1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AG0309 *********************************************************************** AG0309 DESIGNATION - BAUDER AG0309 PID - AG0309 AG0309 STATE/COUNTY- FL/PINELLAS AG0309 USGS QUAD - CLEARWATER (1987) AG0309 AG0309 *CURRENT SURVEY CONTROL AG0309 ___________________________________________________________________ AG0309* NAD 83(1999)- 27 54 53.37507(N) 082 47 33.77154(W) ADJUSTED AG0309* NAVD 88 - 21.235 (meters) 69.67 (feet) ADJUSTED AG0309 ___________________________________________________________________ AG0309 X - 707,608.774 (meters) COMP AG0309 Y - -5,595,577.895 (meters) COMP AG0309 Z - 2,968,166.438 (meters) COMP AG0309 LAPLACE CORR- -1.69 (seconds) DEFLEC99 AG0309 ELLIP HEIGHT- -3.32 (meters) (05/29/03) GPS OBS AG0309 GEOID HEIGHT- -24.41 (meters) GEOID99 AG0309 DYNAMIC HT - 21.204 (meters) 69.57 (feet) COMP AG0309 MODELED GRAV- 979,186.5 (mgal) NAVD 88 AG0309 AG0309 HORZ ORDER - FIRST AG0309 VERT ORDER - FIRST CLASS II AG0309 ELLP ORDER - FOURTH CLASS II AG0309 AG0309.The horizontal coordinates were established by GPS observations AG0309.and adjusted by the National Geodetic Survey in May 2003. AG0309 AG0309.The orthometric height was determined by differential leveling AG0309.and adjusted by the National Geodetic Survey in June 1991. AG0309 AG0309.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG0309 AG0309.The Laplace correction was computed from DEFLEC99 derived deflections. AG0309 AG0309.The ellipsoidal height was determined by GPS observations AG0309.and is referenced to NAD 83. AG0309 AG0309.The geoid height was determined by GEOID99. AG0309 AG0309.The dynamic height is computed by dividing the NAVD 88 AG0309.geopotential number by the normal gravity value computed on the AG0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0309.degrees latitude (g = 980.6199 gals.). AG0309 AG0309.The modeled gravity was interpolated from observed gravity values. AG0309 AG0309; North East Units Scale Converg. AG0309;SPC FL W - 397,023.430 121,969.098 MT 1.00001630 -0 22 16.1 AG0309;UTM 17 - 3,089,059.688 323,581.121 MT 0.99998416 -0 50 22.2 AG0309 AG0309: Primary Azimuth Mark Grid Az AG0309:SPC FL W - HARRIS 352 34 21.6 AG0309:UTM 17 - HARRIS 353 02 27.7 AG0309 AG0309|---------------------------------------------------------------------| AG0309| PID Reference Object Distance Geod. Az | AG0309| dddmmss.s | AG0309| AG2633 CLEARWATER NORTON PARK TANK APPROX. 3.3 KM 0031228.0 | AG0309| AG2635 LARGO MUN TANK APPROX. 0.6 KM 0215559.4 | AG0309| AG2610 CLEARWATER FIRST LUTH CH SPIRE APPROX. 3.9 KM 0382542.0 | AG0309| AG2638 LARGO ST PAUL METH CH SPIRE APPROX. 2.2 KM 0511735.2 | AG0309| AG2631 LARGO RAD STA WSST E MAST APPROX. 1.5 KM 1185553.4 | AG0309| AG0333 BAUDER RM 1 21.441 METERS 12322 | AG0309| AG2622 LARGO RAD STA WSST W MAST APPROX. 1.3 KM 1243840.5 | AG0309| AG0315 BAUDER D 313.912 METERS 20031 | AG0309| AG2647 BAUDER D PT A 302.757 METERS 20338 | AG0309| AG0332 BAUDER RM 2 24.352 METERS 26957 | AG0309| AG0331 BAUDER RM 3 27246 | AG0309| AG2590 BELLEAIR BELLEVIEW HOTEL STACK APPROX. 3.7 KM 3315429.0 | AG0309| AG2582 BELLEAIR SILVER MUN TANK APPROX. 2.3 KM 3394912.1 | AG0309| AG2613 CLEARWATER RAD STA WTAN MAST APPROX. 5.6 KM 3482210.2 | AG0309| AG2612 CLEARWATER FIRST UNIT METH CH APPROX. 5.0 KM 3511844.7 | AG0309| AG2587 HARRIS APPROX. 5.5 KM 3521205.5 | AG0309| AG2608 BELLEAIR BILTMORE HOTEL TANK APPROX. 3.6 KM 3522753.0 | AG0309|---------------------------------------------------------------------| AG0309 AG0309 SUPERSEDED SURVEY CONTROL AG0309 AG0309 NAD 83(1990)- 27 54 53.37251(N) 082 47 33.77120(W) AD( ) 1 AG0309 NAD 83(1986)- 27 54 53.37908(N) 082 47 33.78305(W) AD( ) 1 AG0309 NAD 27 - 27 54 52.29976(N) 082 47 34.41427(W) AD( ) 1 AG0309 NGVD 29 - 21.498 (m) 70.53 (f) ADJ UNCH 1 2 AG0309 AG0309.Superseded values are not recommended for survey control. AG0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0309.See file dsdata.txt to determine how the superseded data were derived. AG0309 AG0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2358189060(NAD 83) AG0309_MARKER: DS = TRIANGULATION STATION DISK AG0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0309_STAMPING: BAUDER 1973 AG0309_PROJECTION: RECESSED 3 CENTIMETERS AG0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0309+STABILITY: SURFACE MOTION AG0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0309+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2001 AG0309 AG0309 HISTORY - Date Condition Report By AG0309 HISTORY - 1973 MONUMENTED NGS AG0309 HISTORY - 1976 GOOD NGS AG0309 HISTORY - 1978 GOOD NGS AG0309 HISTORY - 19960205 GOOD USPSQD AG0309 HISTORY - 20010211 GOOD USPSQD AG0309 AG0309 STATION DESCRIPTION AG0309 AG0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AG0309'THE STATION IS LOCATED IN THE CENTER OF LARGO, AT THE NORTHEAST AG0309'CORNER OF THE GROUNDS OF THE BAUDER ELEMENTARY SCHOOL, IN A HALF AG0309'MOON SHAPED GRASSY AREA AND ON PROPERTY OF PINELLAS COUNTY. AG0309' AG0309'TO REACH THE STATION FROM THE LARGO TOWN HALL IN LARGO, GO WEST AG0309'ON 1ST AVE SW FOR 0.05 MILE TO A CROSSROAD. TURN LEFT AND GO AG0309'SOUTH ON 4TH STREET SW FOR 0.05 MILE TO A SIDE ROAD RIGHT AND AG0309'THE SCHOOL IN THE SOUTHWEST ANGLE OF THE INTERSECTION. TURN AG0309'RIGHT AND GO WEST ON 2ND AVE SW FOR 0.05 MILE TO THE STATION AG0309'ON THE LEFT. AG0309' AG0309'STATION MARKS ARE STANDARD DISKS STAMPED BAUDER 1973. THE AG0309'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE AG0309'MONUMENT 2 INCHES BELOW THE SURFACE OF THE GROUND. IT IS 70.5 AG0309'FEET SOUTHWEST OF POWER LINE POLE NUMBER 8A84 WHICH HAS A AG0309'TRANSFORMER, 62 FEET SOUTHEAST OF POWER LINE POLE NUMBER 8A85, AG0309'53 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE MOST AG0309'NORTHEASTERLY BUILDING OF THE BAUDER ELEMENTARY SCHOOL, 24 FEET AG0309'SOUTH OF THE CENTER OF 2ND AVE SW AND 16.5 FEET NORTH OF THE AG0309'NORTH EDGE OF A PAVED DRIVEWAY. THE UNDERGROUND MARK IS SET AG0309'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW AG0309'THE SURFACE OF THE GROUND. AG0309' AG0309'REFERENCE MARK 1, A STANDARD DISK STAMPED BAUDER NO 1 1973, IS AG0309'CEMENTED IN A DRILL HOLE IN A COVERED CONCRETE SIDEWALK. IT IS AG0309'42.5 FEET SOUTHWEST OF THE EAST 1 OF 3 PALM TREES AND 11.7 FEET AG0309'NORTH OF THE NORTH FACE OF THE SCHOOL BUILDING. AG0309' AG0309'REFERENCE MARK 2, A STANDARD DISK STAMPED BAUDER NO 2 1973, IS AG0309'CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK. IT IS 53 AG0309'FEET SOUTH-SOUTHWEST OF POWER LINE POLE NUMBER 8A85, 52 FEET AG0309'NORTHWEST OF A 36-INCH LIVE OAK TREE AND 24 FEET SOUTH OF THE AG0309'CENTER OF 2ND AVE SW. AG0309' AG0309'REFERENCE MARK 3, A STANDARD DISK STAMPED BAUDER NO 2 1973, IS AG0309'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT 1-INCH AG0309'BELOW THE GROUND SURFACE. IT IS 31 FEET EAST OF THE CENTER OF AG0309'RIDGE ROAD, 14 FEET NORTH OF THE CENTER OF 2ND AVE SW, 12.4 FEET AG0309'SOUTHEAST OF POWER LINE POLE NUMBER 8A16 AND 2 FEET SOUTHWEST AG0309'OF A METAL WITNESS POST. AG0309' AG0309'TO REACH REFERENCE MARK 3 FROM THE STATION, GO WEST ON 2ND AVE AG0309'SW FOR 0.15 MILE TO THE JUNCTION OF RIDGE ROAD AND THE MARK IN AG0309'THE NORTHEAST ANGLE OF THE INTERSECTION. AG0309' AG0309'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS. AG0309 AG0309 STATION RECOVERY (1976) AG0309 AG0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0309'IN LARGO. AG0309'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 (SR AG0309'595, MISSOURI AVENUE) AND SR 686 (WEST BAY DRIVE). RUN WESTERLY ON AG0309'WEST BAY DRIVE FOR 0.45 MILE TO RIDGE ROAD. TURN LEFT ON RIDGE ROAD AG0309'AND RUN SOUTHERLY FOR 0.15 MILE TO SECOND AVENUE S.W. TURN LEFT ON AG0309'SECOND AVENUE S.W. AND RUN EASTERLY FOR 0.15 MILE. STATION ON RIGHT, AG0309'23.0 FT SOUTH OF THE CENTERLINE OF SECOND AVENUE S.W., 53.5 FT NORTH AG0309'NORTHEAST OF THE NORTHWEST CORNER OF LARGO CURRICULUM AND INSTRUCTION AG0309'CENTER, 63.0 FT. SOUTHEAST OF POWER POLE (8A 85), 47.6 FT. NORTHEAST AG0309'OF A 36 INCH OAK TREE, 36.6 FT. NORTH OF THE FACE OF SIDEWALK, 11.2 AG0309'FT. SOUTH OF THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT AG0309'IS 2 INCHES BELOW THE GROUND. SECTION 34, T 29, R 15. AG0309 AG0309 STATION RECOVERY (1978) AG0309 AG0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AG0309'AT BAUDER SCHOOL, SET IN THE NORTH LAWN OF SCHOOL, 38 FEET WEST AG0309'OF A PALM TREE, 27 FEET NORTH OF THE CENTER OF SCHOOL DRIVEWAY, AG0309'22 FEET SOUTH OF THE CENTER OF 2ND AVENUE SOUTHWEST. AG0309 AG0309 STATION RECOVERY (1996) AG0309 AG0309'RECOVERY NOTE BY US POWER SQUADRON 1996 AG0309'RECOVERED IN GOOD CONDITION. AG0309 AG0309 STATION RECOVERY (2001) AG0309 AG0309'RECOVERY NOTE BY US POWER SQUADRON 2001 (KLW) AG0309'NEW DIR. DUE TO CONSTRUCTION - FROM INTERSECTION OF WEST BAY AND AG0309'CLWTR/LARGO RD, GO WEST TO 4TH ST SW. GO SOUTH FOR .10 MILES TO 2ND AG0309'AVE SW. GO WEST FOR .05 MILES. MARK IS 17' SOUTH OF CENTERLINE OF AG0309'2ND AVE SW. IT IS 27' WEST OF WEST MOST PALM TREE. HAS MARKER POST. AG0309'MARKER IS ON NORTH SIDE OF HEDGE SURROUNDING BAUDER ELEMENTARY'S NEWLY AG0309'PAVED PARKING LOT. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AG0337 *********************************************************************** AG0337 TIDAL BM - This is a Tidal Bench Mark. AG0337 DESIGNATION - BLIND AG0337 PID - AG0337 AG0337 STATE/COUNTY- FL/PINELLAS AG0337 USGS QUAD - EGMONT KEY (1981) AG0337 AG0337 *CURRENT SURVEY CONTROL AG0337 ___________________________________________________________________ AG0337* NAD 83(1999)- 27 45 00.18482(N) 082 45 16.71266(W) ADJUSTED AG0337* NAVD 88 - 0.994 (meters) 3.26 (feet) ADJUSTED AG0337 ___________________________________________________________________ AG0337 X - 712,399.729 (meters) COMP AG0337 Y - -5,603,546.091 (meters) COMP AG0337 Z - 2,952,009.644 (meters) COMP AG0337 LAPLACE CORR- -1.52 (seconds) DEFLEC99 AG0337 ELLIP HEIGHT- -23.35 (meters) (05/29/03) GPS OBS AG0337 GEOID HEIGHT- -24.20 (meters) GEOID99 AG0337 DYNAMIC HT - 0.993 (meters) 3.26 (feet) COMP AG0337 MODELED GRAV- 979,174.8 (mgal) NAVD 88 AG0337 AG0337 HORZ ORDER - FIRST AG0337 VERT ORDER - SECOND CLASS I AG0337 ELLP ORDER - FOURTH CLASS II AG0337 AG0337.The horizontal coordinates were established by GPS observations AG0337.and adjusted by the National Geodetic Survey in May 2003. AG0337 AG0337.The orthometric height was determined by differential leveling AG0337.and adjusted by the National Geodetic Survey in June 1991. AG0337 AG0337.This Tidal Bench Mark is designated as VM 6539 AG0337.by the Center for Operational Oceanographic Products and Services. AG0337 AG0337.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG0337 AG0337.The Laplace correction was computed from DEFLEC99 derived deflections. AG0337 AG0337.The ellipsoidal height was determined by GPS observations AG0337.and is referenced to NAD 83. AG0337 AG0337.The geoid height was determined by GEOID99. AG0337 AG0337.The dynamic height is computed by dividing the NAVD 88 AG0337.geopotential number by the normal gravity value computed on the AG0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0337.degrees latitude (g = 980.6199 gals.). AG0337 AG0337.The modeled gravity was interpolated from observed gravity values. AG0337 AG0337; North East Units Scale Converg. AG0337;SPC FL W - 378,740.073 125,604.544 MT 1.00000947 -0 21 05.0 AG0337;UTM 17 - 3,070,747.965 327,067.274 MT 0.99996914 -0 49 01.9 AG0337 AG0337: Primary Azimuth Mark Grid Az AG0337:SPC FL W - BLIND RM 3 322 28 40.2 AG0337:UTM 17 - BLIND RM 3 322 56 37.1 AG0337 AG0337|---------------------------------------------------------------------| AG0337| PID Reference Object Distance Geod. Az | AG0337| dddmmss.s | AG0337| AG2754 ST PETERSBURG BCH CABLE TV TWR APPROX. 0.5 KM 0491759.1 | AG0337| AG2564 ST PETERSBURG BCH ST JOHNS CH 203.657 METERS 17617 | AG0337| AG0354 BLIND RM 1 24.407 METERS 22942 | AG0337| AG0356 BLIND RM 3 3220735.2 | AG0337| AG2775 MADERIA BEACH COUNTY TANK APPROX. 7.3 KM 3222505.4 | AG0337| AG2767 ST PETERSBURG BCH COUNTY TANK APPROX. 