OF-WAY OF COUNTY AL0666'ROAD 90. AL0666' AL0666'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND AL0666'STATE HIGHWAY 584, ABOUT 2 MILES EAST OF OZONA, GO NORTH ON AL0666'HIGHWAY 19 FOR 1.8 MILES TO A CROSSROAD. TURN RIGHT AND GO EAST AL0666'ON COUNTY ROAD 87 (ALDERMAN ROAD) FOR 1.0 MILE TO A POINT AL0666'WHERE THE ROAD TURNS RIGHT AND A SAND DRIVEWAY CONTINUES AL0666'AHEAD. TURN RIGHT AND GO SOUTH ON COUNTY ROAD 90 FOR 452 FEET AL0666'FROM THE CENTER LINE OF ALDERMAN ROAD TO REFERENCE MARK 3 AL0666'(AZIMUTH MARK) ON THE RIGHT. CONTINUE SOUTH ON COUNTY ROAD 90 AL0666'FOR 0.65 MILE TO WHERE THE ROAD TURNS RIGHT AND GOES WEST AND AL0666'THE STATION ON LEFT. AL0666' AL0666'SURFACE AND UNDERGROUND MARKS, STAMPED HATCHERY 1972 ARE AL0666'STANDARD DISKS. THE SURFACE MARK IS SET IN A ROUND CONCRETE AL0666'MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 37 FEET SOUTHEAST AL0666'OF THE CENTER OF COUNTY ROAD 90, 11 FEET EAST OF THE PROJECTED AL0666'CENTERLINE OF THE NORTH-SOUTH PORTION OF SURFACED ROAD AND 5 AL0666'FEET SOUTH OF THE PROJECTED CENTERLINE OF THE EAST-WEST PORTION AL0666'OF THE SURFACED COUNTY ROAD. AL0666' AL0666'REFERENCE MARK 1, STAMPED HATCHERY NO 1 1972, IS A STANDARD AL0666'DISK SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE AL0666'GROUND. IT IS 46 FEET NORTH OF THE CENTER OF A TRACK ROAD, AL0666'22 FEET NORTHWEST OF AN ORANGE TREE AND 20.5 FEET EAST OF THE AL0666'CENTER OF COUNTY ROAD. AL0666' AL0666'REFERENCE MARK 2, STAMPED HATCHERY NO 2 1972, IS A STANDARD AL0666'DISK SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE AL0666'GROUND. IT IS 96.5 FEET SOUTHWEST OF THE CENTER OF THE TRACK ROAD, AL0666'19.0 FEET SOUTH OF THE CENTER OF COUNTY ROAD AND 18.5 FEET AL0666'NORTHWEST OF AN ORANGE TREE. AL0666' AL0666'REFERENCE MARK 3 (AZIMUTH MARK), STAMPED HATCHERY NO 3 1972, AL0666'IS A STANDARD DISK SET IN A ROUND CONCRETE MONUMENT THAT IS AL0666'FLUSH WITH THE GROUND. IT IS 21 FEET NORTHEAST OF AN ORANGE TREE, AL0666'19 FEET SOUTHEAST OF AN ORANGE TREE, 19 FEET WEST OF THE CENTER AL0666'OF COUNTY ROAD AND 1.5 FEET EAST OF A METAL WITNESS POST AND AL0666'POWER LINE POLE. AL0666' AL0666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AL0666'2-1/2 MILES EAST OF PALM HARBOR. AL0666 AL0666 STATION RECOVERY (1984) AL0666 AL0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN) AL0666'STATION MARK WAS RECOVERED AFTER A LENGTHY SEARCH. STATION WAS FOUND AL0666'IN GOOD CONDITION. REFERENCE MARKS 1, 2 AND 3 (AZIMUTH MARK) WERE AL0666'SEARCHED FOR BUT NOT RECOVERED. APPARENTLY ALL WERE DESTROYED BY ROAD AL0666'CONSTRUCTION AND CONSTRUCTION OF HOMES IN THE HIGHLAND LAKES AL0666'SUB-DEVELOPMENT THAT STARTED IN 1975. STATION HATCHERY K-2 PINELLAS AL0666'COUNTY ENGINEERING DEPARTMENT STATION WAS RECOVERED AND USED AS THE AL0666'AZIMUTH MARK. REFERENCE MARKS 4 AND 5 WERE ESTABLISHED AT THIS TIME. AL0666'THE DISTANCE TO HATCHERY K-2 PCED WAS MEASURED AND A POLARIS AL0666'OBSERVATION WAS OBSERVED. DUE TO CHANGES, A COMPLETE NEW DESCRIPTION AL0666'FOLLOWS. THE STATION IS LOCATED ABOUT 5.60 KM (3.45 MI) SOUTHEAST OF AL0666'TARPON SPRINGS, IN HIGHLAND LAKES SUB-DEVELOPMENT AND IN THE SOUTHWEST AL0666'ANGLE OF JUNCTION AT MACGREGOR DRIVE AND SPREY COURT. TO REACH THE AL0666'STATION FROM THE JUNCTION OF U.S HIGHWAY 19 AND STATE HIGHWAY 584, AL0666'ABOUT 3.20 KM (2.00 MI) EAST OF OZONA, GO NORTH ON U.S HIGHWAY 19 FOR AL0666'2.88 KM (1.80 MI) TO ALDERMAN ROAD. TURN RIGHT AND GO EAST ON AL0666'ALDERMAN ROAD FOR 1.28 KM (0.80 MI) WHERE ROAD CURVES TO SOUTH. AL0666'CONTINUE SOUTHERLY ON ALDERMAN ROAD FOR 1.44 KM (0.90 MI) TO MACGREGOR AL0666'ROAD ON RIGHT. TURN RIGHT AND GO WEST