0.9 KM 3292459.1 | AG0337| AG0355 BLIND RM 2 31.740 METERS 35257 | AG0337|---------------------------------------------------------------------| AG0337 AG0337 SUPERSEDED SURVEY CONTROL AG0337 AG0337 NAD 83(1990)- 27 45 00.18108(N) 082 45 16.71221(W) AD( ) 1 AG0337 NAD 83(1986)- 27 45 00.18688(N) 082 45 16.72526(W) AD( ) 1 AG0337 NAD 27 - 27 44 59.08704(N) 082 45 17.36094(W) AD( ) 1 AG0337 NGVD 29 - 1.272 (m) 4.17 (f) ADJ UNCH 2 1 AG0337 AG0337.Superseded values are not recommended for survey control. AG0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0337.See file dsdata.txt to determine how the superseded data were derived. AG0337 AG0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2706770748(NAD 83) AG0337_MARKER: DS = TRIANGULATION STATION DISK AG0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0337_STAMPING: BLIND 1973 AG0337_MARK LOGO: NGS AG0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0337+STABILITY: SURFACE MOTION AG0337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG0337+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2001 AG0337 AG0337 HISTORY - Date Condition Report By AG0337 HISTORY - 1973 MONUMENTED NGS AG0337 HISTORY - 1975 GOOD NGS AG0337 HISTORY - 1975 GOOD FLDT AG0337 HISTORY - 1978 GOOD FL-103 AG0337 HISTORY - 1982 GOOD FLDNR AG0337 HISTORY - 1986 GOOD USPSQD AG0337 HISTORY - 1988 GOOD USPSQD AG0337 HISTORY - 19910328 GOOD USPSQD AG0337 HISTORY - 20010208 GOOD USPSQD AG0337 AG0337 STATION DESCRIPTION AG0337 AG0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AG0337'STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF THE JUNCTION OF AG0337'U.S. HIGHWAY 19 AND CENTRAL AVENUE IN ST. PETERSBURG, 3 MILES AG0337'SOUTHEAST OF THE BRIDGE OVER JOHNS PASS INLET, 2-1/2 MILES WEST AG0337'OF THE CITY OF GULFPORT, 1-1/2 MILES SOUTH OF CENTER OF THE AG0337'TREASURE ISLAND CAUSEWAY, IN THE NORTH EDGE OF ST. PETERSBURG AG0337'BEACH, ALONG THE EAST SIDE OF BLIND PASS ROAD, AT AND ON AG0337'PROPERTY OF THE GULF BEACHES ELEMENTARY SCHOOL. AG0337' AG0337'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND AG0337'CENTRAL AVENUE IN ST. PETERSBURG, GO WEST ON CENTRAL AVENUE FOR AG0337'5.75 MILES TO THE JUNCTION OF GULF BLVD. (STATE HIGHWAY 699). TURN AG0337'LEFT AND GO SOUTH ON GULF BLVD. (GULF BLVD. TURNS INTO BLIND PASS AG0337'ROAD AT THE ST. PETERSBURG BEACH CITY LIMITS) FOR 1.85 MILES TO AG0337'THE JUNCTION OF 85TH AVENUE AND THE STATION AS DESCRIBED. AG0337' AG0337'THE SURFACE MARK AND UNDERGROUND MARK ARE BOTH STANDARD DISKS AG0337'STAMPED BLIND 1973. THE SURFACE MARK IS SET IN A ROUND CONCRETE AG0337'POST FLUSH WITH THE GROUND. IT IS 202 FEET SOUTHEAST OF THE AG0337'SOUTHWEST CORNER OF THE SCHOOL BUILDING, 175 FEET NORTHEAST OF AG0337'CENTER OF BLIND PASS ROAD, 149 FEET SOUTHWEST OF THE SOUTHWEST AG0337'CORNER OF THE MOST SOUTHERN EXTENSION OF THE SCHOOL BUILDING, AG0337'106 FEET SOUTH OF A LIGHT POLE, 46 FEET NORTHWEST OF CENTER OF AG0337'85TH AVENUE, 21.5 FEET SOUTHWEST OF THE SOUTH 1 OF 4 PALM TREES IN AG0337'A GROUP AND 16 FEET NORTHWEST OF A FENCE LINE. AG0337' AG0337'REFERENCE MARK 1, STAMPED BLIND NO 1 1973, IS A STANDARD DISK AG0337'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 47 AG0337'FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE FENCED SCHOOL AG0337'GROUNDS, 31.5 FEET NORTHWEST OF CENTER OF 85TH AVENUE AND 3 FEET AG0337'WEST OF THE WEST END OF A GATE. AG0337' AG0337'REFERENCE MARK 2, STAMPED BLIND NO 2 1973, IS A STANDARD DISK AG0337'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 130 AG0337'FEET WEST OF THE SOUTHWEST CORNER OF THE MOST SOUTHERN EXTENSION AG0337'OF THE SCHOOL BUILDING, 112 FEET NORTHWEST OF A FENCE LINE, 111 AG0337'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING AND AG0337'2 FEET SOUTH OF THE LIGHT POLE. AG0337' AG0337'REFERENCE MARK 3, STAMPED BLIND NO 3 1973, IS A STANDARD DISK AG0337'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 80 AG0337'FEET SOUTHEAST OF CENTER OF THE JUNCTION OF BLIND PASS ROAD AND AG0337'90TH AVENUE, 23 FEET EAST OF CENTER OF BLIND PASS ROAD, 2.6 FEET AG0337'SOUTHEAST OF A METAL WITNESS POST AND 2.4 FEET EAST OF A HIGHWAY AG0337'SPEED LIMIT SIGN. AG0337' AG0337'TO REACH REFERENCE MARK 3 FROM THE STATION, GO NORTHERLY ON AG0337'BLIND PASS ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED. AG0337' AG0337'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS. AG0337 AG0337 STATION RECOVERY (1975) AG0337 AG0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN) AG0337'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AG0337'AND FOUND IN GOOD CONDITION. AZIMUTH MARK WAS FOUND HIT AND AG0337'LEANING TO THE SOUTH. THE MARK WAS RESET IN AN UPRIGHT POSITION AG0337'AND RESTAMPED. A POLARIS OBSERVATION WAS OBSERVED AT THIS AG0337'TIME. DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS. AG0337' AG0337'STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF THE JUNCTION OF AG0337'U.S. HIGHWAY 19 AND CENTRAL AVENUE IN ST. PETERSBURG, 3 MILES AG0337'SOUTHEAST OF THE BRIDGE OVER JOHNS PASS INLET, 2-1/2 MILES WEST AG0337'OF THE CITY OF GULFPORT, 1-1/2 MILES SOUTH OF CENTER OF THE AG0337'TREASURE ISLAND CAUSEWAY, ALONG THE EAST SIDE OF BLIND PASS AG0337'ROAD, AT AND ON PROPERTY OF THE GULF BEACHES ELEMENTARY SCHOOL. AG0337' AG0337'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND AG0337'CENTRAL AVENUE IN ST. PETERSBURG, GO WEST ON CENTRAL AVENUE FOR AG0337'5.75 MILES TO THE JUNCTION OF GULF BLVD. (STATE HIGHWAY AG0337'699). TURN LEFT AND GO SOUTH ON GULF BLVD. (GULF BLVD. TURN AG0337'INTO BLIND PASS ROAD AT THE ST. PETERSBURG BEACH CITY LIMITS) AG0337'FOR 1.85 MILES TO THE JUNCTION OF 85TH AVENUE AND THE STATION AG0337'AS DESCRIBED. AG0337' AG0337'THE SURFACE MARK AND UNDERGROUND MARK ARE BOTH STANDARD DISKS AG0337'STAMPED BLIND 1973. THE SURFACE MARK IS SET IN A ROUND CONCRETE AG0337'POST FLUSH WITH THE GROUND. IT IS 202 FEET SOUTHEAST OF THE AG0337'SOUTHWEST CORNER OF THE SCHOOL BUILDING, 175 FEET NORTHEAST OF AG0337'CENTER OF BLIND PASS ROAD, 149 FEET SOUTHWEST OF THE SOUTHWEST AG0337'CORNER OF THE MOST SOUTHERN EXTENSION OF THE SCHOOL BUILDING, AG0337'106 FEET SOUTH OF A LIGHT POLE, 46 FEET NORTHWEST OF CENTER OF AG0337'85TH AVENUE, 21.5 FEET SOUTHWEST OF THE SOUTH 1 OF 4 PALM AG0337'TREES AND 16 FEET NORTHWEST OF A FENCE LINE. AG0337' AG0337'REFERENCE MARK 1, STAMPED BLIND NO 1 1973, IS A STANDARD DISK AG0337'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 47 AG0337'FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE FENCED SCHOOL AG0337'GROUNDS, 31.5 FEET NORTHWEST OF CENTER OF 85TH AVENUE AND 3 FEET AG0337'WEST OF THE WEST END OF A GATE. AG0337' AG0337'REFERENCE MARK 2, STAMPED BLIND NO 2 1973, IS A STANDARD DISK AG0337'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 130 AG0337'FEET WEST OF THE SOUTHWEST CORNER OF THE MOST SOUTHERN EXTENSION AG0337'OF THE SCHOOL BUILDING, 112 FEET NORTHWEST OF A FENCE LINE, 111 AG0337'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING AND AG0337'2 FEET SOUTH OF THE LIGHT POLE. AG0337' AG0337'AZIMUTH MARK RM 3, STAMPED BLIND NO 3 AZ 1973 1975, IS A AG0337'STANDARD DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND AG0337'SURFACE. IT IS 80 FEET SOUTHEAST OF CENTER OF THE JUNCTION OF AG0337'BLIND PASS ROAD AND 90TH AVENUE, 23 FEET EAST OF CENTER OF BLIND AG0337'PASS ROAD, 19 PACES NORTHWEST OF THE WEST ENTRANCE TO APARTMENT AG0337'BUILDING AT 8911 BLIND PASS ROAD, 2.6 FEET SOUTHEAST OF A METAL AG0337'WITNESS POST AND 2.4 FEET EAST OF HIGHWAY SPEED LIMIT SIGN. AG0337' AG0337'TO REACH THE AZIMUTH MARK RM 3 FROM THE STATION, GO NORTHERLY AG0337'ON BLIND PASS ROAD FOR 0.2 MILE TO THE MARK ON GRASSY AREA AG0337'ON RIGHT AS DESCRIBED. AG0337' AG0337'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET. AG0337' AG0337'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AG0337'IN NORTH EDGE OF ST. PETERSBURG BEACH. AG0337 AG0337 STATION RECOVERY (1975) AG0337 AG0337'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0337'AT ST PETERSBURG BCH. AG0337'TO REACH FROM THE INTERSECTION OF GULF BLVD. (S.R. 699) AND 107TH AG0337'AVE. (TREASURE ISLAND CAUSEWAY), RUN SOUTHERLY ALONG GULF BLVD. AG0337'FOR 1.9 MILES TO THE INTERSECTION OF 85TH AVE. STATION ON AG0337'LEFT, 175 FT. EAST FROM THE CENTERLINE OF GULF BLVD., 45 FT. AG0337'NORTH OF THE CENTERLINE OF 85TH AVE., 202 FT. SE OF THE SW AG0337'CORNER OF THE GULF BEACHES ELEMENTARY SCHOOL BLDG., 106 FT. AG0337'SOUTH OF A LIGHT POLE (NO NUMBER), 21.5 FT. SW OF MOST SOUTHERLY AG0337'PALM TREE OF A GROUP OF FOUR PALMS, 16 FT. NORTH OF A 6 IN AG0337'CHAIN LINK FENCE. SET IN TOP OF A CONCRETE POST THAT IS FLUSH AG0337'WITH THE GROUND. SECTION 25, T 31 S, R 15 E. AG0337 AG0337 STATION RECOVERY (1978) AG0337 AG0337'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978 AG0337'RECOVERED IN GOOD CONDITION. AG0337 AG0337 STATION RECOVERY (1982) AG0337 AG0337'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG0337'RECOVERED IN GOOD CONDITION. AG0337 AG0337 STATION RECOVERY (1986) AG0337 AG0337'RECOVERY NOTE BY US POWER SQUADRON 1986 (AVD) AG0337'RECOVERED IN GOOD CONDITION. AG0337 AG0337 STATION RECOVERY (1988) AG0337 AG0337'RECOVERY NOTE BY US POWER SQUADRON 1988 (AVD) AG0337'RECOVERED IN GOOD CONDITION. AG0337 AG0337 STATION RECOVERY (1991) AG0337 AG0337'RECOVERY NOTE BY US POWER SQUADRON 1991 (AVD) AG0337'RECOVERED IN GOOD CONDITION. AG0337 AG0337 STATION RECOVERY (2001) AG0337 AG0337'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS) AG0337'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AG0369 *********************************************************************** AG0369 DESIGNATION - BREEZE AG0369 PID - AG0369 AG0369 STATE/COUNTY- FL/PINELLAS AG0369 USGS QUAD - CLEARWATER (1987) AG0369 AG0369 *CURRENT SURVEY CONTROL AG0369 ___________________________________________________________________ AG0369* NAD 83(1999)- 27 56 36.56893(N) 082 46 29.65745(W) ADJUSTED AG0369* NAVD 88 - 18.436 (meters) 60.49 (feet) ADJUSTED AG0369 ___________________________________________________________________ AG0369 X - 709,160.590 (meters) COMP AG0369 Y - -5,593,879.111 (meters) COMP AG0369 Z - 2,970,971.702 (meters) COMP AG0369 LAPLACE CORR- -1.68 (seconds) DEFLEC99 AG0369 ELLIP HEIGHT- -6.20 (meters) (05/29/03) GPS OBS AG0369 GEOID HEIGHT- -24.49 (meters) GEOID99 AG0369 DYNAMIC HT - 18.410 (meters) 60.40 (feet) COMP AG0369 MODELED GRAV- 979,187.5 (mgal) NAVD 88 AG0369 AG0369 HORZ ORDER - FIRST AG0369 VERT ORDER - SECOND CLASS II AG0369 ELLP ORDER - FOURTH CLASS II AG0369 AG0369.The horizontal coordinates were established by GPS observations AG0369.and adjusted by the National Geodetic Survey in May 2003. AG0369 AG0369.The orthometric height was determined by differential leveling AG0369.and adjusted by the National Geodetic Survey in June 1991. AG0369 AG0369.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG0369 AG0369.The Laplace correction was computed from DEFLEC99 derived deflections. AG0369 AG0369.The ellipsoidal height was determined by GPS observations AG0369.and is referenced to NAD 83. AG0369 AG0369.The geoid height was determined by GEOID99. AG0369 AG0369.The dynamic height is computed by dividing the NAVD 88 AG0369.geopotential number by the normal gravity value computed on the AG0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0369.degrees latitude (g = 980.6199 gals.). AG0369 AG0369.The modeled gravity was interpolated from observed gravity values. AG0369 AG0369; North East Units Scale Converg. AG0369;SPC FL W - 400,188.781 123,742.360 MT 1.00001293 -0 21 47.3 AG0369;UTM 17 - 3,092,210.323 325,380.148 MT 0.99997637 -0 49 55.0 AG0369 AG0369: Primary Azimuth Mark Grid Az AG0369:SPC FL W - HARRIS 312 19 50.8 AG0369:UTM 17 - HARRIS 312 47 58.5 AG0369 AG0369|---------------------------------------------------------------------| AG0369| PID Reference Object Distance Geod. Az | AG0369| dddmmss.s | AG0369| AG2618 CLEARWATER MUN STANDPIPE APPROX. 2.0 KM 0095905.0 | AG0369| AG2332 CLEARWATER FIRST CHRISTIAN CH APPROX. 4.2 KM 0501717.9 | AG0369| AG2657 BREEZE A PT A 379.881 METERS 09330 | AG0369| AG0370 BREEZE A 384.124 METERS 09400 | AG0369| AG2610 CLEARWATER FIRST LUTH CH SPIRE APPROX. 0.7 KM 0965557.0 | AG0369| AG0372 BREEZE C APPROX. 0.6 KM 1782411.5 | AG0369| AG2649 BREEZE C PT A APPROX. 0.6 KM 1793959.3 | AG0369| AG2638 LARGO ST PAUL METH CH SPIRE APPROX. 1.8 KM 1812200.3 | AG0369| AG0388 BREEZE RM 1 21.990 METERS 20028 | AG0369| AG2635 LARGO MUN TANK APPROX. 3.0 KM 2101444.7 | AG0369| AG2582 BELLEAIR SILVER MUN TANK APPROX. 2.7 KM 2480114.6 | AG0369| AG2590 BELLEAIR BELLEVIEW HOTEL STACK APPROX. 3.5 KM 2710541.7 | AG0369| AG2633 CLEARWATER NORTON PARK TANK APPROX. 1.6 KM 2754451.0 | AG0369| AG2608 BELLEAIR BILTMORE HOTEL TANK APPROX. 2.3 KM 2804650.1 | AG0369| AG2612 CLEARWATER FIRST UNIT METH CH APPROX. 3.1 KM 3050525.3 | AG0369| AG2613 CLEARWATER RAD STA WTAN MAST APPROX. 3.7 KM 3081447.5 | AG0369| AG2587 HARRIS APPROX. 3.4 KM 3115803.5 | AG0369| AG2632 CLEARWATER GENERAL TEL TOWER APPROX. 2.7 KM 3405612.0 | AG0369| AG0389 BREEZE RM 2 23.593 METERS 34451 | AG0369| AG0377 BREEZE RM 3 270.674 METERS 35349 | AG0369|---------------------------------------------------------------------| AG0369 AG0369 SUPERSEDED SURVEY CONTROL AG0369 AG0369 NAD 83(1990)- 27 56 36.56736(N) 082 46 29.65730(W) AD( ) 1 AG0369 NAD 83(1986)- 27 56 36.57391(N) 082 46 29.66889(W) AD( ) 1 AG0369 NAD 27 - 27 56 35.49843(N) 082 46 30.30171(W) AD( ) 1 AG0369 NGVD 29 - 18.699 (m) 61.35 (f) ADJ UNCH 2 2 AG0369 AG0369.Superseded values are not recommended for survey control. AG0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0369.See file dsdata.txt to determine how the superseded data were derived. AG0369 AG0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2538092210(NAD 83) AG0369_MARKER: DS = TRIANGULATION STATION DISK AG0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0369_STAMPING: BREEZE 1973 AG0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0369+STABILITY: SURFACE MOTION AG0369 AG0369 HISTORY - Date Condition Report By AG0369 HISTORY - 1973 MONUMENTED NGS AG0369 HISTORY - 1976 GOOD NGS AG0369 HISTORY - 1983 GOOD USPSQD AG0369 HISTORY - 1984 GOOD USPSQD AG0369 HISTORY - 19960122 GOOD USPSQD AG0369 AG0369 STATION DESCRIPTION AG0369 AG0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AG0369'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF THE CENTER AG0369'OF CLEARWATER AND ON PROPERTY OF THE CITY OF CLEARWATER. AG0369' AG0369'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AG0369'AND STATE HIGHWAY 60 IN THE EAST EDGE OF CLARWATER, GO WEST AG0369'ON STATE HIGHWAY 60 FOR 2.75 MILES TO THE JUNCTION OF HIGHLAND AG0369'AVENUE. TURN LEFT AND GO SOUTH ON HIGHLAND AVENUE FOR 1.0 AG0369'MILE TO THE JUNCTION OF LIME STREET ON THE RIGHT AND REFERENCE AG0369'MARK 3. CONTINUE SOUTH ON HIGHLAND AVENUE FOR 0.15 MILE TO AG0369'THE JUNCTION OF SEABREEZE STREET ON THE LEFT AND THE STATION AG0369'IN THE NORTHEAST ANGLE OF THE INTERSECTION. AG0369' AG0369'STATION MARKS ARE STANDARD DISKS STAMPED BREEZE 1973. THE AG0369'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE AG0369'MONUMENT 2 INCHES BELOW THE GROUND SURFACE. IT IS 56 FEET EAST AG0369'OF THE CENTER OF HIGHLAND AVENUE, 50.5 FEET NORTH OF THE CENTER AG0369'OF SEABREEZE STREET AND 19.3 FEET WEST-SOUTHWEST OF THE AG0369'SOUTHWEST CORNER OF A SMALL PUMP HOUSE. THE UNDERGROUND MARK AG0369'IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE AG0369'GROUND SURFACE. AG0369' AG0369'REFERENCE MARK 1, A STANDAD DISK STAMPED BREEZE NO 1 1973, AG0369'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AG0369'1 INCH BELOW THE GROUND SURFACE. IT IS 30.7 FEET EAST OF THE AG0369'CENTER OF HIGHLAND AVENUE, 18 FEET SOUTH OF THE CENTER OF AG0369'SEABREEZE STREET AND 7.6 FEET SOUTH OF A WATER MAIN COVER. AG0369' AG0369'REFERENCE MARK 2, A STANDARD DISK STAMPED BREEZE NO 2 1973, AG0369'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AG0369'2 INCHES BELOW THE GROUND SURFACE. IT IS 80 FEET WEST-SOUTHWEST AG0369'OF A POWER LINE POLE WITH 3 TRANSFORMER, 75 FEET NORTH-NORTHWEST AG0369'OF THE NORTHWEST CORNER OF THE SMALL PUMP HOUSE, 37.5 FEET WEST AG0369'OF THE CENTER OF HIGHLAND AVENUE AND 5.6 FEET EAST OF A AG0369'NORTH-SOUTH HEDGE ROW. AG0369' AG0369'REFERENCE