ON 0.08 KM (0.05 MI) TO STATION AL0666'ON RIGHT. THE STATION IS A STANDARD, NGS, DISK STAMPED, ---HATCHERY AL0666'1973---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES, .30 AL0666'CM IN DIAMETER, PROJECTING 8 INCHES ABOVE THE GROUND. THE STATION IS AL0666'LOCATED 36.27 METERS (119.00 FT) EAST OF THE CENTER OF SPREY COURT, AL0666'13.56 METERS (44.49 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE AT AL0666'1606 SPREY COURT, 26.97 METERS (88.48 FT) EAST-SOUTHEAST OF THE AL0666'SOUTHEAST CORNER OF HOUSE AT 1605 CALEDONIA DRIVE, 5.64 METERS (18.50 AL0666'FT) NORTH OF THE CENTER OF MACGREGOR DRIVE, 15.09 METERS (49.51 FT) AL0666'EAST OF A CONCRETE UTILITY POLE WITH SECURITY LIGHT, 0.18 METERS (0.59 AL0666'FT) NORTH OF A METAL WITNESS POST. REFERENCE MARK NO 4, IS A STANDARD, AL0666'NGS, DISK STAMPED, ---HATCHERY 1973 NO 4 1984---, IS CEMENTED IN A AL0666'DRILL HOLE IN SOUTH CONCRETE GUTTER OF MACGREGOR DRIVE. THE STATION AL0666'IS LOCATED 3.20 METERS (10.50 FT) SOUTH OF THE CENTER OF MACGREGOR AL0666'DRIVE, 9.97 METERS (32.71 FT) NORTHEAST OF A WOODEN UTILITY POLE AL0666'NUMBERED 31789, 7.92 METERS (25.98 FT) NORTH OF THE NORTH EDGE OF GOLF AL0666'COURSE PARKING AREA AND .30 METERS (0.98 FT) LOWER THAN THE STATION. AL0666'REFERENCE MARK NO 5, IS A STANDARD, NGS, DISK STAMPED, ---HATCHERY AL0666'1973 NO 5 1984---, IS CEMENTED IN A DRILL HOLE IN SOUTH CONCRETE AL0666'GUTTER OF MACGREGOR DRIVE. THE STATION IS LOCATED 10.76 METERS (35.30 AL0666'FT) SOUTHEAST OF THE CONCRETE UTILITY POLE WITH SECURITY LIGHT, 8.84 AL0666'METERS (29.00 FT) NORTHWEST OF THE WOODEN UTILITY POLE, 3.20 METERS AL0666'(10.50 FT) SOUTH OF THE CENTER OF MACGREGOR DRIVE, AND .30 METERS AL0666'(0.98 FT) LOWER THAN THE STATION. AL0666 AL0666 STATION RECOVERY (1988) AL0666 AL0666'RECOVERY NOTE BY US POWER SQUADRON 1988 (WAC) AL0666'MARK NOT FOUND. AL0666 AL0666 STATION RECOVERY (2005) AL0666 AL0666'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 2005 (JN) AL0666'STAMPING IS HATCHERY 1972 NOT HATCHERY 1973. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AG7050 *********************************************************************** AG7050 DESIGNATION - MENORAH B AG7050 PID - AG7050 AG7050 STATE/COUNTY- FL/PINELLAS AG7050 USGS QUAD - ST PETERSBURG (1987) AG7050 AG7050 *CURRENT SURVEY CONTROL AG7050 ___________________________________________________________________ AG7050* NAD 83(1990)- 27 45 41.95465(N) 082 42 43.24452(W) ADJUSTED AG7050* NAVD 88 - 6.559 (meters) 21.52 (feet) ADJUSTED AG7050 ___________________________________________________________________ AG7050 LAPLACE CORR- -1.60 (seconds) DEFLEC99 AG7050 GEOID HEIGHT- -24.40 (meters) GEOID03 AG7050 DYNAMIC HT - 6.550 (meters) 21.49 (feet) COMP AG7050 MODELED GRAV- 979,174.8 (mgal) NAVD 88 AG7050 AG7050 HORZ ORDER - SECOND AG7050 VERT ORDER - SECOND CLASS II AG7050 AG7050.The horizontal coordinates were established by classical geodetic methods AG7050.and adjusted by the National Geodetic Survey in May 1991. AG7050 AG7050.The orthometric height was determined by differential leveling AG7050.and adjusted by the National Geodetic Survey in June 1991. AG7050 AG7050.The Laplace correction was computed from DEFLEC99 derived deflections. AG7050 AG7050.The geoid height was determined by GEOID03. AG7050 AG7050.The dynamic height is computed by dividing the NAVD 88 AG7050.geopotential number by the normal gravity value computed on the AG7050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7050.degrees latitude (g = 980.6199 gals.). AG7050 AG7050.The modeled gravity was interpolated from observed gravity values. AG7050 AG7050; North East Units Scale Factor