MARK 3, A STANDARD DISK STAMPED BREEZE NO 3 1973, AG0369'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AG0369'FLUSH WITH THE GROUND SURFACE. IT IS 27 FEET WEST OF THE CENTER OF AG0369'HIGHLAND AVENUE, 16 FEET SOUTH OF THE CENTER OF LIME STREET AG0369'AND 4.5 FEET NORTH OF POWER LINE POLE NUMBER 2-15054. AG0369' AG0369'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS. AG0369 AG0369 STATION RECOVERY (1976) AG0369 AG0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0369'IN CLEARWATER. AG0369'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 686 (EAST BAY DR.) AG0369'AND S.R. 595 (MISSOURI AVE.). RUN EASTERLY ON S.R. 686 FOR .80 MILES AG0369'TO THE INTERSECTION OF HIGHLAND AVE. (C.R. 111). TURN LEFT AND RUN AG0369'NORTHERLY ON HIGHLAND AVE. FOR 1.85 MILES TO THE INTERSECTION OF AG0369'SEABREEZE ST. STATION ON RIGHT, N.E. CORNER, 57.0 FT. EAST OF THE AG0369'CENTERLINE OF HIGHLAND AVE., 50.0 FT. NORTH OF THE CENTERLINE OF AG0369'SEABREEZE ST., 104.5 FT. N.N.W. OF THE N.W. CORNER OF A CONCRETE BLOCK AG0369'HOUSE (1449 SEABREEZE ST.), 57.5 FT WEST OF POWER POLE (NUMBER AG0369'6A-13220-R). SET IN THE TOP OF A CONCRETE POST THAT IS SET 2 IN. AG0369'BELOW THE GROUND. SECTION 23, T 29, R 15. AG0369 AG0369 STATION RECOVERY (1983) AG0369 AG0369'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0369'RECOVERED IN GOOD CONDITION. AG0369 AG0369 STATION RECOVERY (1984) AG0369 AG0369'RECOVERY NOTE BY US POWER SQUADRON 1984 AG0369'RECOVERED IN GOOD CONDITION. AG0369 AG0369 STATION RECOVERY (1996) AG0369 AG0369'RECOVERY NOTE BY US POWER SQUADRON 1996 AG0369'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AL0138 *********************************************************************** AL0138 DESIGNATION - CLARK AL0138 PID - AL0138 AL0138 STATE/COUNTY- FL/PINELLAS AL0138 USGS QUAD - ELFERS (1987) AL0138 AL0138 *CURRENT SURVEY CONTROL AL0138 ___________________________________________________________________ AL0138* NAD 83(1999)- 28 09 08.49374(N) 082 42 10.62044(W) ADJUSTED AL0138* NAVD 88 - 18.397 (meters) 60.36 (feet) ADJUSTED AL0138 ___________________________________________________________________ AL0138 X - 714,802.628 (meters) COMP AL0138 Y - -5,582,187.932 (meters) COMP AL0138 Z - 2,991,399.725 (meters) COMP AL0138 LAPLACE CORR- -1.35 (seconds) DEFLEC99 AL0138 ELLIP HEIGHT- -6.75 (meters) (05/29/03) GPS OBS AL0138 GEOID HEIGHT- -25.08 (meters) GEOID99 AL0138 DYNAMIC HT - 18.370 (meters) 60.27 (feet) COMP AL0138 MODELED GRAV- 979,195.7 (mgal) NAVD 88 AL0138 AL0138 HORZ ORDER - FIRST AL0138 VERT ORDER - SECOND CLASS II AL0138 ELLP ORDER - FOURTH CLASS II AL0138 AL0138.The horizontal coordinates were established by GPS observations AL0138.and adjusted by the National Geodetic Survey in May 2003. AL0138 AL0138.The orthometric height was determined by differential leveling AL0138.and adjusted by the National Geodetic Survey in June 1991. AL0138 AL0138.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL0138 AL0138.The Laplace correction was computed from DEFLEC99 derived deflections. AL0138 AL0138.The ellipsoidal height was determined by GPS observations AL0138.and is referenced to NAD 83. AL0138 AL0138.The geoid height was determined by GEOID99. AL0138 AL0138.The dynamic height is computed by dividing the NAVD 88 AL0138.geopotential number by the normal gravity value computed on the AL0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL0138.degrees latitude (g = 980.6199 gals.). AL0138 AL0138.The modeled gravity was interpolated from observed gravity values. AL0138 AL0138; North East Units Scale Converg. AL0138;SPC FL W - 423,292.401 130,957.102 MT 0.99999999 -0 19 54.0 AL0138;UTM 17 - 3,115,252.878 332,783.986 MT 0.99994511 -0 48 13.2 AL0138 AL0138: Primary Azimuth Mark Grid Az AL0138:SPC FL W - SPEED 099 13 48.6 AL0138:UTM 17 - SPEED 099 42 07.8 AL0138 AL0138|---------------------------------------------------------------------| AL0138| PID Reference Object Distance Geod. Az | AL0138| dddmmss.s | AL0138| AL0364 SPEED APPROX. 5.2 KM 0985354.6 | AL0138| AL0146 CLARK RM 1 26.517 METERS 10852 | AL0138| AL0148 CLARK RM 3 12933 | AL0138| AL0147 CLARK RM 2 26.782 METERS 23341 | AL0138| AL0742 TARPON SPRINGS LAKE BUTLER TK APPROX. 3.2 KM 2462806.1 | AL0138|---------------------------------------------------------------------| AL0138 AL0138 SUPERSEDED SURVEY CONTROL AL0138 AL0138 NAD 83(1990)- 28 09 08.49234(N) 082 42 10.62029(W) AD( ) 1 AL0138 NAD 83(1986)- 28 09 08.49940(N) 082 42 10.63000(W) AD( ) 1 AL0138 NAD 27 - 28 09 07.45043(N) 082 42 11.26954(W) AD( ) 1 AL0138 NGVD 29 - 18.654 (m) 61.20 (f) ADJ UNCH 2 2 AL0138 AL0138.Superseded values are not recommended for survey control. AL0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0138.See file dsdata.txt to determine how the superseded data were derived. AL0138 AL0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3278415253(NAD 83) AL0138_MARKER: DS = TRIANGULATION STATION DISK AL0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0138_STAMPING: CLARK 1972 AL0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0138+STABILITY: SURFACE MOTION AL0138 AL0138 HISTORY - Date Condition Report By AL0138 HISTORY - 1973 MONUMENTED NGS AL0138 HISTORY - 1976 GOOD NGS AL0138 HISTORY - 1990 GOOD USPSQD AL0138 AL0138 STATION DESCRIPTION AL0138 AL0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AL0138'STATION IS ABOUT 3-1/2 MILES EAST OF TARPON SPRINGS, 2-1/2 MILES AL0138'EAST OF THE JUNCTION OF U.S. HIGHWAY 19 AND STATE HIGHWAYS 582 AL0138'AND S-582, 1-1/2 MILES SOUTH OF THE PINELLAS AND PASCO COUNTY AL0138'LINE, JUST NORTH OF STATE HIGHWAY S-582 AND ON PROPERTY OWNED BY AL0138'DR. CLARK WHO LIVES IN TARPON SPRINGS. AL0138' AL0138'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND AL0138'STATE HIGHWAYS 582 AND S-582 IN THE EAST EDGE OF TARPON SPRINGS, GO AL0138'EASTERLY ON HIGHWAY S-582 FOR 2.5 MILES TO A DRIVEWAY LEFT JUST AL0138'BEFORE REACHING THE JUNCTION OF DOGWOOD TRACE ON THE RIGHT AL0138'(ENTRANCE TO OAK HILL ACRES.) TURN LEFT AND GO NORTH UPHILL FOR AL0138'0.05 MILE TO A HOUSE ON THE LEFT AND THE STATION ON THE RIGHT IN AL0138'A PASTURE AS DESCRIBED. AL0138' AL0138'STATION MARK, STAMPED CLARK 1972, IS A STANDARD DISK SET IN A AL0138'ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 113 FEET WEST AL0138'OF THE WEST LEG OF A HIGH TENSION LINE TOWER, 110 FEET EAST OF AL0138'THE NORTHEAST CORNER OF THE HOUSE, 63 FEET NORTHWEST OF A 12-INCH AL0138'OAK TREE, 51 FEET SOUTHEAST OF AN 18-INCH OAK TREE AND FENCE AL0138'CORNER AND 25.5 FEET EAST OF A 12-INCH PINE TREE (NORTHWEST 1 OF AL0138'2). AL0138' AL0138'REFERENCE MARK 1, STAMPED CLARK NO 1 1972, IS A STANDARD DISK SET AL0138'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 31 FEET AL0138'NORTHEAST OF THE 12-INCH OAK TREE AND 26.3 FEET WEST OF THE WEST AL0138'LEG OF THE HIGH TENSION LINE TOWER. AL0138' AL0138'REFERENCE MARK 2, STAMPED CLARK NO 2 1972, IS A STANDARD DISK AL0138'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 68 AL0138'FEET SOUTHWEST OF THE 12-INCH PINE TREE (NORTHWEST 1 OF 2), 57 AL0138'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 25 FEET AL0138'SOUTHEAST OF THE SOUTH 1 OF 4 EUCALYPTUS TREES AND 20 FEET EAST AL0138'OF CENTER OF THE DRIVEWAY. AL0138' AL0138'REFERENCE MARK 3, STAMPED CLARK NO 3 1972, IS A STANDARD DISK AL0138'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 42 AL0138'FEET SOUTH OF CENTER OF HIGHWAY S-582, 14.5 FEET NORTHWEST OF A AL0138'CONCRETE RIGHT-OF-WAY MARKER, 2 FEET NORTHEAST OF A POWER POLE AL0138'AND 2 FEET NORTHWEST OF A METAL WITNESS POST. AL0138' AL0138'TO REACH REFERENCE MARK 3 FROM THE DRIVEWAY ENTRANCE, GO EAST AL0138'ON HIGHWAY S-582 FOR 0.1 MILE TO THE MARK ON THE RIGHT AS AL0138'DESCRIBED. AL0138' AL0138'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. AL0138 AL0138 STATION RECOVERY (1976) AL0138 AL0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AL0138'1.0 MI E FROM TARPON SPRINGS. AL0138'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AL0138'KEYSTONE RD. (SR-582). RUN EASTERLY ON KEYSTONE RD. FOR 2.6 MILES TO AL0138'AN ASPHALT DRIVEWAY LEFT. TURN LEFT, AND RUN NORTHERLY UP ASPHALT AL0138'DRIVEWAY FOR 0.05 MILE TO HOUSE ON LEFT. STATION ON RIGHT, 113.0 FT. AL0138'WEST OF THE WEST LEG OF A TRANSMISSION TOWER (NUMBER HTE 65), 110.0 AL0138'FT. EAST OF THE N.E. CORNER OF A ONE STORY FRAME HOUSE, 63.0 N.W. OF A AL0138'12 INCH OAK TREE, 51.0 FT. S.E. OF A 18 INCH OAK TREE, 25.0 FT. EAST AL0138'OF A 12 INCH PINE TREE. SET IN THE TOP OF A CONCRETE POST THAT IS AL0138'FLUSH WITH THE GROUND. SECTION 9, T 27, R 16. AL0138 AL0138 STATION RECOVERY (1990) AL0138 AL0138'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG) AL0138'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AG0456 *********************************************************************** AG0456 DESIGNATION - COURTNEY AG0456 PID - AG0456 AG0456 STATE/COUNTY- FL/PINELLAS AG0456 USGS QUAD - SAFETY HARBOR (1956) AG0456 AG0456 *CURRENT SURVEY CONTROL AG0456 ___________________________________________________________________ AG0456* NAD 83(1999)- 27 57 54.67207(N) 082 39 46.54640(W) ADJUSTED AG0456* NAVD 88 - 1.193 (meters) 3.91 (feet) ADJUSTED AG0456 ___________________________________________________________________ AG0456 X - 719,945.676 (meters) COMP AG0456 Y - -5,591,349.531 (meters) COMP AG0456 Z - 2,973,087.311 (meters) COMP AG0456 LAPLACE CORR- -1.39 (seconds) DEFLEC99 AG0456 ELLIP HEIGHT- -23.50 (meters) (05/29/03) GPS OBS AG0456 GEOID HEIGHT- -24.69 (meters) GEOID99 AG0456 DYNAMIC HT - 1.192 (meters) 3.91 (feet) COMP AG0456 MODELED GRAV- 979,187.8 (mgal) NAVD 88 AG0456 AG0456 HORZ ORDER - FIRST AG0456 VERT ORDER - SECOND CLASS II AG0456 ELLP ORDER - FOURTH CLASS II AG0456 AG0456.The horizontal coordinates were established by GPS observations AG0456.and adjusted by the National Geodetic Survey in May 2003. AG0456 AG0456.The orthometric height was determined by differential leveling AG0456.and adjusted by the National Geodetic Survey in June 1991. AG0456 AG0456.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG0456 AG0456.The Laplace correction was computed from DEFLEC99 derived deflections. AG0456 AG0456.The ellipsoidal height was determined by GPS observations AG0456.and is referenced to NAD 83. AG0456 AG0456.The geoid height was determined by GEOID99. AG0456 AG0456.The dynamic height is computed by dividing the NAVD 88 AG0456.geopotential number by the normal gravity value computed on the AG0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0456.degrees latitude (g = 980.6199 gals.). AG0456 AG0456.The modeled gravity was interpolated from observed gravity values. AG0456 AG0456; North East Units Scale Converg. AG0456;SPC FL W - 402,528.182 134,775.082 MT 0.99999367 -0 18 39.2 AG0456;UTM 17 - 3,094,459.235 336,431.096 MT 0.99993023 -0 46 47.9 AG0456 AG0456: Primary Azimuth Mark Grid Az AG0456:SPC FL W - COURTNEY RM 3 082 57 36.8 AG0456:UTM 17 - COURTNEY RM 3 083 25 45.5 AG0456 AG0456|---------------------------------------------------------------------| AG0456| PID Reference Object Distance Geod. Az | AG0456| dddmmss.s | AG0456| AG0471 COURTNEY RM 3 0823857.6 | AG0456| AG0470 COURTNEY RM 1 25.220 METERS 08944 | AG0456| AG0469 COURTNEY RM 2 25.260 METERS 25457 | AG0456|---------------------------------------------------------------------| AG0456 AG0456 SUPERSEDED SURVEY CONTROL AG0456 AG0456 NAD 83(1990)- 27 57 54.67003(N) 082 39 46.54527(W) AD( ) 1 AG0456 NAD 83(1986)- 27 57 54.67605(N) 082 39 46.55648(W) AD( ) 1 AG0456 NAD 27 - 27 57 53.60282(N) 082 39 47.19979(W) AD( ) 1 AG0456 NGVD 29 - 1.455 (m) 4.77 (f) ADJ UNCH 2 2 AG0456 AG0456.Superseded values are not recommended for survey control. AG0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0456.See file dsdata.txt to determine how the superseded data were derived. AG0456 AG0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3643194459(NAD 83) AG0456_MARKER: DS = TRIANGULATION STATION DISK AG0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0456_STAMPING: COURTNEY 1973 AG0456_MAGNETIC: N = NO MAGNETIC MATERIAL AG0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0456+STABILITY: SURFACE MOTION AG0456 AG0456 HISTORY - Date Condition Report By AG0456 HISTORY - 1973 MONUMENTED NGS AG0456 HISTORY - 1975 GOOD FLDT AG0456 HISTORY - 1976 GOOD FLDT AG0456 HISTORY - 1984 GOOD USPSQD AG0456 HISTORY - 1988 MARK NOT FOUND USPSQD AG0456 AG0456 STATION DESCRIPTION AG0456 AG0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AG0456'STATION IS LOCATED ABOUT 2 MILES EAST OF CLEARWATER, 2 MILES AG0456'SOUTHEAST OF SAFETY HARBOR, ON THE COURTNEY-CAMPBELL CAUSEWAY AG0456'(STATE ROAD 60) AND ON THE HIGHWAY RIGHT-OF-WAY ON THE SOUTH AG0456'SIDE OF THE ROAD. AG0456' AG0456'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS 60 AND AG0456'593 IN THE EAST EDGE OF CLEARWATER, GO EAST ON STATE ROAD 60 FOR AG0456'2.75 MILES TO THE STATION ON THE RIGHT AS DESCRIBED. AG0456' AG0456'TO REACH REFERENCE MARK 3 FROM THE STATION GO EAST ON STATE AG0456'ROAD 60 FOR 0.35 MILE TO THE MARK ON THE RIGHT AS DESCRIBED. AG0456' AG0456'STATION MARKS ARE STANDARD DISKS STAMPED COURTNEY 1973. SURFACE AG0456'DISK IS SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE AG0456'GROUND. IT IS 35 FEET SOUTH OF THE SOUTH EDGE OF STATE ROAD 60, AG0456'25.3 FEET SOUTHWEST OF A 10-INCH PINE TREE, 10 FEET NORTH OF A AG0456'SEAWALL AND 8.8 FEET NORTH OF A METAL WITNESS POST. AG0456' AG0456'REFERENCE MARK 1, STAMPED COURTNEY NO 1 1973, IS A STANDARD DISK AG0456'SET IN A DRILL HOLE IN THE CENTER OF A 1-FOOT CONCRETE SEAWALL AG0456'THAT PROJECTS 6 INCHES. IT IS 46 FEET SOUTH OF THE SOUTH EDGE AG0456'OF STATE ROAD 60 AND 59 FEET SOUTHEAST OF A 10-INCH PINE TREE. AG0456' AG0456'REFERENCE MARK 2, STAMPED COURTNEY NO 2 1973, IS A STANDARD DISK AG0456'SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE SEAWALL AND PROJECTS AG0456'6 INCHES. IT IS 108 FEET SOUTHWEST OF A 10-INCH PINE TREE AND AG0456'46 FEET SOUTH OF THE SOUTH EDGE OF STATE ROAD 60. AG0456' AG0456'REFERENCE MARK 3, STAMPED COURTNEY NO 3 1973, IS A STANDARD AG0456'DISK SET IN A DRILL HOLE IN THE TOP OF A CONCRETE SEAWALL AND AG0456'PROJECTS 6 INCHES. IT IS 46 FEET