Converg. AG7050;SPC FL W - 380,000.769 129,814.740 MT 1.00000196 -0 19 54.0 AG7050;UTM 17 - 3,071,974.331 331,287.390 MT 0.99995134 -0 47 51.5 AG7050 AG7050! - Elev Factor x Scale Factor = Combined Factor AG7050!SPC FL W - 1.00000280 x 1.00000196 = 1.00000476 AG7050!UTM 17 - 1.00000280 x 0.99995134 = 0.99995414 AG7050 AG7050: Primary Azimuth Mark Grid Az AG7050:SPC FL W - MENORAH B AZ MK 1 181 31 07.1 AG7050:UTM 17 - MENORAH B AZ MK 1 181 59 04.6 AG7050 AG7050|---------------------------------------------------------------------| AG7050| PID Reference Object Distance Geod. Az | AG7050| dddmmss.s | AG7050| AG2247 MENORAH B PT A 13.913 METERS 13037 | AG7050| AG7051 MENORAH B AZ MK 1 APPROX. 0.7 KM 1811113.1 | AG7050| AG7049 MENORAH B AZ MK 2 APPROX. 0.5 KM 3572202.1 | AG7050|---------------------------------------------------------------------| AG7050 AG7050 SUPERSEDED SURVEY CONTROL AG7050 AG7050 NAD 83(1986)- 27 45 41.96022(N) 082 42 43.25749(W) AD( ) 2 AG7050 NAD 27 - 27 45 40.86144(N) 082 42 43.89720(W) AD( ) 2 AG7050 NGVD 29 (??/??/92) 6.831 (m) 22.41 (f) ADJ UNCH 2 2 AG7050 AG7050.Superseded values are not recommended for survey control. AG7050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7050.See file dsdata.txt to determine how the superseded data were derived. AG7050 AG7050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3128771974(NAD 83) AG7050_MARKER: DD = SURVEY DISK AG7050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7050_SP_SET: CONCRETE POST AG7050_STAMPING: MENORAH B AG7050_PROJECTION: FLUSH AG7050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7050+STABILITY: SURFACE MOTION AG7050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG7050+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005 AG7050 AG7050 HISTORY - Date Condition Report By AG7050 HISTORY - 1973 MONUMENTED FL-103 AG7050 HISTORY - 1977 GOOD FL-103 AG7050 HISTORY - 19930129 GOOD USPSQD AG7050 HISTORY - 20030105 GOOD USPSQD AG7050 HISTORY - 20050913 GOOD USPSQD AG7050 AG7050 STATION DESCRIPTION AG7050 AG7050'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG7050'LOCATED AT BOCA CIEGA HIGH SCHOOL IN THE NORTH PART OF GULFPORT. AG7050' AG7050'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 (34TH STREET N) AND AG7050'CENTRAL AVENUE IN ST. PETERSBURG, GO WEST ON CENTRAL AVENUE FOR AG7050'2.0 MILES TO 58TH STREET N. TURN LEFT AND GO SOUTH ON 58TH STREET AG7050'N FOR 0.6 MILE TO STATION ON LEFT, WEST OF A CIRCULAR DRIVEWAY AS AG7050'DESCRIBED. AG7050' AG7050'BRONZE DISK STAMPED MENORAH-B SET IN THE TOP OF A 12 INCH DIAMETER AG7050'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. THE AG7050'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES AG7050'BELOW THE GROUND SURFACE. IT IS ABOUT 33 FEET EAST OF THE CENTER AG7050'OF 58TH STREET S PAVEMENT, 31.5 FEET NORTHWEST OF DANFORTH ANCHOR AG7050'AND 2 FEET EAST OF THE BACK OF SIDEWALK. AG7050' AG7050'AZIMUTH MARK 1 ABOUT 0.3 OF A MILE TO THE SOUTH, IS AT THE AG7050'SOUTHWEST CORNER OF 15TH AVENUE S AND 58TH STREET S AS DESCRIBED. AG7050' AG7050'BRONZE DISK STAMPED MENORAH-B AZ. 1 SET IN THE TOP OF A 12 INCH AG7050'DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT AG7050'IS ABOUT 8 FEET NORTHWEST OF POWER POLE NUMBER 3A2252, 3.8 FEET AG7050'SOUTHWEST OF A TRAFFIC LIGHT POLE, AND 3.2 FEET SOUTHEAST OF A AG7050'MANHOLE COVER. AG7050' AG7050'AZIMUTH MARK 2, ABOUT 0.3 OF A MILE TO THE NORTH, IS AT THE SOUTH AG7050'SOUTHWEST CORNER OF 5TH AVENUE S AND 58TH STREET S AS DESCRIBED. AG7050' AG7050'BRONZE DISK STAMPED MENORAH-B AZ. 2 SET IN THE TOP OF A 12 INCH AG7050'DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT AG7050'IS ABOUT 