SOUTH OF THE SOUTH EDGE OF AG0456'STATE ROAD 60, 21.5 FEET SOUTH OF A 14-INCH PALM TREE AND 2.5 AG0456'FEET SOUTH OF A METAL WITNESS POST. AG0456' AG0456'HEIGHT OF LIGHT ABOVE STATION MARK 18.1 METERS. AG0456 AG0456 STATION RECOVERY (1975) AG0456 AG0456'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0456'AT CLEARWATER. AG0456'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND S.R. 60 AG0456'(GULF TO BAY BLVD.) RUN EASTERLY ON S.R. 60 FOR 4.25 MILES. AG0456'STATION ON RIGHT, 55.8 FT. SOUTH OF THE CENTERLINE OF S.R. 60, AG0456'82.88 FT. EAST OF REFERENCE MONUMENT NO. 2, 26.0 FT. W/SW OF A AG0456'10 INCH PINE TREE, 10.0 FT. NORTH OF THE CONCRETE SEAWALL. AG0456'SET IN TOP OF A CONCRETE POST THAT IS 0.2 FEET BELOW THE GROUND. AG0456'SECTION 13, T29S, R16E. AG0456 AG0456 STATION RECOVERY (1976) AG0456 AG0456'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM) AG0456'STATION RECOVERED AS DESCRIBED BY C.W.WRIGHT, IN 1973. REFERENCE MARK AG0456'NUMBER 3, USED AS AZIMUTH MARK, WAS NOT RECOVERED AT THIS TIME. AG0456 AG0456 STATION RECOVERY (1984) AG0456 AG0456'RECOVERY NOTE BY US POWER SQUADRON 1984 AG0456'RECOVERED IN GOOD CONDITION. AG0456 AG0456 STATION RECOVERY (1988) AG0456 AG0456'RECOVERY NOTE BY US POWER SQUADRON 1988 (RTW) AG0456'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AG0487 *********************************************************************** AG0487 DESIGNATION - DESOTO B AG0487 PID - AG0487 AG0487 STATE/COUNTY- FL/PINELLAS AG0487 USGS QUAD - PASS-A-GRILLE BEACH (1994) AG0487 AG0487 *CURRENT SURVEY CONTROL AG0487 ___________________________________________________________________ AG0487* NAD 83(1999)- 27 38 13.07109(N) 082 41 56.64575(W) ADJUSTED AG0487* NAVD 88 - 1.989 (meters) 6.53 (feet) ADJUSTED AG0487 ___________________________________________________________________ AG0487 X - 718,574.785 (meters) COMP AG0487 Y - -5,608,630.059 (meters) COMP AG0487 Z - 2,940,913.982 (meters) COMP AG0487 LAPLACE CORR- -1.72 (seconds) DEFLEC99 AG0487 ELLIP HEIGHT- -22.40 (meters) (05/29/03) GPS OBS AG0487 GEOID HEIGHT- -24.23 (meters) GEOID99 AG0487 DYNAMIC HT - 1.986 (meters) 6.52 (feet) COMP AG0487 MODELED GRAV- 979,160.5 (mgal) NAVD 88 AG0487 AG0487 HORZ ORDER - FIRST AG0487 VERT ORDER - SECOND CLASS II AG0487 ELLP ORDER - FOURTH CLASS II AG0487 AG0487.The horizontal coordinates were established by GPS observations AG0487.and adjusted by the National Geodetic Survey in May 2003. AG0487 AG0487.The orthometric height was determined by differential leveling AG0487.and adjusted by the National Geodetic Survey in June 1991. AG0487 AG0487.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG0487 AG0487.The Laplace correction was computed from DEFLEC99 derived deflections. AG0487 AG0487.The ellipsoidal height was determined by GPS observations AG0487.and is referenced to NAD 83. AG0487 AG0487.The geoid height was determined by GEOID99. AG0487 AG0487.The dynamic height is computed by dividing the NAVD 88 AG0487.geopotential number by the normal gravity value computed on the AG0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0487.degrees latitude (g = 980.6199 gals.). AG0487 AG0487.The modeled gravity was interpolated from observed gravity values. AG0487 AG0487; North East Units Scale Converg. AG0487;SPC FL W - 366,176.213 131,012.349 MT 0.99999990 -0 19 27.4 AG0487;UTM 17 - 3,058,141.227 332,372.707 MT 0.99994684 -0 47 18.0 AG0487 AG0487: Primary Azimuth Mark Grid Az AG0487:SPC FL W - DESOTO 225 01 59.1 AG0487:UTM 17 - DESOTO 225 29 49.7 AG0487 AG0487|---------------------------------------------------------------------| AG0487| PID Reference Object Distance Geod. Az | AG0487| dddmmss.s | AG0487| AG0484 DESOTO APPROX. 2.1 KM 2244231.7 | AG0487| AG0488 DESOTO B AZ MK 1 68.222 METERS 23756 | AG0487| AG2513 FORT DESOTO PARK COUNTY TANK APPROX. 2.0 KM 2543901.4 | AG0487|---------------------------------------------------------------------| AG0487 AG0487 SUPERSEDED SURVEY CONTROL AG0487 AG0487 NAD 83(1990)- 27 38 13.06872(N) 082 41 56.64416(W) AD( ) 1 AG0487 NAD 83(1986)- 27 38 13.07299(N) 082 41 56.65655(W) AD( ) 1 AG0487 NAD 27 - 27 38 11.95779(N) 082 41 57.29786(W) AD( ) 1 AG0487 NGVD 29 - 2.280 (m) 7.48 (f) ADJ UNCH 2 2 AG0487 AG0487.Superseded values are not recommended for survey control. AG0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0487.See file dsdata.txt to determine how the superseded data were derived. AG0487 AG0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3237358141(NAD 83) AG0487_MARKER: DD = SURVEY DISK AG0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0487_STAMPING: DESOTO B AG0487_MARK LOGO: FL-103 AG0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0487+STABILITY: SURFACE MOTION AG0487 AG0487 HISTORY - Date Condition Report By AG0487 HISTORY - 1973 MONUMENTED FL-103 AG0487 HISTORY - 1976 GOOD NGS AG0487 HISTORY - 1990 GOOD USPSQD AG0487 HISTORY - 19910426 GOOD USPSQD AG0487 HISTORY - 19940214 GOOD USPSQD AG0487 HISTORY - 19991129 GOOD USPSQD AG0487 HISTORY - 20010331 GOOD NGS AG0487 AG0487 STATION DESCRIPTION AG0487 AG0487'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG0487'LOCATED AT THE NORTHEAST END OF FORT DE SOTO PARK. AG0487' AG0487'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND CENTRAL AG0487'AVENUE IN ST. PETERSBURG, GO SOUTH ON U.S. HIGHWAY 19 FOR AG0487'3.5 MILES TO THE JUNCTION OF THE BAYWAY ON THE RIGHT. TURN RIGHT AG0487'AS PER SIGN FT. DE SOTO PARK AND GO WEST FOR 0.7 MILE TO A AG0487'TOLL BOOTH. CONTINUE WESTWARDLY FOR 1.35 MILES TO A SIDE ROAD AG0487'LEFT. TURN LEFT AND GO SOUTHWARDLY AS PER SIGN FORT DE SOTO AG0487'PARK FOR 0.65 MILE TO A TOLL BOOTH. CONTINUE SOUTHWARDLY FOR AG0487'3.8 MILES TO LAST TOLL BOOTH. CONTINUE SOUTHWARDLY FOR 2.3 AG0487'MILES TO A T-ROAD JUNCTION AND TRIANGULATION STATION DESOTO AG0487'JUST NORTH OF THE DE SOTO PARK HEADQUARTERS FLAG POLE. TURN AG0487'LEFT AND GO NORTHEASTWARDLY FOR 1.4 MILES TO STATION ON THE AG0487'LEFT SIDE OF PAVING AT THE MOST EASTERLY APEX OF CURB IN AG0487'THE PARKWAY SOUTHWEST OF THE TURN AROUND CIRCLE AS AG0487'DESCRIBED. AG0487' AG0487'BRONZE DISK STAMPED DESOTO-B SET IN THE TOP OF A 12 INCH AG0487'DIAMETER ROUND CONCRETE MONUMENT THAT IS 2 INCHES ABOVE THE AG0487'GROUND. THE UNDERGROUND DISK IS SET IN A IRREGULAR MASS OF AG0487'CONCRETE 48 INCHES BELOW THE GROUND SURFACE. IT IS ABOUT 6 AG0487'FEET WEST OF THE EASTERLY APEX OF A CONCRETE CURBING, 3 FEET AG0487'NORTH OF A CONCRETE CURBING AND 3 FEET SOUTH OF A CONCRETE AG0487'CURBING. AG0487' AG0487'AZIMUTH MARK 1, JUST SOUTHWEST OF STATION IS AT THE AG0487'SOUTHWESTERLY APEX OF CURB IN THE CENTER PARKWAY AS DESCRIBED. AG0487' AG0487'BRONZE DISK STAMPED DESOTO-B AZ, 1 SET IN THE TOP OF A 12 AG0487'INCH DIAMETER ROUND CONCRETE MONUMENT THAT IS 2 INCHES ABOVE AG0487'THE GROUND. AG0487' AG0487'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0487 AG0487 STATION RECOVERY (1976) AG0487 AG0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0487'IN ST PETERSBURG. AG0487'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S. AG0487'ALT. HWY. 19A (PINELLAS BAYWAY, S.R. 682). RUN WESTERLY ON PINELLAS AG0487'BAYWAY FOR 2.3 MILES TO THE INTERSECTION S.R. 693 (PAVED SIDE ROAD AG0487'LEADING SOUTH TO FORT DESOTO PARK). TURN LEFT ON S.R. 693 AND RUN AG0487'SOUTHERLY FOR 6.85 MILES TO THE INTERSECTION OF S.R. 699. TURN LEFT AG0487'AND RUN EASTERLY AND NORTHERLY ON S.R. 699 FOR 1.45 MILES. STATION ON AG0487'LEFT AT THE S.E. END OF GRASS TRINAGLE LANE DIVIDEN, 7.1 FT. WEST OF AG0487'THE BACK OF CURB, 4.0 FT. SOUTH OF THE BACK OF CURB, 3.0 FT. NORTH OF AG0487'THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH AG0487'WITH THE GROUND. AG0487 AG0487 STATION RECOVERY (1990) AG0487 AG0487'RECOVERY NOTE BY US POWER SQUADRON 1990 (ACD) AG0487'RECOVERED IN GOOD CONDITION. AG0487 AG0487 STATION RECOVERY (1991) AG0487 AG0487'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR) AG0487'RECOVERED IN GOOD CONDITION. AG0487 AG0487 STATION RECOVERY (1994) AG0487 AG0487'RECOVERY NOTE BY US POWER SQUADRON 1994 AG0487'RECOVERED IN GOOD CONDITION. AG0487 AG0487 STATION RECOVERY (1999) AG0487 AG0487'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0487'RECOVERED IN GOOD CONDITION. AG0487 AG0487 STATION RECOVERY (2001) AG0487 AG0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0487'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AG0523 *********************************************************************** AG0523 DESIGNATION - FRANKLAND AG0523 PID - AG0523 AG0523 STATE/COUNTY- FL/PINELLAS AG0523 USGS QUAD - SAFETY HARBOR (1956) AG0523 AG0523 *CURRENT SURVEY CONTROL AG0523 ___________________________________________________________________ AG0523* NAD 83(1999)- 27 53 36.82302(N) 082 39 01.73786(W) ADJUSTED AG0523* NAVD 88 - 1.450 (meters) 4.76 (feet) ADJUSTED AG0523 ___________________________________________________________________ AG0523 X - 721,635.919 (meters) COMP AG0523 Y - -5,594,880.398 (meters) COMP AG0523 Z - 2,966,074.632 (meters) COMP AG0523 LAPLACE CORR- -1.60 (seconds) DEFLEC99 AG0523 ELLIP HEIGHT- -23.22 (meters) (05/29/03) GPS OBS AG0523 GEOID HEIGHT- -24.57 (meters) GEOID99 AG0523 DYNAMIC HT - 1.448 (meters) 4.75 (feet) COMP AG0523 MODELED GRAV- 979,183.6 (mgal) NAVD 88 AG0523 AG0523 HORZ ORDER - FIRST AG0523 VERT ORDER - SECOND CLASS I AG0523 ELLP ORDER - FOURTH CLASS II AG0523 AG0523.The horizontal coordinates were established by GPS observations AG0523.and adjusted by the National Geodetic Survey in May 2003. AG0523 AG0523.The orthometric height was determined by differential leveling AG0523.and adjusted by the National Geodetic Survey in June 1991. AG0523 AG0523.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG0523 AG0523.The Laplace correction was computed from DEFLEC99 derived deflections. AG0523 AG0523.The ellipsoidal height was determined by GPS observations AG0523.and is referenced to NAD 83. AG0523 AG0523.The geoid height was determined by GEOID99. AG0523 AG0523.The dynamic height is computed by dividing the NAVD 88 AG0523.geopotential number by the normal gravity value computed on the AG0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0523.degrees latitude (g = 980.6199 gals.). AG0523 AG0523.The modeled gravity was interpolated from observed gravity values. AG0523 AG0523; North East Units Scale Converg. AG0523;SPC FL W - 394,584.444 135,957.532 MT 0.99999178 -0 18 15.6 AG0523;UTM 17 - 3,086,506.608 337,548.474 MT 0.99992574 -0 46 20.3 AG0523 AG0523: Primary Azimuth Mark Grid Az AG0523:SPC FL W - FRANKLAND RM 2 AZIMUTH 272 06 26.4 AG0523:UTM 17 - FRANKLAND RM 2 AZIMUTH 272 34 31.1 AG0523 AG0523|---------------------------------------------------------------------| AG0523| PID Reference Object Distance Geod. Az | AG0523| dddmmss.s | AG0523| CW7130 BM 28.695 METERS 06810 | AG0523| AG0524 FRANKLAND RM 4 27.264 METERS 08017 | AG0523| AG0522 FRANKLAND RM 1 20.095 METERS 19356 | AG0523| AG3789 FRANKLAND RM 2 AZIMUTH 2714810.8 | AG0523| DF5790 PCDSM GPS 11 341.615 METERS 27958 | AG0523|---------------------------------------------------------------------| AG0523 AG0523 SUPERSEDED SURVEY CONTROL AG0523 AG0523 NAD 83(1990)- 27 53 36.82157(N) 082 39 01.73605(W) AD( ) 1 AG0523 NAD 83(1986)- 27 53 36.82722(N) 082 39 01.74779(W) AD( ) 1 AG0523 NAD 27 - 27 53 35.74502(N) 082 39 02.39262(W) AD( ) 1 AG0523 NGVD 29 - 1.713 (m) 5.62 (f) ADJ UNCH 2 1 AG0523 AG0523.Superseded values are not recommended for survey control. AG0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0523.See file dsdata.txt to determine how the superseded data were derived. AG0523 AG0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3754886507(NAD 83) AG0523_MARKER: DS = TRIANGULATION STATION DISK AG0523_SETTING: 30 = CULVERT AG0523_STAMPING: FRANKLAND 1973 AG0523_MAGNETIC: N = NO MAGNETIC MATERIAL AG0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AG0523 AG0523 HISTORY - Date Condition Report By AG0523 HISTORY - 1973 MONUMENTED NGS AG0523 HISTORY - 1974 GOOD NGS AG0523 HISTORY - 1975 GOOD FLDT AG0523 HISTORY - 1975 GOOD FLDT AG0523 HISTORY - 1975 GOOD FLDT AG0523 HISTORY - 1976 GOOD FLDT AG0523 HISTORY - 1978 GOOD DOD AG0523 HISTORY - 1987 GOOD DMA AG0523 HISTORY - 19991214 GOOD USPSQD AG0523 AG0523 STATION DESCRIPTION AG0523 AG0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AG0523'STATION IS ABOUT 4-1/2 MILES EAST OF THE JUNCTION OF AG0523'U.S. HIGHWAY 19 AND STATE HIGHWAY 688, 4-1/2 MILES NORTHEAST AG0523'OF PINELLAS PARK, 3 MILES SOUTHEAST OF THE ST PETERSBURG-CLEARWATER AG0523'INTERNATIONAL AITPORT, 1/4 MILE WEST OF THE WEST AG0523'SHORE OF OLD TAMPA BAY, ALONG THE SOUTH SIDE OF AND ON THE AG0523'RIGHT-OF-WAY PROPERTY OF HIGHWAY 688. AG0523' AG0523'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AG0523'AND STATE HIGHWAY 60 IN THE EAST EDGE OF CLEARWATER, GO SOUTH AG0523'ON HIGHWAY 19 FOR 4.8 MILES TO THE JUNCTION OF STATE HIGHWAY 688 AG0523'(EAST BAY DRIVE). TURN LEFT AND GO EAST ON HIGHWAY 688 FOR 4.0 AG0523'MILES TO REFERENCE MARK 2 IN THE MEDIAN AS DESCRIBED. CONTINUE AG0523'EAST ON HIGHWAY 688 FOR 0.55 MILE TO THE STATION ON THE RIGHT AG0523'AS DESCRIBED JUST BEFORE REACHING A CONCRETE CULVERT. AG0523' AG0523'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS STAMPED AG0523'FRANKLAND 1973. THE SURFACE MARK IS SET IN A ROUND CONCRETE AG0523'POST FLUSH WITH THE GROUND. IT IS 94 FEET SOUTHWEST OF THE AG0523'CENTER OF THE SOUTH END OF THE CONCRETE CULVERT, 68 FEET NORTH OF AG0523'A METAL WITNESS POST AT REFERENCE MARK 1, 48 FEET SOUTH OF THE AG0523'SOUTH EDGE OF PAVEMENT OF HIGHWAY 688, 41.5 FEET SOUTH OF A AG0523'STREET LIGHT POLE AND 39 FEET EAST OF THE WEST EDGE OF A AG0523'CANAL. AG0523' AG0523'REFERENCE MARK 1, STAMPED FRANKLAND NO 1 1973, IS A STANDARD AG0523'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS AG0523'143 FEET SOUTHWEST OF THE CENTER OF THE SOUTH END OF THE AG0523'CONCRETE CULVERT, 109 FEET SOUTH OF THE SOUTH EDGE OF THE AG0523'PAVEMENT OF HIGHWAY 688, 107 FEET SOUTH OF THE STREET LIGHT POLE, AG0523'12 FEET WEST OF THE WEST EDGE OF THE CANAL AND 2 FEET NORTH OF AG0523'A METAL WITNESS POST. AG0523' AG0523'REFERENCE MARK 2, STAMPED FRANKLAND NO 2 1973, IS A STANDARD AG0523'DISK CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A AG0523'CONCRETE DRAINAGE BASIN IN THE MEDIAN OF HIGHWAY 688. IT IS AG0523'22 FEET SOUTH OF THE SOUTH EDGE OF THE WEST BOUND LANE, 18 FEET AG0523'NORTH OF THE NORTH EDGE OF THE EAST BOUND LANE AND 1.7 FEET AG0523'NORTH OF A METAL WITNESS POST. AG0523' AG0523'REFERENCE MARK 3, IS A FLORIDA STATE ROAD DEPARTMENT BENCH MARK AG0523'WITH NO STAMPING SET IN THE APPROXIMATE CENTER OF THE SOUTH END AG0523'OF THE CONCRETE CULVERT. IT IS 77.5 FEET EAST OF THE STREET AG0523'LIGHT POLE AND 14 FEET SOUTH OF THE SOUTH EDGE OF HIGHWAY 688. AG0523' AG0523'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. AG0523 AG0523 STATION RECOVERY (1974) AG0523 AG0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN) AG0523'STATION MARK, REFERENCE MARK 1 AND 2 (AZIMUTH MARK) WERE AG0523'RECOVERED AND FOUND IN GOOD CONDITION. THE DISTANCE AND AG0523'DIRECTION TO REFERENCE MARK 1 CHECKED. THE STATION WAS VISITED AG0523'BY REQUEST OF THE FLORIDA DEPARTMENT OF TRANSPORTATION GEODETIC AG0523'SURVEY CENTRAL OFFICE IN TALLAHASSEE, FLORIDA, WHEN THEY AG0523'REPORTED CONSTRUCTION HAD TAKEN PLACE IN THE AREA AND THE AG0523'STATION MARK COULD NOT BE FOUND. REFERENCE MARK 3 WAS AG0523'DESTROYED BY THE CONSTRUCTION OF A NEW CONCRETE BOX CULVERT. AG0523'REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME. DUE TO AG0523'CHANGES, A COMPLTE NEW DESCRIPTION FOLLOWS. AG0523' AG0523'STATION IS ABOUT 4-1/2 MILES EAST OF THE JUNCTION OF AG0523'U.S. HIGHWAY 19 AND STATE HIGHWAY 688 IN THE SOUTHEAST SIDE AG0523'OF CLEARWATER, 3 MILES SOUTHEAST OF THE SAINT PETERSBURG-CLEARWATER AG0523'INTERNATIONAL AIRPORT, 0.3 MILE EAST OF THE SUNCOAST AG0523'WELCOME CENTER, 1/4 MILE WEST OF THE APPROXIMATE WEST SHORE AG0523'OF OLD TAMPA BAY, 0.15 MILE WEST OF WHERE STATE HIGHWAY 688 AG0523'PASSES OVER INTERSTATE HIGHWAY 75 (SOUTH) AND ON THE SOUTH AG0523'RIGHT-OF-WAY OF STATE HIGHWAY 688. AG0523' AG0523'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND AG0523'STATE HIGHWAY 60 IN THE EAST EDGE OF CLEARWATER, GO SOUTH ON AG0523'U.S. HIGHWAY 19 FOR 4.8 MILES TO THE JUNCTION OF STATE AG0523'HIGHWAY 688 (EAST BAY DRIVE). TURN LEFT AND GO EAST ON AG0523'STATE HIGHWAY 688 FOR 4.0 MILES TO REFERENCE MARK 2 (AZIMUTH AG0523'MARK) 0N LEFT IN MEDIAN. CONTINUE EAST ON HIGHWAY 688 FOR 0.55 AG0523'MILE TO A CONCRETE BOX CULVERT ON RIGHT AND STATION. AG0523' AG0523'STATION MARKS ARE STANDARD DISKS STAMPED FRANKLAND 1973. THE AG0523'SURFACE MARK IS SET IN THE TOP OF A CYLINDRICAL 12-INCH AG0523'CONCRETE MONUMENT THAT IS 1-INCH BELOW THE GROUND SURFACE. IT AG0523'IS 78 FEET SOUTH-SOUTHWEST OF THE CENTER OF A CONCRETE BOX AG0523'CULVERT, 68 FEET NORTH OF A METAL WITNESS POST AT REFERENCE MARK AG0523'1, 61 FEET SOUTH OF THE CENTER OF HIGHWAY 688, 41 FEET AG0523'SOUTH-SOUTHWEST OF A HIGHWAY LIGHT POLE, 39 FEET EAST O THE AG0523'WEST EDGE OF A CANAL, 4 FEET EAST-NORTHEAST OF A METAL WITNESS AG0523'POST AND 2.5 FEET EAST-SOUTHEAST OF A METAL WITNESS POST. THE AG0523'UNDERGROUND MARK IS A STANDARD DISK SET IN AN IRREGULAR AG0523'MASS OF CONCRETE BELOW THE SURFACE STATION MARK. AG0523' AG0523'REFERENCE MARK 1, A STANDARD DISK STAMPED FRANKLAND NO 1 1973, AG0523'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT AG0523'THAT IS SET FLUSH WITH THE GROUND. IT IS 125 FEET SOUTH OF THE AG0523'CENTER OF THE HIGHWAY, 121 FEET SOUTHWEST OF THE CENTER OF THE AG0523'BOX CULVERT, 106.5 FEET SOUTH OF TE CENTER OF THE HIGHWAY LIGHT AG0523'POLE, 12 FEET WEST OF THE WEST EDGE OF THE CANAL AND 2 FEET AG0523'NORTH OF A METAL WITNESS POST. AG0523' AG0523'REFERENCE MARK 4, A FLORIDA STATE ROAD DEPARTMENT BENCH MARK AG0523'STAMPED NO 4 1974, IS CEMENTED IN A DRILL HOLE ON THE SOUTH END AG0523'OF THE CONCRETE BOX CULVERT. IT IS 82 FEET EAST-SOUTHEAST OF AG0523'THE LIGHT POLE, 40 FEET EAST OF THE WEST END OF THE BOX CULVERT, AG0523'AND 16.5 FEET WEST OF THE EAST END OF THE CULVERT. AG0523' AG0523'REFERENCE MARK 2 (AZIMUTH MARK), A STANDARD DISK STAMPED AG0523'FRANKLAND NO 2 1973, IS A STANDARD DISK CEMENTED IN A DRILL HOLE AG0523'IN THE SOUTHEAST CORNER OF A CONCRETE DRAINAGE BASIN IN THE AG0523'MEDIAN OF HIGHWAY, 22 FEET SOUTH OF THE SOUTH EDGE OF THE WEST AG0523'BOUND LANE OF HIGHWAY 688, 18 FEET NORTH OF THE NORTH EDGE OF AG0523'THE EAST BOUND LANE AND 1.7 FEET NORTH OF A METAL WITNESS AG0523'POST. AG0523' AG0523'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AG0523'5 MILES NORTHEAST OF PINELLAS PARK. AG0523 AG0523 STATION RECOVERY (1975) AG0523 AG0523'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0523'1 MI N FROM ST PETERSBURG. AG0523'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688 AG0523'(ULMERTON ROAD), RUN EASTERLY ALONG S.R. 688 FOR 4.50 MILES. AG0523'STATION ON RIGHT, 93.0 FT. SOUTH OF THE CENTERLINE OF S.R. 688, AG0523'156.4 FT. E/SE OF LIGHT POLE, NO NUMBER, 41.0 FT. SOUTH OF AG0523'LIGHT POLE, NO NUMBER, 50.5 FT. W/SW OF THE SW CORNER OF BOX AG0523'CULVERT. SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE AG0523'GROUND. SECTION 12, T30S, R16E. AG0523 AG0523 STATION RECOVERY (1975) AG0523 AG0523'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0523'FROM THE JUNCTION OF US ROUTE 19 AND STATE ROUTE 60, AT THE EAST EDGE AG0523'OF CLEARWATER, GO SOUTH ON U.S. ROUTE 19 FOR 4.8 MILES TO THE JUNCTION AG0523'OF STATE ROUTE 688, THEN GO EAST ON STATE ROUTE 688 FOR 4 MILES TO THE AG0523'AZIMUTH MARK IN THE MEDIAN, CONTINUE EAST ON STATE ROUTE 688 FOR 0.5 AG0523'MILE. THE MARK IS 77 FT. SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF AG0523'THE SOUTH CONCRETE HEADWALL OF A CULVERT, 60.8 FT. SOUTH OF THE AG0523'CENTERLINE OF STATE ROUTE 688, 40.5 FT. SOUTH SOUTHWEST OF A AG0523'STREETLIGHT POLE AND 39 FT. EAST OF THE WEST EDGE OF A CANAL. AG0523 AG0523 STATION RECOVERY (1975) AG0523 AG0523'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0523'FROM THE JUNCTION OF US ROUTE 19 AND STATE ROUTE 60, AT THE EAST EDGE AG0523'OF CLEARWATER, GO SOUTH ON U.S. ROUTE 19 FOR 4.8 MILES TO THE JUNCTION AG0523'OF STATE ROUTE 688, THEN GO EAST ON STATE ROUTE 688 FOR 4 MILES TO THE AG0523'AZIMUTH MARK IN THE MEDIAN, CONTINUE EAST ON STATE ROUTE 688 FOR 0.5 AG0523'MILE. THE MARK IS 77 FT. SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF AG0523'THE SOUTH CONCRETE HEADWALL OF A CULVERT, 60.8 FT. SOUTH OF THE AG0523'CENTERLINE OF STATE ROUTE 688, 40.5 FT. SOUTH SOUTHWEST OF A AG0523'STREETLIGHT POLE AND 39 FT. EAST OF THE WEST EDGE OF A CANAL. AG0523 AG0523 STATION RECOVERY (1976) AG0523 AG0523'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM) AG0523'STATION RECOVERED AS DESCRIBED BY R.P. KONRADY, NGS MARK MAINTENANCE, AG0523'WITH THE EXCEPTION THAT THE DIRECTION TO REFERENCE MARK NUMBER 1 WAS AG0523'IN ERROR. MARKS WERE OBSERVED TWICE AT THIS TIME, MEAN VALUES BEING AG0523'SHOWN ABOVE. AG0523 AG0523 STATION RECOVERY (1978) AG0523 AG0523'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978 AG0523'RECOVERED IN GOOD CONDITION. AG0523 AG0523 STATION RECOVERY (1987) AG0523 AG0523'RECOVERY NOTE BY DEFENSE MAP AGENCY 1987 (BCH) AG0523'RECOVERED IN GOOD CONDITION. AG0523 AG0523 STATION RECOVERY (1999) AG0523 AG0523'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0523'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AG5333 *********************************************************************** AG5333 DESIGNATION - GANDY AG5333 PID - AG5333 AG5333 STATE/COUNTY- FL/PINELLAS AG5333 USGS QUAD - GANDY BRIDGE (1987) AG5333 AG5333 *CURRENT SURVEY CONTROL AG5333 ___________________________________________________________________ AG5333* NAD 83(1999)- 27 52 39.20867(N) 082 35 16.68952(W) ADJUSTED AG5333* NAVD 88 - 1.733 (meters) 5.69 (feet) ADJUSTED AG5333 ___________________________________________________________________ AG5333 X - 727,846.897 (meters) COMP AG5333 Y - -5,594,912.447 (meters) COMP AG5333 Z - 2,964,507.143 (meters) COMP AG5333 LAPLACE CORR- -1.60 (seconds) DEFLEC99 AG5333 ELLIP HEIGHT- -23.02 (meters) (06/19/01) GPS OBS AG5333 GEOID HEIGHT- -24.64 (meters) GEOID99 AG5333 DYNAMIC HT - 1.730 (meters) 5.68 (feet) COMP AG5333 MODELED GRAV- 979,181.7 (mgal) NAVD 88 AG5333 AG5333 HORZ ORDER - B AG5333 VERT ORDER - FIRST CLASS II AG5333 ELLP ORDER - FOURTH CLASS I AG5333 AG5333.The horizontal coordinates were established by GPS observations AG5333.and adjusted by the National Geodetic Survey in June 2001. AG5333 AG5333.The orthometric height was determined by differential leveling AG5333.and adjusted by the National Geodetic Survey in June 1991. AG5333 AG5333.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG5333 AG5333.The Laplace correction was computed from DEFLEC99 derived deflections. AG5333 AG5333.The ellipsoidal height was determined by GPS observations AG5333.and is referenced to NAD 83. AG5333 AG5333.The geoid height was determined by GEOID99. AG5333 AG5333.The dynamic height is computed by dividing the NAVD 88 AG5333.geopotential number by the normal gravity value computed on the AG5333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5333.degrees latitude (g = 980.6199 gals.). AG5333 AG5333.The modeled gravity was interpolated from observed gravity values. AG5333 AG5333; North East Units Scale Converg. AG5333;SPC FL W - 392,779.852 142,103.831 MT 0.99998253 -0 16 29.8 AG5333;UTM 17 - 3,084,652.024 343,679.381 MT 0.99990162 -0 44 33.6 AG5333 AG5333: Primary Azimuth Mark Grid Az AG5333:SPC FL W - GANDY RM 3 256 24 26.1 AG5333:UTM 17 - GANDY RM 3 256 52 29.9 AG5333 AG5333|---------------------------------------------------------------------| AG5333| PID Reference Object Distance Geod. Az | AG5333| dddmmss.s | AG5333| AG1312 MACDILL AFB CHECKERED TANK APPROX. 9.8 KM 1060144.7 | AG5333| AG2152 TAMPA BAY CUT J TWO RNG R LT APPROX. 4.1 KM 1485125.0 | AG5333| AG2153 TAMPA BAY CUT J TWO RNG F LT APPROX. 4.7 KM 1550321.9 | AG5333| AG0548 GANDY RM 4 13.187 METERS 15854 | AG5333| AG0546 GANDY RM 2 27.893 METERS 20029 | AG5333| AG0547 GANDY RM 3 2560756.3 | AG5333| AG2092 ST PETERSBURG R STA WSUN N TWR 271.300 METERS 27743 | AG5333| CW7163 GANDY RM 1 27.060 METERS 29609 | AG5333|---------------------------------------------------------------------| AG5333 AG5333 SUPERSEDED SURVEY CONTROL AG5333 AG5333 NAD 83(1990)- 27 52 39.20710(N) 082 35 16.68884(W) AD( ) B AG5333 NAD 83(1990)- 27 52 39.20765(N) 082 35 16.68780(W) AD( ) 1 AG5333 NAD 83(1986)- 27 52 39.21292(N) 082 35 16.69951(W) AD( ) 1 AG5333 NAD 27 - 27 52 38.12829(N) 082 35 17.34971(W) AD( ) 1 AG5333 NGVD 29 - 2.000 (m) 6.56 (f) ADJ UNCH 1 2 AG5333 AG5333.Superseded values are not recommended for survey control. AG5333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5333.See file dsdata.txt to determine how the superseded data were derived. AG5333 AG5333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4367984652(NAD 83) AG5333_MARKER: DS = TRIANGULATION STATION DISK AG5333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG5333_STAMPING: GANDY 1973 AG5333_MARK LOGO: NGS AG5333_MAGNETIC: N = NO MAGNETIC MATERIAL AG5333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5333+STABILITY: SURFACE MOTION AG5333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG5333+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1994 AG5333 AG5333 HISTORY - Date Condition Report By AG5333 HISTORY - 1973 MONUMENTED NGS AG5333 HISTORY - 1973 GOOD NGS AG5333 HISTORY - 1975 GOOD FLDT AG5333 HISTORY - 1977 GOOD NGS AG5333 HISTORY - 1978 GOOD NGS AG5333 HISTORY - 1979 GOOD NGS AG5333 HISTORY - 19940505 GOOD NOS AG5333 HISTORY - 19991116 GOOD USPSQD AG5333 HISTORY - 20010331 GOOD NGS AG5333 AG5333 STATION DESCRIPTION AG5333 AG5333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AG5333'THE STATION IS LOCATED ABOUT 7-3/4 MILES NORTH-NORTHEAST OF AG5333'ST. PETERSBURG, 0.05 MILE EAST OF ST. PETERSBURG RADIO STATION AG5333'WSUN, ON THE SOUTH SIDE OF GANDY BRIDGE CAUSEWAY WHICH IS AG5333'U.S. HIGHWAY 92 (ROOSEVELT BOULEVARD N) AND ON ROAD RIGHT-OF-WAY. AG5333' AG5333'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 92 AG5333'AND STATE HIGHWAYS 686 AND 687 WHICH IS 7 MILES NORTH OF AG5333'ST. PETERSBURG, GO EAST ON U.S. HIGHWAY 92 FOR 2.5 MILES TO AG5333'REFERENCE MARK 3 ON THE LEFT IN THE CENTER OF A GRASS AG5333'MEDIAN. CONTINUE EAST ON U.S. HIGHWAY 92 FOR 0.45 MILE TO THE AG5333'NORTHEAST CORNER OF A PAVED PARKING AREA AND THE STATION. AG5333' AG5333'STATION MARKS ARE STANDARD DISKS STAMPED GANDY 1973. THE AG5333'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE AG5333'MONUMENT FLUSH WITH THE GROUND SURFACE. IT IS 110 FEET SOUTH OF AG5333'THE CENTER OF THE EAST BOUND LANES OF U.S. HIGHWAY 92, 72.3 AG5333'FEET NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE PAVED PARKING AG5333'AREA, 59.5 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE AG5333'PAVED PARKING AREA, 14.5 FEET EAST OF THE EAST EDGE OF THE AG5333'PAVED PARKING AREA AND 4.6 FEET NORTH OF A METAL WITNESS POST. AG5333'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS AG5333'OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE. AG5333' AG5333'REFERENCE MARK 1, A STANDARD DISK STAMPED GANDY NO 1 1973, IS AG5333'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH AG5333'WITH THE GROUND. IT IS 50 FEET WEST OF THE NORTHEAST CORNER OF AG5333'THE PAVED PARKING AREA, 3.8 FEET EAST OF POWER LINE POLE NUMBER AG5333'396-S AND 3 FEET NORTH OF THE NORTH EDGE OF THE PAVED PARKING AG5333'AREA. AG5333' AG5333'REFERENCE MARK 2, A STANDARD DISK STAMPED GANDY NO 2 1973, IS AG5333'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH AG5333'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT IS 47 FEET EAST AG5333'OF THE NORTHEAST CORNER OF A BOAT RAMP, 40.5 FEET WEST OF THE AG5333'SOUTHEAST CORNER OF THE PAVED PARKING AREA AND 1 FOOT SOUTH OF AG5333'THE SOUTH EDGE OF THE PAVED PARKING AREA. AG5333' AG5333'REFERENCE MARK 3, A STANDARD DISK STAMPED GANDY NO 3 1973, IS AG5333'CEMENTED IN A DRILL HOLE IN THE WEST END OF THE SOUTHWEST CORNER AG5333'OF A CONCRETE ABUTMENT FOR A CONCRETE CULVERT FOR THE WEST BOUND AG5333'LANES OF U.S. HIGHWAY 92. AG5333' AG5333'IT IS 48.5 FEET NORTH OF THE CENTER OF THE EAST BOUND LANES OF AG5333'U.S. HIGHWAY 92, 32 FEET SOUTH OF THE CENTER OF THE WEST BOUND AG5333'LANES OF