36 FEET SOUTH OF THE CENTER OF 5TH AVENUE S PAVEMENT, AG7050'30 FEET WEST OF THE CENTER OF PAVEMENT OF 58TH STREET S AND 1.0 AG7050'WEST OF A CONCRETE LIGHT POLE. AG7050' AG7050'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG7050 AG7050 STATION RECOVERY (1977) AG7050 AG7050'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977 AG7050'IN ST PETERSBURG. AG7050'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY 19 SR 595 AG7050'59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN EASTERLY ON SR AG7050'595 FOR 0.10 MILE TO THE INTERSECTION OF 58TH ST. N. TURN RIGHT AND AG7050'RUN SOUTHERLY ON 58TH ST. N. FOR 1.10 MILES. STATION ON LEFT, 33.4 AG7050'FT. EAST OF THE CENTERLINE OF 58TH ST., 104.3 FT. W.S.W. OF THE S.W. AG7050'CORNER OF A TWO STORY BLOCK BUILDING BOCA CIEGA HIGH SCHOOL AG7050'AUDITORIUM, 88.0 FT. NORTH OF THE CENTERLINE OF THE SOUTH ASPHALT AG7050'DRIVE FOR BUSES, 2.7 FT. EAST OF THE BACK OF SIDEWALK. SET IN THE TOP AG7050'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. AG7050 AG7050 STATION RECOVERY (1993) AG7050 AG7050'RECOVERY NOTE BY US POWER SQUADRON 1993 (WLR) AG7050'RECOVERED IN GOOD CONDITION. AG7050 AG7050 STATION RECOVERY (2003) AG7050 AG7050'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG7050'RECOVERED IN GOOD CONDITION. AG7050 AG7050 STATION RECOVERY (2005) AG7050 AG7050'RECOVERY NOTE BY US POWER SQUADRON 2005 (HOH) AG7050'SCHOOL BUILDING MAY INTERFERE WITH GPS SIGNALS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AG7049 *********************************************************************** AG7049 DESIGNATION - MENORAH B AZ MK 2 AG7049 PID - AG7049 AG7049 STATE/COUNTY- FL/PINELLAS AG7049 USGS QUAD - ST PETERSBURG (1987) AG7049 AG7049 *CURRENT SURVEY CONTROL AG7049 ___________________________________________________________________ AG7049* NAD 83(1990)- 27 45 58.71171(N) 082 42 44.11075(W) ADJUSTED AG7049* NAVD 88 - 8.562 (meters) 28.09 (feet) ADJUSTED AG7049 ___________________________________________________________________ AG7049 LAPLACE CORR- -1.60 (seconds) DEFLEC99 AG7049 GEOID HEIGHT- -24.40 (meters) GEOID03 AG7049 DYNAMIC HT - 8.549 (meters) 28.05 (feet) COMP AG7049 MODELED GRAV- 979,175.3 (mgal) NAVD 88 AG7049 AG7049 HORZ ORDER - SECOND AG7049 VERT ORDER - SECOND CLASS II AG7049 AG7049.The horizontal coordinates were established by classical geodetic methods AG7049.and adjusted by the National Geodetic Survey in May 1991. AG7049 AG7049.The orthometric height was determined by differential leveling AG7049.and adjusted by the National Geodetic Survey in June 1991. AG7049 AG7049.The Laplace correction was computed from DEFLEC99 derived deflections. AG7049 AG7049.The geoid height was determined by GEOID03. AG7049 AG7049.The dynamic height is computed by dividing the NAVD 88 AG7049.geopotential number by the normal gravity value computed on the AG7049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7049.degrees latitude (g = 980.6199 gals.). AG7049 AG7049.The modeled gravity was interpolated from observed gravity values. AG7049 AG7049; North East Units Scale Factor Converg. AG7049;SPC FL W - 380,516.717 129,794.008 MT 1.00000199 -0 19 54.6 AG7049;UTM 17 - 3,072,490.404 331,270.856 MT 0.99995141 -0 47 52.3 AG7049 AG7049! - Elev Factor x Scale Factor = Combined Factor AG7049!SPC FL W - 1.00000249 x 1.00000199 = 1.00000448 AG7049!UTM 17 - 1.00000249 x 0.99995141 = 0.99995390 AG7049 AG7049 SUPERSEDED SURVEY CONTROL AG7049 AG7049 NAD 83(1986)- 27 45 58.71728(N) 082 42 44.12367(W) AD( ) 2 AG7049 NAD 27 - 27 45 57.61908(N) 082 42 44.76327(W) AD( ) 2 AG7049 NGVD 29 (??/??