U.S. HIGHWAY 92 AND 3.3 FEET EAST OF A METAL WITNESS POST. AG5333' AG5333'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS. AG5333 AG5333 STATION RECOVERY (1973) AG5333 AG5333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN) AG5333'STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED AS AG5333'DESCRIBED AND FOUND IN GOOD CONDITION. STATION WAS VISITED DUE AG5333'TO THE CONSTRUCTION OF A NEW EAST BOUND LANE OF U.S. HIGHWAY AG5333'92. REFERENCE MARK 1 WAS IN THE WAY OF CONSTRUCTION AND WAS AG5333'DESTROYED AFTER REFERENCE MARK 4 WAS ESTABLISHED. THE DISTANCE AG5333'AND DIRECTION TO ALL MARKS CHECKED WITH THE ORIGINAL AG5333'DESCRIPTION. DUE TO CHANGES A COMPLETE NEW DESCRIPTION AG5333'FOLLOWS. AG5333' AG5333'THE STATION IS LOCATED ABOUT 7-3/4 MILES NORTH-NORTHEAST OF AG5333'ST. PETERSBURG, 0.35 MILE WEST-SOUTHWEST OF THE GANDY BRIDGE, AG5333'0.05 MILE EAST OF THE ST. PETERSBURG RADIO STATION WSUN AND ON AG5333'THE EAST SIDE OF A SMALL PARKING AREA AND A BOAT RAMP. AG5333' AG5333'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 92 AND AG5333'STATE ROUTE 587, (GANDY BOULEVARD AND WEST SHORE BOULEVARD), GO AG5333'WEST-SOUTHWEST ON U.S. HIGHWAY 92 (GANDY BOULEVARD) FOR 4.0 AG5333'MILES TO A PARKING AREA ON LEFT AND STATION AS AG5333'DESCRIBED. NOTICE--THE JUNCTION OF U.S. HIGHWAY 92 AND STATE AG5333'ROUTE 587 IS LOCATED IN THE SOUTHWEST PART OF TAMPA. AG5333' AG5333'STATION MARKS ARE STANDARD DISKS STAMPED GANDY 1973. THE AG5333'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE AG5333'MONUMENT FLUSH WITH THE GROUND SURFACE. IT IS 165.5 FEET AG5333'NORTHEAST OF THE NORTHEAST CORNER OF THE BOAT RAMP, 94 FEET AG5333'NORTH OF A CONCRETE SEA WALL, 73 FEET NORTH-NORTHEAST OF THE AG5333'SOUTHEAST CORNER OF THE PARKING AREA, 50 FEET SOUTH OF THE AG5333'CENTER OF PROPOSED EAST BOUND LANE OF U.S. HIGHWAY 92, 4.5 FEET AG5333'NORTH OF A METAL WITNESS POST, 4.5 FEET EAST OF A METAL AG5333'WITNESS POST AND 15 FEET EAST OF THE EAST SIDE OF THE PARKING AG5333'AREA. THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR AG5333'MASS OF CONCRETE 48-INCHES BELOW THE GROUND SURFACE. AG5333' AG5333'REFERENCE MARK 2, A STANDARD DISK STAMPED GANDY NO 2 1973, IS AG5333'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT AG5333'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT IS 74 FEET AG5333'NORTHEAST OF THE NORTHEAST CORNER OF THE BOAT RAMP, 40.5 FEET AG5333'WEST OF THE SOUTHEAST CORNER OF THE PARKING AREA, 1.3 FEET NORTH AG5333'OF A METAL WITNESS POST AND CABLE FENCE AND 1 FOOT SOUTH OF THE AG5333'SOUTH EDGE OF THE PARKING AREA. AG5333' AG5333'REFERENCE MARK 4, A STANDARD DISK STAMPED GANDY NO 4 1973, IS AG5333'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT AG5333'PROJECTS 2-INCHES ABOVE THE GROUND SURFACE. IT IS 136 FEET AG5333'NORTHEAST OF THE NORTHEAST CORNER OF THE BOAT RAMP, 51 FEET AG5333'NORTH OF THE CONCRETE SEA WALL, 33 FEET NORTHEAST OF THE AG5333'SOUTHEAST CORNER OF THE PARKING AREA AND 1.3 FEET NORTH OF A AG5333'METAL WITNESS POST. AG5333' AG5333'REFERENCE MARK 3, A STANDARD DISK STAMPED GANDY NO 3 1973, IS AG5333'CEMENTED IN A DRILL HOLE IN THE WEST END OF THE SOUTHWEST CORNER AG5333'OF THE CONCRETE CULVERT ABUTMENT, 48.5 FEET NORTH OF THE CENTER AG5333'OF THE EAST BOUND LANE OF U.S. HIGHWAY 92, 32 FEET SOUTH OF THE AG5333'CENTER OF THE WEST BOUND LANE OF HIGHWAY, AND 3.3 FEET EAST OF A AG5333'METAL WITNESS POST. AG5333' AG5333'TO REACH THE AZIMUTH MARK (REFERENCE MARK 3) FROM THE STATION, AG5333'GO WEST-SOUTHWEST ON U.S. HIGHWAY 92 FOR 0.4 MILE TO THE MARK ON AG5333'LEFT IN MEDIAN. AG5333' AG5333'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AG5333'7-3/4 MILES NNE OF ST. PETERSBURG. AG5333 AG5333 STATION RECOVERY (1975) AG5333 AG5333'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG5333'AT ST PETERSBURG. AG5333'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. AG5333'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92 AG5333'EAST), RUN EASTERLY ON GANDY BLVD. FOR 3.4 MILE. STATION ON AG5333'RIGHT, 37.2 FT. S/SE OF THE SOUTH EDGE OF THE EAST BOUND LANE OF AG5333'GANDY BLVD., 135.7 FT. E/SE OF THE CENTERLINE OF ENTRANCE ROAD AG5333'TO ASPHALT PARKING LOT, 73.0 FT. NORTH OF THE SE CORNER OF AG5333'ASPHALT PARKING LOT, 15.2 FT. EAST OF THE NE CORNER OF ASPHALT AG5333'PARKING LOT, 15.0 FT. E/SE OF THE EAST EDGE OF ASPHALT PARKING AG5333'LOT. SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE AG5333'GROUND. SECTION 15, T 30 S, R 17 E. AG5333 AG5333 STATION RECOVERY (1977) AG5333 AG5333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RRW) AG5333'STATION, RM NOS 2, 3 AND 4 ALL RECOVERED AS DESCRIBED IN GOOD AG5333'CONDITION. RM NO. 4 DESCRIPTION WAS NOT AVAILABLE IN THE FIELD. RM AG5333'NO. 1 WAS NOT FOUND. AG5333 AG5333 STATION RECOVERY (1978) AG5333 AG5333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AG5333'RECOVERED IN GOOD CONDITION. AG5333 AG5333 STATION RECOVERY (1979) AG5333 AG5333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN) AG5333'THE STATION MARK, REFERENCE MARKS 2, 3 (AZIMUTH MARK) AND 4 WERE AG5333'RECOVERED AS DESCRIBED IN 1973 RECOVERY NOTE BY C.L. NOVAK. ALL MARKS AG5333'WERE FOUND IN GOOD CONDITION. THE 1973 RECOVERY NOTE IS ADEQUATE. AG5333'THE STATION WAS USED TO ESTABLISH POSITIONS ON NAVIGATION AIDS IN AG5333'TAMPA BAY. AG5333 AG5333 STATION RECOVERY (1994) AG5333 AG5333'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RWD) AG5333'RECOVERED AS DESCRIBED. AG5333 AG5333 STATION RECOVERY (1999) AG5333 AG5333'RECOVERY NOTE BY US POWER SQUADRON 1999 AG5333'RECOVERED IN GOOD CONDITION. AG5333 AG5333 STATION RECOVERY (2001) AG5333 AG5333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG5333'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 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- -24.87 (meters) GEOID99 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 GEOID99. AL0666 AL0666; North East Units Scale 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: 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 - 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_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 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 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. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AG0597 *********************************************************************** AG0597 DESIGNATION - HIGHLAND AG0597 PID - AG0597 AG0597 STATE/COUNTY- FL/PINELLAS AG0597 USGS QUAD - CLEARWATER (1987) AG0597 AG0597 *CURRENT SURVEY CONTROL AG0597 ___________________________________________________________________ AG0597* NAD 83(1999)- 27 59 51.26440(N) 082 46 32.47365(W) ADJUSTED AG0597* NAVD 88 - 10.504 (meters) 34.46 (feet) ADJUSTED AG0597 ___________________________________________________________________ AG0597 X - 708,729.838 (meters) COMP AG0597 Y - -5,591,093.149 (meters) COMP AG0597 Z - 2,976,261.185 (meters) COMP AG0597 LAPLACE CORR- -1.63 (seconds) DEFLEC99 AG0597 ELLIP HEIGHT- -14.18 (meters) (05/29/03) GPS OBS AG0597 GEOID HEIGHT- -24.60 (meters) GEOID99 AG0597 DYNAMIC HT - 10.488 (meters) 34.41 (feet) COMP AG0597 MODELED GRAV- 979,189.6 (mgal) NAVD 88 AG0597 AG0597 HORZ ORDER - FIRST AG0597 VERT ORDER - SECOND CLASS II AG0597 ELLP ORDER - FOURTH CLASS II AG0597 AG0597.The horizontal coordinates were established by GPS observations AG0597.and adjusted by the National Geodetic Survey in May 2003. AG0597 AG0597.The orthometric height was determined by differential leveling AG0597.and adjusted by the National Geodetic Survey in June 1991. AG0597 AG0597.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG0597 AG0597.The Laplace correction was computed from DEFLEC99 derived deflections. AG0597 AG0597.The ellipsoidal height was determined by GPS observations AG0597.and is referenced to NAD 83. AG0597 AG0597.The geoid height was determined by GEOID99. AG0597 AG0597.The dynamic height is computed by dividing the NAVD 88 AG0597.geopotential number by the normal gravity value computed on the AG0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0597.degrees latitude (g = 980.6199 gals.). AG0597 AG0597.The modeled gravity was interpolated from observed gravity values. AG0597 AG0597; North East Units Scale Converg. AG0597;SPC FL W - 406,182.547 123,703.432 MT 1.00001300 -0 21 50.9 AG0597;UTM 17 - 3,098,203.987 325,390.305 MT 0.99997632 -0 50 01.6 AG0597 AG0597: Primary Azimuth Mark Grid Az AG0597:SPC FL W - HIGHLAND RM 3 002 58 57.7 AG0597:UTM 17 - HIGHLAND RM 3 003 27 08.4 AG0597 AG0597|---------------------------------------------------------------------| AG0597| PID Reference Object Distance Geod. Az | AG0597| dddmmss.s | AG0597| CW7220 HIGHLAND RM 3 0023706.8 | AG0597| AG0606 HIGHLAND RM 1 25.522 METERS 01514 | AG0597| AG0607 HIGHLAND RM 2 27.097 METERS 23059 | AG0597|---------------------------------------------------------------------| AG0597 AG0597 SUPERSEDED SURVEY CONTROL AG0597 AG0597 NAD 83(1990)- 27 59 51.26266(N) 082 46 32.47365(W) AD( ) 1 AG0597 NAD 83(1986)- 27 59 51.26936(N) 082 46 32.48485(W) AD( ) 1 AG0597 NAD 27 - 27 59 50.20051(N) 082 46 33.11776(W) AD( ) 1 AG0597 NGVD 29 - 10.766 (m) 35.32 (f) ADJ UNCH 2 2 AG0597 AG0597.Superseded values are not recommended for survey control. AG0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0597.See file dsdata.txt to determine how the superseded data were derived. AG0597 AG0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2539098204(NAD 83) AG0597_MARKER: DS = TRIANGULATION STATION DISK AG0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0597_STAMPING: HIGHLAND 1973 AG0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0597+STABILITY: SURFACE MOTION AG0597 AG0597 HISTORY - Date Condition Report By AG0597 HISTORY - 1973 MONUMENTED NGS AG0597 HISTORY - 1976 GOOD NGS AG0597 HISTORY - 1983 GOOD USPSQD AG0597 HISTORY - 1984 GOOD USPSQD AG0597 HISTORY - 19960125 GOOD USPSQD AG0597 AG0597 STATION DESCRIPTION AG0597 AG0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AG0597'STATION IS LOCATED ON THE DUNEDIN AND CLEARWATER CITY LIMIT LINE, AG0597'IN THE NORTHWEST CORNER OF THE INTERSECTION OF PATRICIA AVENUE AG0597'AND UNION STREET (SOUTH OF UNION STREET, PATRICIA AVENUE BECOMES AG0597'HIGHLAND AVENUE), IN THE SOUTHEAST CORNER OF AND ON PROPERTY AG0597'OWNED BY THE DUNEDIN HIGHLAND JR. HIGH SCHOOL. AG0597' AG0597'TO REACH THE STATION FROM THE JUNCTION OF ALTERNATE U.S. HIGHWAY AG0597'19 AND STATE HIGHWAY 580 IN DUNEDIN, GO EAST ON HIGHWAY 580 FOR AG0597'1.05 MILES TO THE JUNCTION OF PATRICIA AVENUE. TURN RIGHT AND AG0597'GO SOUTH ON PATRICIA AVENUE FOR 1.15 MILES TO REFERENCE MARK 3 AG0597'ON THE LEFT AS DESCRIBED. CONTINUE SOUTH ON PATRICIA AVENUE FOR AG0597'0.35 MILE TO THE JUNCTION OF UNION STREET AT THE DUNEDIN AND AG0597'CLEARWATER CITY LIMIT LINE AND THE STATION ON THE RIGHT IN THE AG0597'SOUTHEAST CORNER OF THE SCHOOL GROUNDS AS DESCRIBED. AG0597' AG0597'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS STAMPED AG0597'HIGHLAND 1973. THE SURFACE MARK IS SET IN A ROUND CONCRETE POST AG0597'FLUSH WITH THE GROUND. IT IS 172 FEET SOUTHEAST OF THE SOUTHEAST AG0597'CORNER OF THE SCHOOL BUILDING, 123 FEET EAST OF THE EAST EDGE OF AG0597'A DRIVEWAY LEADING TO THE SCHOOL, 87.5 FEET NORTH OF CENTER OF AG0597'UNION STREET, 58 FEET WEST OF CENTER OF PATRICIA AVENUE, AG0597'30.5 FEET SOUTH OF A SMALL TRIPLE TRUNKED TREE AND 17.5 FEET AG0597'WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK. AG0597' AG0597'REFERENCE MARK 1, STAMPED HIGHLAND NO 1 1973, IS A STANDARD AG0597'DISK CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK. IT IS 86 AG0597'FEET SOUTH OF THE SOUTH EDGE OF A DRIVEWAY LEADING TO THE SCHOOL, AG0597'35 FEET WEST OF CENTER OF PATRICIA AVENUE AND 4.5 FEET EAST OF AG0597'THE WEST EDGE OF THE SIDEWALK. AG0597' AG0597'REFERENCE MARK 2, STAMPED HIGHLAND NO 2 1973, IS A STANDARD DISK AG0597'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK. IT IS 44 FEET AG0597'EAST OF THE EAST EDGE OF A DRIVEWAY LEADING TO THE SCHOOL, 30.5 AG0597'FEET NORTH OF CENTER OF UNION STREET, 19 FEET EAST OF A POWER AG0597'POLE AND 3.8 FEET SOUTH OF THE NORTH EDGE OF THE SIDEWALK. AG0597' AG0597'REFERENCE MARK 3, STAMPED HIGHLAND NO 3 1973, IS A STANDARD DISK AG0597'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 91.5 AG0597'FEET NORTHWEST OF A POWER POLE NUMBERED 161, 75 FEET SOUTHWEST OF A AG0597'POWER POLE NUMBERED 225, 23 FEET EAST OF CENTER OF PATRICIA AG0597'AVENUE AND 4.5 FEET WEST OF A METAL WITNESS POST. AG0597' AG0597'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. AG0597 AG0597 STATION RECOVERY (1976) AG0597 AG0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0597'IN DUNEDIN. AG0597'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 AG0597'(EDGEWATER DR.) AND SR-588 (SUNSET POINT RD.). RUN EASTERLY ON SR-588 AG0597'FOR 1.25 MILES TO THE INTERSECTION OF HIGHLAND AVE. (C.R. 111). TURN AG0597'LEFT AND RUN NORTHERLY ON HIGHLAND AVE. FOR 0.50 MILES TO THE AG0597'INTERSECTION OF UNION ST. STATION ON LEFT, N.W. CORNER, 57.4 FT. WEST AG0597'OF THE CENTERLINE OF PATRICIA AVE., 87.1 FT. NORTH OF THE CENTERLINE AG0597'OF UNION ST., 52.8 FT. NORTH OF THE BACK OF SIDEWALK, 75.5 FT. N.E. OF AG0597'A POWER POLE (NUMBER ECTW-69), 17.7 FT. WEST OF THE BACK OF SIDEWALK. AG0597'SET IN THE TOP OF A CONCRETE POST THAT IS 2 IN. BELOW THE GROUND. AG0597'SECTION 35, T 28, R 15. AG0597 AG0597 STATION RECOVERY (1983) AG0597 AG0597'RECOVERY NOTE BY US POWER SQUADRON 1983 AG0597'RECOVERED IN GOOD CONDITION. AG0597 AG0597 STATION RECOVERY (1984) AG0597 AG0597'RECOVERY NOTE BY US POWER SQUADRON 1984 AG0597'RECOVERED IN GOOD CONDITION. AG0597 AG0597 STATION RECOVERY (1996) AG0597 AG0597'RECOVERY NOTE BY US POWER SQUADRON 1996 AG0597'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AL0220 *********************************************************************** AL0220 DESIGNATION - HOG ISLAND B AL0220 PID - AL0220 AL0220 STATE/COUNTY- FL/PINELLAS AL0220 USGS QUAD - DUNEDIN (1987) AL0220 AL0220 *CURRENT SURVEY CONTROL AL0220 ___________________________________________________________________ AL0220* NAD 83(1999)- 28 03 07.12291(N) 082 48 05.01475(W) ADJUSTED AL0220* NAVD 88 - 1.706 (meters) 5.60 (feet) ADJUSTED AL0220 ___________________________________________________________________ AL0220 X - 705,865.347 (meters) COMP AL0220 Y - -5,588,592.251 (meters) COMP AL0220 Z - 2,981,579.190 (meters) COMP AL0220 LAPLACE CORR- -1.81 (seconds) DEFLEC99 AL0220 ELLIP HEIGHT- -23.11 (meters) (05/29/03) GPS OBS AL0220 GEOID HEIGHT- -24.68 (meters) GEOID99 AL0220 DYNAMIC HT - 1.704 (meters) 5.59 (feet) COMP AL0220 MODELED GRAV- 979,187.9 (mgal) NAVD 88 AL0220 AL0220 HORZ ORDER - FIRST AL0220 VERT ORDER - SECOND CLASS I AL0220 ELLP ORDER - FOURTH CLASS II AL0220 AL0220.The horizontal coordinates were established by GPS observations AL0220.and adjusted by the National Geodetic Survey in May 2003. AL0220 AL0220.The orthometric height was determined by differential leveling AL0220.and adjusted by the National Geodetic Survey in June 1991. AL0220.WARNING-Repeat measurements at this control monument indicate possible AL0220.vertical movement. AL0220 AL0220.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL0220 AL0220.The Laplace correction was computed from DEFLEC99 derived deflections. AL0220 AL0220.The ellipsoidal height was determined by GPS observations AL0220.and is referenced to NAD 83. AL0220 AL0220.The geoid height was determined by GEOID99. AL0220 AL0220.The dynamic height is computed by dividing the NAVD 88 AL0220.geopotential number by the normal gravity value computed on the AL0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL0220.degrees latitude (g = 980.6199 gals.). AL0220 AL0220.The modeled gravity was interpolated from observed gravity values. AL0220 AL0220; North East Units Scale Converg. AL0220;SPC FL W - 412,228.031 121,214.537 MT 1.00001776 -0 22 36.8 AL0220;UTM 17 - 3,104,269.481 322,951.173 MT 0.99998690 -0 50 50.5 AL0220 AL0220: Primary Azimuth Mark Grid Az AL0220:SPC FL W - TARPON SPRINGS FLA PWR MW 029 54 01.9 AL0220:UTM 17 - TARPON SPRINGS FLA PWR MW 030 22 15.6 AL0220 AL0220|---------------------------------------------------------------------| AL0220| PID Reference Object Distance Geod. Az | AL0220| dddmmss.s | AL0220| AL0743 TARPON SPRINGS FLA PWR MW APPROX.12.2 KM 0293125.1 | AL0220| AL0895 DUNEDIN N MUN TANK APPROX. 2.4 KM 0991542.8 | AL0220| AL0888 DUNEDIN H P HOOD INC TANK APPROX. 3.6 KM 1553059.7 | AL0220|---------------------------------------------------------------------| AL0220 AL0220 SUPERSEDED SURVEY CONTROL AL0220 AL0220 NAD 83(1990)- 28 03 07.12035(N) 082 48 05.01466(W) AD( ) 1 AL0220 NAD 83(1986)- 28 03 07.12750(N) 082 48 05.02555(W) AD( ) 1 AL0220 NAD 27 - 28 03 06.06550(N) 082 48 05.65624(W) AD( ) 1 AL0220 NGVD 29 - 1.975 (m) 6.48 (f) ADJ UNCH 2 1 AL0220 AL0220.Superseded values are not recommended for survey control. AL0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0220.See file dsdata.txt to determine how the superseded data were derived. AL0220 AL0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2295104269(NAD 83) AL0220_MARKER: DD = SURVEY DISK AL0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0220_STAMPING: HOG ISLAND B AL0220_MARK LOGO: FL-103 AL0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0220+STABILITY: SURFACE MOTION AL0220 AL0220 HISTORY - Date Condition Report By AL0220 HISTORY - 1973 MONUMENTED NGS AL0220 HISTORY - 1975 GOOD FLDT AL0220 HISTORY - 1983 GOOD FLDNR AL0220 HISTORY - 1989 GOOD USPSQD AL0220 AL0220 STATION DESCRIPTION AL0220 AL0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (DFF) AL0220'THE STATION IS ON THE NORTH SIDE OF CAUSEWAY BOULEVARD, ABOUT AL0220'1 MILE NORTHWEST OF THE MAINLAND OF THE NORTHWEST SECTION AL0220'OF DUNDEDIN. AL0220' AL0220'TO REACH FROM THE JUNCTION OF U.S. ALTERNATE HIGHWAY 19 AND AL0220'STATE ROUTE S-586 (CURLEW ROAD) AT THE NORTHWEST SECTION OF DUNEDIN, AL0220'GO NORTHWEST ON CAUSEWAY BOULEVARD FOR 1 MILE TO FIRST AL0220'BRIDGE. CONTINUE NORTHWEST ON CAUSEWAY BOULEVARD FOR 0.3 MILE TO AL0220'STATION ON RIGHT AS DESCRIBED. AL0220' AL0220'BRONZE DISK STAMPED HOG ISLAND-B SET IN A 12 INCH DIAMETER ROUND AL0220'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. THE UNDERGROUND AL0220'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE AL0220'GROUND SURFACE. AL0220' AL0220'IT IS 24 FEET NORTH OF CAUSEWAY BOULEVARD, 4.5 FEET NORTHEAST AL0220'OF CONCRETE LIGHT POLE NUMBER 2-10537, AND 7.0 FEET SOUTHWEST AL0220'OF THE FOOT OF A GUY WIRE. AL0220' AL0220'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AL0220 AL0220 STATION RECOVERY (1975) AL0220 AL0220'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AL0220'AT N DUNEDIN. AL0220'THE STATION IS ON THE NORTH SIDE OF CAUSEWAY BLVD., ABOUT 1 MILE AL0220'NW OF THE MAINLAND ON THE NW SECTION OF DUNEDIN. TO REACH STATION AL0220'FROM THE INTERSECTION OF U.S. ALT. 19 AND S.R. S-586 (CAUSEWAY AL0220'BLVD.), RUN W. THEN SW ALONG CAUSEWAY BLVD. FOR 1.35 MILE TO STATION AL0220'ON RIGHT, 24 FT. N. OF CAUSEWAY BLVD., 4.5 FT. NE OF CONCRETE LIGHT AL0220'POLE NUMBER 2-10537, 7 FT. SW OF THE FOOT OF A GUY WIRE. SET IN AL0220'TOP OF CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 16, AL0220'T 28S, R 15E AL0220 AL0220 STATION RECOVERY (1983) AL0220 AL0220'RECOVERY NOTE BY FL DEPT OF NAT RES 1983 AL0220'RECOVERED IN GOOD CONDITION. AL0220 AL0220 STATION RECOVERY (1989) AL0220 AL0220'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC) AL0220'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AL0230 *********************************************************************** AL0230 DESIGNATION - INNISBROOK AL0230 PID - AL0230 AL0230 STATE/COUNTY- FL/PINELLAS AL0230 USGS QUAD - OLDSMAR (1987) AL0230 AL0230 *CURRENT SURVEY CONTROL AL0230 ___________________________________________________________________ AL0230* NAD 83(1999)- 28 07 03.45253(N) 082 44 52.91071(W) ADJUSTED AL0230* NAVD 88 - 12.506 (meters) 41.03 (feet) ADJUSTED AL0230 ___________________________________________________________________ AL0230 X - 710,638.799 (meters) COMP AL0230 Y - -5,584,544.174 (meters) COMP AL0230 Z - 2,988,002.607 (meters) COMP AL0230 LAPLACE CORR- -1.72 (seconds) DEFLEC99 AL0230 ELLIP HEIGHT- -12.50 (meters) (05/29/03) GPS OBS AL0230 GEOID HEIGHT- -24.92 (meters) GEOID99 AL0230 DYNAMIC HT - 12.488 (meters) 40.97 (feet) COMP AL0230 MODELED GRAV- 979,193.9 (mgal) NAVD 88 AL0230 AL0230 HORZ ORDER - FIRST AL0230 VERT ORDER - SECOND CLASS II AL0230 ELLP ORDER - FOURTH CLASS II AL0230 AL0230.The horizontal coordinates were established by GPS observations AL0230.and adjusted by the National Geodetic Survey in May 2003. AL0230 AL0230.The orthometric height was determined by differential leveling AL0230.and adjusted by the National Geodetic Survey in June 1991. AL0230 AL0230.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL0230 AL0230.The Laplace correction was computed from DEFLEC99 derived deflections. AL0230 AL0230.The ellipsoidal height was determined by GPS observations AL0230.and is referenced to NAD 83. AL0230 AL0230.The geoid height was determined by GEOID99. AL0230 AL0230.The dynamic height is computed by dividing the NAVD 88 AL0230.geopotential number by the normal gravity value computed on the AL0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL0230.degrees latitude (g = 980.6199 gals.). AL0230 AL0230.The modeled gravity was interpolated from observed gravity values. AL0230 AL0230; North East Units Scale Converg. AL0230;SPC FL W - 419,469.656 126,505.503 MT 1.00000782 -0 21 09.2 AL0230;UTM 17 - 3,111,467.102 328,301.286 MT 0.99996387 -0 49 26.5 AL0230 AL0230: Primary Azimuth Mark Grid Az AL0230:SPC FL W - SPONGER RESET 314 49 01.5 AL0230:UTM 17 - SPONGER RESET 315 17 18.8 AL0230 AL0230|---------------------------------------------------------------------| AL0230| PID Reference Object Distance Geod. Az | AL0230| dddmmss.s | AL0230| AL0743 TARPON SPRINGS FLA PWR MW APPROX. 3.5 KM 0131131.3 | AL0230| AL0742 TARPON SPRINGS LAKE BUTLER TK APPROX. 3.0 KM 0303649.2 | AL0230| AL0231 INNISBROOK RM 1 25.368 METERS 18022 | AL0230| AL0232 INNISBROOK RM 3 18156 | AL0230| CW6176 INNISBROOK RM 2 25.263 METERS 27149 | AL0230| AL0841 SPONGER RESET APPROX. 4.0 KM 3142752.3 | AL0230| AL0814 TARPON SPRINGS MUN TANK PON APPROX. 4.3 KM 3420727.7 | AL0230| AL0779 TARPON SPRINGS ST NICHOLAS CH APPROX. 3.4 KM 3454149.7 | AL0230| AL0826 TARPON SPRINGS MUN TANK TAR APPROX. 3.1 KM 3512743.1 | AL0230| AL0228 INNISBROOK A APPROX. 0.6 KM 3545936.9 | AL0230| AL0733 INNISBROOK A PT A APPROX. 0.6 KM 3554459.7 | AL0230|---------------------------------------------------------------------| AL0230 AL0230 SUPERSEDED SURVEY CONTROL AL0230 AL0230 NAD 83(1990)- 28 07 03.45008(N) 082 44 52.91082(W) AD( ) 1 AL0230 NAD 83(1986)- 28 07 03.45727(N) 082 44 52.92092(W) AD( ) 1 AL0230 NAD 27 - 28 07 02.40369(N) 082 44 53.55629(W) AD( ) 1 AL0230 NGVD 29 - 12.766 (m) 41.88 (f) ADJ UNCH 2 2 AL0230 AL0230.Superseded values are not recommended for survey control. AL0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0230.See file dsdata.txt to determine how the superseded data were derived. AL0230 AL0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2830111467(NAD 83) AL0230_MARKER: DS = TRIANGULATION STATION DISK AL0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0230_STAMPING: INNISBROOK 1972 AL0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0230+STABILITY: SURFACE MOTION AL0230 AL0230 HISTORY - Date Condition Report By AL0230 HISTORY - 1972 MONUMENTED NGS AL0230 HISTORY - 1976 GOOD NGS AL0230 HISTORY - 1983 GOOD USPSQD AL0230 AL0230 STATION DESCRIPTION AL0230 AL0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JDS) AL0230'STATION IS ABOUT 3-1/2 MILES NORTH OF THE JUNCTION OF U.S. AL0230'HIGHWAY 19 AND STATE HIGHWAY 584, 3 MILES NORTH OF PALM HARBOR AL0230'2 MILES SOUTH OF TARPON SPRINGS, 1/2 MILE WEST OF HIGHWAY 19, AL0230'ALONG THE EAST SIDE OF A POWER LINE RIGHT-OF-WAY AND ON AL0230'PROPERTY OWNED BY THE INNISBROOK COUNTRY CLUB. AL0230' AL0230'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND AL0230'STATE HIGHWAY 584 ABOUT 2 MILES EAST OF OZONA, GO NORTH ON AL0230'HIGHWAY 19 FOR 2.7 MILES TO THE ENTRANCE TO INNISBROOK COUNTRY AL0230'CLUB ON THE LEFT. TURN LEFT AND GO WEST ON A PAVED DRIVE FOR 0.5 AL0230'MILE TO A POWER LINE CROSSING JUST AFTER PASSING A GUARD AL0230'HOUSE. TURN RIGHT AND GO NORTH ALONG THE POWER LINE AL0230'RIGHT-OF-WAY FOR 0.15 MILE TO REFERENCE MARK 3 ON THE LEFT AS AL0230'DESCRIBED. CONTINUE NORTH ALONG THE EAST SIDE OF AL0230'THE RIGHT-OF-WAY FOR 0.65 MILE TO THE SUMMIT OF A AL0230'SANDY HILL AND THE STATION ON THE RIGHT IN A FENCE LINE AS AL0230'DESCRIBED. AL0230' AL0230'THE SURFACE AND UNDERGROUND STATION MARKS ARE STANDARD DISKS AL0230'STAMPED INNISBROOK 1972. THE SURFACE MARK IS SET IN A ROUND AL0230'CONCRETE POST FLUSH WITH THE GROUND. IT IS 49 FEET EAST OF THE AL0230'CENTER LINE OF THE POWER LINES, 44 FEET EAST OF THE EAST 1 OF 2 AL0230'POWER POLES, 3.5 FEET NORTHEAST OF A METAL WITNESS POST AND 3 AL0230'FEET EAST OF A FENCE LINE. AL0230' AL0230'REFERENCE MARK 1, STAMPED INNISBROOK NO 1 1972, IS A STANDARD AL0230'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS AL0230'81 FEET SOUTHEAST OF THE EAST 1 OF 2 POWER POLES, 50 FEET EAST OF AL0230'THE CENTER LINE OF THE POWER LINES, 2 FEET EAST OF THE FENCE AL0230'LINE AND 2 FEET WEST OF A METAL WITNESS POST. AL0230' AL0230'REFERENCE MARK 2, STAMPED INNISBROOK NO 2 1972, IS A STANDARD DISK AL0230'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS AL0230'80 FEET WEST OF THE FENCE LINE, 34 FEET WEST OF THE WEST 1 OF 2 AL0230'POWER POLES, 29.5 FEET WEST OF THE CENTER LINE OF THE POWER LINES AL0230'AND 2 FEET SOUTH OF A METAL WITNESS POST. AL0230' AL0230'REFERENCE MARK 3, STAMPED INNISBROOK NO 3 1972, IS A STANDARD AL0230'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS AL0230'123 FEET WEST OF A FENCE LINE, 93 FEET WEST OF THE CENTER LINE AL0230'OF THE POWER LINES, 86 FEET EAST OF THE EAST EDGE OF A GOLF AL0230'FAIRWAY, 3 FEET NORTH OF A METAL WITNESS POST AND 2 FEET WEST OF AL0230'A POWER POLE. AL0230' AL0230'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. AL0230 AL0230 STATION RECOVERY (1976) AL0230 AL0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AL0230'0.90 MI S FROM TARPON SPRINGS. AL0230'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AL0230'KEYSTONE RD. (S.R. 582). RUN SOUTHERLY ON U.S. HWY. 19 FOR 2.95 MILES AL0230'TO THE ENTRANCE ROAD LEADING TO INNISBROOK COUNTRY CLUB. TURN RIGHT AL0230'AND RUN WESTERLY ON ENTRANCE ROAD FOR 0.55 MILE TO POWER LINE AL0230'CROSSING. TURN RIGHT AND RUN NORTHERLY ON TRACK ROAD (PARALLELING AL0230'EAST BOUNDARY OF POWER LINES) FOR 0.75 MILE. STATION ON RIGHT, 23.9 AL0230'FT. EAST OF THE CENTERLINE OF TRACK ROAD, 144.4 FT. E.S.E. OF A WOODEN AL0230'POWER POLE (NUMBER ECTW-326), 258.5 FT. S.E. OF A STEEL TRANSMISSION AL0230'POLE (NUMBER ANL-38), 50.7 FT. EAST OF THE EAST POWER LINES OF AL0230'TRANSMISSION LINES, 83.4 FT. NORTH OF STATION INNISBROOK NO. 1, 1972, AL0230'3.0 FT. EAST OF A 4 IN. HIGH BARBED-WIRE FENCE. SET IN THE TOP OF A AL0230'CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 19, T 27S, R AL0230'16E. AL0230 AL0230 STATION RECOVERY (1983) AL0230 AL0230'RECOVERY NOTE BY US POWER SQUADRON 1983 AL0230'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AG0695 *********************************************************************** AG0695 TIDAL BM - This is a Tidal Bench Mark. AG0695 DESIGNATION - NARROW AG0695 PID - AG0695 AG0695 STATE/COUNTY- FL/PINELLAS AG0695 USGS QUAD - CLEARWATER (1987) AG0695 AG0695 *CURRENT SURVEY CONTROL AG0695 ___________________________________________________________________ AG0695* NAD 83(1999)- 27 52 31.77292(N) 082 51 00.57023(W) ADJUSTED AG0695* NAVD 88 - 1.575 (meters) 5.17 (feet) ADJUSTED AG0695 ___________________________________________________________________ AG0695 X - 702,250.039 (meters) COMP AG0695 Y - -5,598,290.911 (meters) COMP AG0695 Z - 2,964,304.916 (meters) COMP AG0695 LAPLACE CORR- -1.75 (seconds) DEFLEC99 AG0695 ELLIP HEIGHT- -22.80 (meters) (05/29/03) GPS OBS AG0695 GEOID HEIGHT- -24.25 (meters) GEOID99 AG0695 DYNAMIC HT - 1.572 (meters) 5.16 (feet) COMP AG0695 MODELED GRAV- 979,185.9 (mgal) NAVD 88 AG0695 AG0695 HORZ ORDER - FIRST AG0695 VERT ORDER - SECOND CLASS I AG0695 ELLP ORDER - FOURTH CLASS II AG0695 AG0695.The horizontal coordinates were established by GPS observations AG0695.and adjusted by the National Geodetic Survey in May 2003. AG0695 AG0695.The orthometric height was determined by differential leveling AG0695.and adjusted by the National Geodetic Survey in June 1991. AG0695 AG0695.This Tidal Bench Mark is designated as VM 10682 AG0695.by the Center for Operational Oceanographic Products and Services. AG0695 AG0695.