/92) 8.833 (m) 28.98 (f) ADJ UNCH 2 2 AG7049 AG7049.Superseded values are not recommended for survey control. AG7049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7049.See file dsdata.txt to determine how the superseded data were derived. AG7049 AG7049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3127172490(NAD 83) AG7049_MARKER: DD = SURVEY DISK AG7049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7049_SP_SET: CONCRETE POST AG7049_STAMPING: MENORAH B AZ-2 AG7049_PROJECTION: RECESSED 5 CENTIMETERS AG7049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7049+STABILITY: SURFACE MOTION AG7049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7049+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005 AG7049 AG7049 HISTORY - Date Condition Report By AG7049 HISTORY - 1973 MONUMENTED FL-103 AG7049 HISTORY - 1977 GOOD FL-103 AG7049 HISTORY - 19930129 GOOD USPSQD AG7049 HISTORY - 20030105 GOOD USPSQD AG7049 HISTORY - 20050913 GOOD USPSQD AG7049 AG7049 STATION DESCRIPTION AG7049 AG7049'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 AG7049'SEE STATION MENORAH B. AG7049 AG7049 STATION RECOVERY (1977) AG7049 AG7049'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977 AG7049'IN ST PETERSBURG. AG7049'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR AG7049'595 59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN EASTERLY ON AG7049'SR 595 FOR 0.10 MILE TO THE INTERSECTION OF 58TH ST. N. TURN RIGHT AG7049'AND RUN SOUTHERLY ON 58TH ST. N. FOR 0.75 MILE TO THE INTERSECTION AG7049'OF 5TH AVE. S. STATION ON RIGHT S.W. CORNER, 29.3 FT. WEST OF THE AG7049'CENTERLINE OF 58TH ST., 35.1 FT. SOUTH OF THE CENTERLINE OF 5TH AVE. AG7049'S., 46.4 FT. N.N.E. OF THE N.E. CORNER OF A ONE STORY BLOCK HOUSE AG7049'5800 5TH AVE. S., 3.5 FT. WEST OF THE CONCRETE POWER AND LIGHT POLE AG7049'NO NUMBER, 4.1 FT. S.W. OF THE BACK OF CURB. SET IN THE TOP OF A AG7049'CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND AG7049 AG7049 STATION RECOVERY (1993) AG7049 AG7049'RECOVERY NOTE BY US POWER SQUADRON 1993 (WLR) AG7049'RECOVERED IN GOOD CONDITION. AG7049 AG7049 STATION RECOVERY (2003) AG7049 AG7049'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AG7049'RECOVERED IN GOOD CONDITION. AG7049 AG7049 STATION RECOVERY (2005) AG7049 AG7049'RECOVERY NOTE BY US POWER SQUADRON 2005 AG7049'NOW SET ON TOP OF A CONCRETE POST 2 INCHES ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AG0935 *********************************************************************** AG0935 DESIGNATION - SKYVIEW J AG0935 PID - AG0935 AG0935 STATE/COUNTY- FL/PINELLAS AG0935 USGS QUAD - ST PETERSBURG (1987) AG0935 AG0935 *CURRENT SURVEY CONTROL AG0935 ___________________________________________________________________ AG0935* NAD 83(1986)- 27 49 43. (N) 082 43 43. (W) SCALED AG0935* NAVD 88 - 4.410 (meters) 14.47 (feet) ADJUSTED AG0935 ___________________________________________________________________ AG0935 GEOID HEIGHT- -24.46 (meters) GEOID03 AG0935 DYNAMIC HT - 4.404 (meters) 14.45 (feet) COMP AG0935 MODELED GRAV- 979,180.3 (mgal) NAVD 88 AG0935 AG0935 VERT ORDER - SECOND CLASS II AG0935 AG0935.The horizontal coordinates were scaled from a topographic map and have AG0935.an estimated accuracy of +/- 6 seconds. AG0935 AG0935.The orthometric height was determined by differential leveling AG0935.and adjusted by the National Geodetic Survey in June 1991. AG0935 AG0935.The geoid height was determined by GEOID03. AG0935 AG0935.The dynamic height is computed by dividing the NAVD 88 AG0935.geopotential number by the normal gravity value computed on the AG0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0935.degrees latitude (g = 980.6199 gals.). AG0935 AG0935.The modeled gravity was interpolated from observed gravity values. AG0935 AG0935; North East Units Estimated Accuracy AG0935;SPC FL W - 387,430. 128,220. MT (+/- 180 meters Scaled) AG0935 AG0935 SUPERSEDED SURVEY CONTROL AG0935 AG0935 NGVD 29 (??/??/92) 4.675 (m) 15.34 (f) ADJ UNCH 2 2 AG0935 AG0935.Superseded values are not recommended for survey control. AG0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0935.See file dsdata.txt to determine how the superseded data were derived. AG0935 AG0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL297794(NAD 83) AG0935_MARKER: DD = SURVEY DISK AG0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG0935_STAMPING: SKYVIEW J AG0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0935+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005 AG0935 AG0935 HISTORY - Date Condition Report By AG0935 HISTORY - UNK MONUMENTED AG0935 HISTORY - 1976 GOOD NGS AG0935 HISTORY - 1977 GOOD FL-103 AG0935 HISTORY - 20050829 GOOD POLASS AG0935 AG0935 STATION DESCRIPTION AG0935 AG0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AG0935'IN PINELLAS PARK. AG0935'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A AG0935'(SR-693, 66 ST.) AND SR-595 (TYRONE BLVD., U.S. ALT. HWY. 19). RUN AG0935'NORTHERLY ON U.S. ALT. HWY. 19A FOR 2.50 MILES TO 62 AVE. N. STATION AG0935'ON LEFT, IN THE N.W. CORNER, 51.7 FT. WEST OF THE CENTERLINE OF 66 AG0935'ST., 46.0 FT. NORTH OF THE CENTERLINE OF 62 AVE. N., 14.5 FT. N.E. OF AG0935'A 15 INCH OAK TREE, 3.0 FT. S.W. OF LIGHT POLE (NO NUMBER) 1.2 FT. AG0935'WEST OF THE BACK OF SIDEWALK. SET IN THE TOP OF A CONCRETE POST THAT AG0935'IS FLUSH WITH THE GROUND. SECTION 31, T 30, R 16. AG0935 AG0935 STATION RECOVERY (1977) AG0935 AG0935'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977 AG0935'RECOVERED IN GOOD CONDITION. AG0935 AG0935 STATION RECOVERY (2005) AG0935 AG0935'RECOVERY NOTE BY POLARIS ASSOCIATES 2005 (TME) AG0935'UNDISTURBED AND STABLE. UNDERNEATH HEDGES, TRIPOD SETUP DIFFICULT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AG7073 *********************************************************************** AG7073 DESIGNATION - SKYVIEW S AG7073 PID - AG7073 AG7073 STATE/COUNTY- FL/PINELLAS AG7073 USGS QUAD - ST PETERSBURG (1987) AG7073 AG7073 *CURRENT SURVEY CONTROL AG7073 ___________________________________________________________________ AG7073* NAD 83(1986)- 27 49 43. (N) 082 43 29. (W) SCALED AG7073* NAVD 88 - 3.748 (meters) 12.30 (feet) ADJUSTED AG7073 ___________________________________________________________________ AG7073 GEOID HEIGHT- -24.46 (meters) GEOID03 AG7073 DYNAMIC HT - 3.743 (meters) 12.28 (feet) COMP AG7073 MODELED GRAV- 979,180.2 (mgal) NAVD 88 AG7073 AG7073 VERT ORDER - SECOND CLASS II AG7073 AG7073.The horizontal coordinates were scaled from a topographic map and have AG7073.an estimated accuracy of +/- 6 seconds. AG7073 AG7073.The orthometric height was determined by differential leveling AG7073.and adjusted by the National Geodetic Survey in June 1991. AG7073 AG7073.The geoid height was determined by GEOID03. AG7073 AG7073.The dynamic height is computed by dividing the NAVD 88 AG7073.geopotential number by the normal gravity value computed on the AG7073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7073.degrees latitude (g = 980.6199 gals.). AG7073 AG7073.The modeled gravity was interpolated from observed gravity values. AG7073 AG7073; North East Units Estimated Accuracy AG7073;SPC FL W - 387,430. 128,610. MT (+/- 180 meters Scaled) AG7073 AG7073 SUPERSEDED SURVEY CONTROL AG7073 AG7073 NGVD 29 (??/??/92) 4.013 (m) 13.17 (f) ADJ UNCH 2 2 AG7073 AG7073.Superseded values are not recommended for survey control. AG7073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7073.See file dsdata.txt to determine how the superseded data were derived. AG7073 AG7073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL301794(NAD 83) AG7073_MARKER: DD = SURVEY DISK AG7073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7073_SP_SET: CONCRETE POST AG7073_STAMPING: SKYVIEW S AG7073_PROJECTION: FLUSH AG7073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7073+STABILITY: SURFACE MOTION AG7073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG7073+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005 AG7073 AG7073 HISTORY - Date Condition Report By AG7073 HISTORY - 1977 MONUMENTED FL-103 AG7073 HISTORY - 20050829 GOOD POLASS AG7073 AG7073 STATION DESCRIPTION AG7073 AG7073'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 AG7073'IN PINELLAS PARK. AG7073'TO REACH THE STATION FROM THE INTERSECTION OF SR 694 74TH AVE. N. AND AG7073'SR 693 66TH ST., RUN SOUTHERLY ON SR 693 FOR 0.80 MILE TO THE AG7073'INTERSECTION OF 62ND AVE. N. TURN LEFT AND RUN EASTERLY ON 62ND AVE. AG7073'N. FOR 0.20 MILE. STATION ON RIGHT, 19.0 FT. SOUTH OF CENTERLINE OF AG7073'62ND AVE. N., 17.6 FT. EAST OF THE CENTERLINE OF A DIRT DRIVEWAY HOUSE AG7073'NUMBER 6430, 70.1 FT. S.E. OF A POWER POLE NUMBER 28784, 8.4 FT. SOUTH AG7073'OF THE EDGE OF PAVEMENT, 8.2 FT. EAST OF A 1 FT. DIAMETER DECORATIVE AG7073'CONCRETE POST, 2.2 FT. N.E. OF A TELEPHONE POLE NUMBER 6430. SET IN AG7073'THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. AG7073 AG7073 STATION RECOVERY (2005) AG7073 AG7073'RECOVERY NOTE BY POLARIS ASSOCIATES 2005 (TME) AG7073'UNDISTURBED AND STABLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AL0350 *********************************************************************** AL0350 DESIGNATION - SLIP B AL0350 PID - AL0350 AL0350 STATE/COUNTY- FL/PINELLAS AL0350 USGS QUAD - ELFERS (1987) AL0350 AL0350 *CURRENT SURVEY CONTROL AL0350 ___________________________________________________________________ AL0350* NAD 83(1990)- 28 07 48.52527(N) 082 44 23.49642(W) ADJUSTED AL0350* NAVD 88 - 6.013 (meters) 19.73 (feet) ADJUSTED AL0350 ___________________________________________________________________ AL0350 LAPLACE CORR- -1.69 (seconds) DEFLEC99 AL0350 GEOID HEIGHT- -25.06 (meters) GEOID03 AL0350 DYNAMIC HT - 6.004 (meters) 19.70 (feet) COMP AL0350 MODELED GRAV- 979,194.0 (mgal) NAVD 88 AL0350 AL0350 HORZ ORDER - FIRST AL0350 VERT ORDER - SECOND CLASS II AL0350 AL0350.The horizontal coordinates were established by classical geodetic methods AL0350.and adjusted by the National Geodetic Survey in May 1991. AL0350 AL0350.The orthometric height was determined by differential leveling AL0350.and adjusted by the National Geodetic Survey in June 1991. AL0350 AL0350.The Laplace correction was computed from DEFLEC99 derived deflections. AL0350 AL0350.The geoid height was determined by GEOID03. AL0350 AL0350.The dynamic height is computed by dividing the NAVD 88 AL0350.geopotential number by the normal gravity value computed on the AL0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL0350.degrees latitude (g = 980.6199 gals.). AL0350 AL0350.The modeled gravity was interpolated from observed gravity values. AL0350 AL0350; North East Units Scale Factor Converg. AL0350;SPC FL W - 420,852.234 127,316.744 MT 1.00000636 -0 20 55.8 AL0350;UTM 17 - 3,112,842.894 329,123.842 MT 0.99996039 -0 49 13.8 AL0350 AL0350! - Elev Factor x Scale Factor = Combined Factor AL0350!SPC FL W - 1.00000299 x 1.00000636 = 1.00000935 AL0350!UTM 17 - 1.00000299 x 0.99996039 = 0.99996338 AL0350 AL0350: Primary Azimuth Mark Grid Az AL0350:SPC FL W - TARPON SPRINGS FLA PWR MW 000 01 46.2 AL0350:UTM 17 - TARPON SPRINGS FLA PWR MW 000 30 04.2 AL0350 AL0350|---------------------------------------------------------------------| AL0350| PID Reference Object Distance Geod. Az | AL0350| dddmmss.s | AL0350| AL0349 SLIP A APPROX. 0.6 KM 3565436.2 | AL0350| AL0743 TARPON SPRINGS FLA PWR MW APPROX. 2.0 KM 3594050.4 | AL0350|---------------------------------------------------------------------| AL0350 AL0350 SUPERSEDED SURVEY CONTROL AL0350 AL0350 NAD 83(1986)- 28 07 48.53245(N) 082 44 23.50639(W) AD( ) 1 AL0350 NAD 27 - 28 07 47.48092(N) 082 44 24.14252(W) AD( ) 1 AL0350 NGVD 29 (??/??/92) 6.273 (m) 20.58 (f) ADJ UNCH 2 2 AL0350 AL0350.Superseded values are not recommended for survey control. AL0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0350.See file dsdata.txt to determine how the superseded data were derived. AL0350 AL0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2912412843(NAD 83) AL0350_MARKER: DD = SURVEY DISK AL0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT AL0350_STAMPING: SLIP B AL0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0350+STABILITY: SURFACE MOTION AL0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL0350+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2005 AL0350 AL0350 HISTORY - Date Condition Report By AL0350 HISTORY - 1973 MONUMENTED FL-103 AL0350 HISTORY - 1976 GOOD FLDT AL0350 HISTORY - 1984 GOOD USPSQD AL0350 HISTORY - 1990 GOOD USPSQD AL0350 HISTORY - 20050907 GOOD INDIV AL0350 AL0350 STATION DESCRIPTION AL0350 AL0350'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AL0350'THE STATION IS LOCATED ON U.S. HIGHWAY 19, ABOUT 3 MILES SOUTH AL0350'OF THE PASCO-PINELLAS COUNTY LINE, 1/2 MILE WEST OF LAKE TARPON AL0350'AND AT THE SOUTHWEST CORNER OF ANDERSON PARK. AL0350' AL0350'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND AL0350'STATE ROUTE 582 IN TARPON SPRINGS, GO SOUTH ON U.S. HIGHWAY 19 AL0350'FOR 1.1 MILES TO THE STATION ON LEFT AS DESCRIBED. AL0350' AL0350'BRONZE DISK STAMPED SLIP-B SET IN A 12 INCH DIAMETER ROUND AL0350'CONCRETE MONUMENT THAT IS 2 INCHES ABOVE THE GROUND. THE AL0350'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES AL0350'BELOW THE GROUND SURFACE. AL0350' AL0350'IT IS 93.0 FEET SOUTHEAST OF POWER POLE NUMBER 12A5554R, 92.0 AL0350'FEET NORTHEAST OF POWER POLE NUMBER 12A3470R, 68 FEET EAST OF AL0350'THE CENTER OF U.S. HIGHWAY 19 NORTHBOUND LANE 1.0 FEET WEST OF AL0350'A 2 RAIL FENCE, BETWEEN THE 6TH AND 7TH BRICK POST FROM THE SOUTH AL0350'END OF FENCE. AL0350' AL0350'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AL0350 AL0350 STATION RECOVERY (1976) AL0350 AL0350'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 AL0350'AT TARPON SPRINGS. AL0350'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND AL0350'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 1.20 MILE. AL0350'STATION ON LEFT, 100.0 FT. EAST OF THE CENTERLINE OF U.S. 19, AL0350'75.0 FT. NORTH OF THE CENTERLINE OF TOOKES RD., 93.0 FT. S/SE AL0350'OF POWER POLE, NUMBER 12A-5554-R, 40.5 FT. S/SW OF AN 18 INCH AL0350'PINE TREE, 2.5 FT. SW OF A 3 FT. BRICK PILLAR OF WOOD FENCE. AL0350'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. AL0350'SECTION 8, T27S, R16E. AL0350 AL0350 STATION RECOVERY (1984) AL0350 AL0350'RECOVERY NOTE BY US POWER SQUADRON 1984 AL0350'RECOVERED IN GOOD CONDITION. AL0350 AL0350 STATION RECOVERY (1990) AL0350 AL0350'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG) AL0350'RECOVERED IN GOOD CONDITION. AL0350 AL0350 STATION RECOVERY (2005) AL0350 AL0350'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 AL0350'RECOVERED IN GOOD CONDITION.