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG0695 AG0695.The Laplace correction was computed from DEFLEC99 derived deflections. AG0695 AG0695.The ellipsoidal height was determined by GPS observations AG0695.and is referenced to NAD 83. AG0695 AG0695.The geoid height was determined by GEOID99. AG0695 AG0695.The dynamic height is computed by dividing the NAVD 88 AG0695.geopotential number by the normal gravity value computed on the AG0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0695.degrees latitude (g = 980.6199 gals.). AG0695 AG0695.The modeled gravity was interpolated from observed gravity values. AG0695 AG0695; North East Units Scale Converg. AG0695;SPC FL W - 392,702.473 116,284.096 MT 1.00002765 -0 23 51.1 AG0695;UTM 17 - 3,084,785.424 317,861.154 MT 1.00000948 -0 51 55.0 AG0695 AG0695: Primary Azimuth Mark Grid Az AG0695:SPC FL W - NARROW RM 3 009 22 11.6 AG0695:UTM 17 - NARROW RM 3 009 50 15.5 AG0695 AG0695|---------------------------------------------------------------------| AG0695| PID Reference Object Distance Geod. Az | AG0695| dddmmss.s | AG0695| AG0714 NARROW RM 3 0085820.5 | AG0695| AG0716 NARROW RM 1 21.582 METERS 15915 | AG0695| AG0715 NARROW RM 2 20.385 METERS 33442 | AG0695|---------------------------------------------------------------------| AG0695 AG0695 SUPERSEDED SURVEY CONTROL AG0695 AG0695 NAD 83(1990)- 27 52 31.77040(N) 082 51 00.57202(W) AD( ) 1 AG0695 NAD 83(1986)- 27 52 31.77723(N) 082 51 00.58427(W) AD( ) 1 AG0695 NAD 27 - 27 52 30.69303(N) 082 51 01.20959(W) AD( ) 1 AG0695 NGVD 29 - 1.839 (m) 6.03 (f) ADJ UNCH 2 1 AG0695 AG0695.Superseded values are not recommended for survey control. AG0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0695.See file dsdata.txt to determine how the superseded data were derived. AG0695 AG0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL1786184785(NAD 83) AG0695_MARKER: DS = TRIANGULATION STATION DISK AG0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0695_STAMPING: NARROW 1973 AG0695_MARK LOGO: NGS AG0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0695+STABILITY: SURFACE MOTION AG0695 AG0695 HISTORY - Date Condition Report By AG0695 HISTORY - 1973 MONUMENTED NGS AG0695 HISTORY - 1975 GOOD NGS AG0695 HISTORY - 1975 GOOD FLDT AG0695 HISTORY - 1982 GOOD FLDNR AG0695 HISTORY - 1983 GOOD USPSQD AG0695 HISTORY - 1984 MARK NOT FOUND USPSQD AG0695 HISTORY - 1986 MARK NOT FOUND USPSQD AG0695 HISTORY - 19960206 MARK NOT FOUND USPSQD AG0695 AG0695 STATION DESCRIPTION AG0695 AG0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AG0695'STATION IS LOCATED ABOUT 3 MILES WEST OF LARGO, ON THE SOUTH AG0695'EDGE OF INDIAN ROCKS BEACH AND ON PROPERTY OWNED BY THE AG0695'FLORIDA STATE HIGHWAY DEPARTMENT. AG0695' AG0695'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY AG0695'ALTERNATE 19 AND STATE HIGHWAY 688 IN LARGO, GO WESTERLY ON AG0695'STATE ROAD 688 FOR 3.8 MILES TO A BRIDGE OVER THE INTRACOASTAL AG0695'WATERWAY. CONTINUE WEST ON STATE ROAD 688 FOR 0.3 MILE TO A AG0695'SIDE STREET. TURN LEFT AND GO SOUTH ON 1ST STREET FOR 0.25 MILE AG0695'TO THE REFERENCE MARK 3 ON THE LEFT DRILLED IN A HOLE IN A AG0695'CONCRETE SEAWALL AS DESCRIBED. CONTINUE SOUTH ON 1ST STREET AG0695'FOR 0.15 MILE TO THE JUNCTION WITH GULF BOULEVARD. TURN LEFT AG0695'AND GO SOUTHERLY ON GULF BOULEVARD FOR 0.15 MILE TO THE AG0695'STATION ON THE LEFT AS DESCRIBED. AG0695' AG0695'THE SURFACE AND UNDERGROUND STATION MARKS ARE STAMPED NARROW AG0695'1973. THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE AG0695'POST, A STANDARD DISK FLUSH WITH THE GROUND. IT IS 41 FEET EAST AG0695'OF THE CENTER OF GULF BOULEVARD, 27 FEET SOUTH OF A CONCRETE AG0695'SEAWALL AND 20 FEET WEST OF A CONCRETE SEAWALL. AG0695' AG0695'REFERENCE MARK 1, STAMPED NARROW NO 1 1973, IS A STANDARD DISK AG0695'SET IN A DRILL HOLE IN THE TOP AND CENTER OF A CONCRETE SEAWALL AG0695'FLUSH WITH THE SURROUNDING GROUND. IT IS 120 FEET EAST OF THE AG0695'CENTER OF GULF BOULEVARD AND IN THE CENTER OF THE CONCRETE AG0695'SEAWALL. AG0695' AG0695'REFERENCE MARK 2, STAMPED NARROW NO 2 1973, IS A STANDARD DISK AG0695'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH AG0695'THE GROUND. IT IS 12 FEET EAST OF THE CENTER OF GULF BOULEVARD, AG0695'6 FEET WEST OF A SEAWALL AND 2.8 FEET NORTH OF A METAL WITNESS AG0695'POST. AG0695' AG0695'REFERENCE MARK 3, STAMPED NARROW NO 3 1973, IS A STANDARD DISK AG0695'SET IN THE TOP OF A CONCRETE SEAWALL IN A DRILL HOLE AND IS AG0695'FLUSH WITH THE SURROUNDING GROUND. IT IS 46 FEET EAST OF THE AG0695'CENTER OF 1ST STREET, 1 FOOT SOUTHEAST OF A METAL WITNESS POST AG0695'AND 0.6 FOOT NORTH OF THE SOUTH END OF A SEAWALL. AG0695' AG0695'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS. AG0695 AG0695 STATION RECOVERY (1975) AG0695 AG0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (DF) AG0695'TO REACH THE STATION FROM THE INTERSECTION OF GULF BLVD. (SR 699) AG0695'AND SR 694 (5TH AVE. N.), RUN SOUTHERLY ALONG GULF BLVD. FOR 0.6 AG0695'MILE. STATION ON LEFT, 139.0 FT. SE OF THE NE CORNER OF HOLIDAY AG0695'VILLAS CONDOMINIUM NO. 50, GULF BLVD., 41.0 FT. E. OF THE AG0695'CENTERLINE OF GULF BLVD., 27.0 FT. S. OF A CONCRETE SEAWALL, AND AG0695'20.0 FT. W. OF A CONCRETE SEAWALL. SET IN THE TOP OF A CONCRETE AG0695'POST THAT IS FLUSH WITH THE GROUND. AG0695' AG0695'NEAREST TOWN--INDIAN ROCKS BEACH. AG0695' AG0695'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS. AG0695 AG0695 STATION RECOVERY (1975) AG0695 AG0695'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0695'AT INDIAN ROCKS BEACH. AG0695'TO REACH STATION FROM THE INTERSECTION OF GULF BLVD. (S.R. 699) AG0695'AND S.R. 694 (5TH AVE. N.), RUN SOUTHERLY ALONG GULF BLVD. FOR AG0695'0.6 MILE. STATION ON LEFT, 139 T. SE OF THE NE CORNER OF AG0695'HOLIDAY VILLAS CONDOMINUM NUMBER 50, GULF BLVD., 41 FT. E. OF THE AG0695'CENTERLINE OF GULF BLVD., 27 FT. S. OF A CONCRETE SEAWALL, AND AG0695'20 FT. W. OF A CONCRETE SEAWALL. SET IN TOP OF A CONCRETE AG0695'POST THAT IS FLUSH WITH THE GROUND. SECTION 13, T 30S, R14E AG0695 AG0695 STATION RECOVERY (1982) AG0695 AG0695'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG0695'RECOVERED IN GOOD CONDITION. AG0695 AG0695 STATION RECOVERY (1983) AG0695 AG0695'RECOVERY NOTE BY US POWER SQUADRON 1983 (GRC) AG0695'NARROW 1973 RECOVERED EXCELLENT. AG0695' AG0695'MARK RECOVERED AS DESCRIBED EXCEPT, MARK IS 2 INCH BELOW GROUND AG0695'LEVEL. AG0695 AG0695 STATION RECOVERY (1984) AG0695 AG0695'RECOVERY NOTE BY US POWER SQUADRON 1984 AG0695'MARK NOT FOUND. AG0695 AG0695 STATION RECOVERY (1986) AG0695 AG0695'RECOVERY NOTE BY US POWER SQUADRON 1986 (ECA) AG0695'MARK NOT FOUND. AG0695 AG0695 STATION RECOVERY (1996) AG0695 AG0695'RECOVERY NOTE BY US POWER SQUADRON 1996 AG0695'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5780 *********************************************************************** DF5780 DESIGNATION - PCDSM GPS 01 DF5780 PID - DF5780 DF5780 STATE/COUNTY- FL/PINELLAS DF5780 USGS QUAD - PASS-A-GRILLE BEACH (1994) DF5780 DF5780 *CURRENT SURVEY CONTROL DF5780 ___________________________________________________________________ DF5780* NAD 83(1999)- 27 42 13.95871(N) 082 38 23.42562(W) ADJUSTED DF5780* NAVD 88 - 1.2 (meters) 4. (feet) GPS OBS DF5780 ___________________________________________________________________ DF5780 X - 723,930.935 (meters) COMP DF5780 Y - -5,604,468.459 (meters) COMP DF5780 Z - 2,947,480.448 (meters) COMP DF5780 LAPLACE CORR- -1.86 (seconds) DEFLEC99 DF5780 ELLIP HEIGHT- -23.31 (meters) (05/29/03) GPS OBS DF5780 GEOID HEIGHT- -24.35 (meters) GEOID99 DF5780 DF5780 HORZ ORDER - FIRST DF5780 ELLP ORDER - FOURTH CLASS II DF5780 DF5780.The horizontal coordinates were established by GPS observations DF5780.and adjusted by the National Geodetic Survey in May 2003. DF5780 DF5780.The orthometric height was determined by GPS observations and a DF5780.high-resolution geoid model. DF5780 DF5780.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5780 DF5780.The Laplace correction was computed from DEFLEC99 derived deflections. DF5780 DF5780.The ellipsoidal height was determined by GPS observations DF5780.and is referenced to NAD 83. DF5780 DF5780.The geoid height was determined by GEOID99. DF5780 DF5780; North East Units Scale Converg. DF5780;SPC FL W - 373,559.294 136,895.854 MT 0.99999031 -0 17 50.9 DF5780;UTM 17 - 3,065,475.920 338,315.521 MT 0.99992268 -0 45 45.1 DF5780 DF5780: Primary Azimuth Mark Grid Az DF5780:SPC FL W - PCDSM GPS 04 005 00 33.8 DF5780:UTM 17 - PCDSM GPS 04 005 28 28.0 DF5780 DF5780|---------------------------------------------------------------------| DF5780| PID Reference Object Distance Geod. Az | DF5780| dddmmss.s | DF5780| DF5783 PCDSM GPS 04 APPROX. 1.6 KM 0044242.9 | DF5780| DF5782 PCDSM GPS 03 APPROX. 1.7 KM 0174146.4 | DF5780| DF5781 PCDSM GPS 02 171.451 METERS 30937 | DF5780|---------------------------------------------------------------------| DF5780 DF5780 SUPERSEDED SURVEY CONTROL DF5780 DF5780.No superseded survey control is available for this station. DF5780 DF5780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3831665476(NAD 83) DF5780_MARKER: DD = SURVEY DISK DF5780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5780_STAMPING: PCDSM GPS 01 1999 DF5780_PROJECTION: FLUSH DF5780_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5780+STABILITY: SURFACE MOTION DF5780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5780+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5780 DF5780 HISTORY - Date Condition Report By DF5780 HISTORY - 19990909 MONUMENTED FL-103 DF5780 DF5780 STATION DESCRIPTION DF5780 DF5780'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5780'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY 19 (34TH STREET DF5780'SOUTH) AND SR 682 (54TH AVENUE SOUTH), RUN EAST FOR 2.3 MILES TO THE DF5780'INTERSECTION OF SR 682 AND US HIGHWAY 92 (4TH STREET SOUTH), TURN DF5780'RIGHT DF5780'AND RUN SOUTH ON US HIGHWAY 92 FOR 1.0 MILE TO THE ENTRANCE OF BAY DF5780'VISTA DF5780'PARK. STATION IS ON THE LEFT, 579 FT. SOUTH OF THE CENTERLINE OF US DF5780'HIGHWAY 92 (4TH STREET SOUTH/PINELLAS POINT DRIVE), 38 FT. SOUTH OF DF5780'THE DF5780'EDGE OF PAVEMENT OF THE PARKING LOT, 51.6 FT. N 70E OF THE CENTER OF DF5780'THE DF5780'MOST EASTERLY BOAT RAMP, 35.7 FT. N 60E OF A LIGHT POLE EAST OF THE DF5780'BOAT DF5780'RAMP, 1.8 FT. S 70W OF MARKER. SET IN THE TOP OF A CONCRETE MONUMENT DF5780'THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5781 *********************************************************************** DF5781 DESIGNATION - PCDSM GPS 02 DF5781 PID - DF5781 DF5781 STATE/COUNTY- FL/PINELLAS DF5781 USGS QUAD - PASS-A-GRILLE BEACH (1994) DF5781 DF5781 *CURRENT SURVEY CONTROL DF5781 ___________________________________________________________________ DF5781* NAD 83(1999)- 27 42 17.50977(N) 082 38 28.24688(W) ADJUSTED DF5781* NAVD 88 - 2.0 (meters) 7. (feet) GPS OBS DF5781 ___________________________________________________________________ DF5781 X - 723,793.523 (meters) COMP DF5781 Y - -5,604,435.725 (meters) COMP DF5781 Z - 2,947,577.620 (meters) COMP DF5781 LAPLACE CORR- -1.86 (seconds) DEFLEC99 DF5781 ELLIP HEIGHT- -22.46 (meters) (05/29/03) GPS OBS DF5781 GEOID HEIGHT- -24.34 (meters) GEOID99 DF5781 DF5781 HORZ ORDER - FIRST DF5781 ELLP ORDER - FOURTH CLASS II DF5781 DF5781.The horizontal coordinates were established by GPS observations DF5781.and adjusted by the National Geodetic Survey in May 2003. DF5781 DF5781.The orthometric height was determined by GPS observations and a DF5781.high-resolution geoid model. DF5781 DF5781.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5781 DF5781.The Laplace correction was computed from DEFLEC99 derived deflections. DF5781 DF5781.The ellipsoidal height was determined by GPS observations DF5781.and is referenced to NAD 83. DF5781 DF5781.The geoid height was determined by GEOID99. DF5781 DF5781; North East Units Scale Converg. DF5781;SPC FL W - 373,669.286 136,764.338 MT 0.99999052 -0 17 53.2 DF5781;UTM 17 - 3,065,586.969 338,184.910 MT 0.99992320 -0 45 47.4 DF5781 DF5781: Primary Azimuth Mark Grid Az DF5781:SPC FL W - PCDSM GPS 04 010 26 00.9 DF5781:UTM 17 - PCDSM GPS 04 010 53 55.1 DF5781 DF5781|---------------------------------------------------------------------| DF5781| PID Reference Object Distance Geod. Az | DF5781| dddmmss.s | DF5781| DF5783 PCDSM GPS 04 APPROX. 1.5 KM 0100807.7 | DF5781| DF5782 PCDSM GPS 03 APPROX. 1.6 KM 0232418.6 | DF5781|---------------------------------------------------------------------| DF5781 DF5781 SUPERSEDED SURVEY CONTROL DF5781 DF5781.No superseded survey control is available for this station. DF5781 DF5781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3818565587(NAD 83) DF5781_MARKER: DD = SURVEY DISK DF5781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5781_STAMPING: PCDSM GPS 02 1999 DF5781_PROJECTION: FLUSH DF5781_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5781+STABILITY: SURFACE MOTION DF5781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5781+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5781 DF5781 HISTORY - Date Condition Report By DF5781 HISTORY - 19990909 MONUMENTED FL-103 DF5781 DF5781 STATION DESCRIPTION DF5781 DF5781'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5781'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY 19 (34TH STREET DF5781'SOUTH) AND SR 682 (54TH AVENUE SOUTH), RUN EAST FOR 2.3 MILES TO THE DF5781'INTERSECTION OF SR 682 AND US HIGHWAY 92 (4TH STREET SOUTH), TURN DF5781'RIGHT DF5781'AND RUN SOUTH ON US HIGHWAY 92 FOR 1.0 MILE TO THE ENTRANCE OF BAY DF5781'VISTA DF5781'PARK. STATION IS ON THE LEFT, 29.6 FT. SOUTH OF THE CENTERLINE OF US DF5781'HIGHWAY 92 (4TH STREET SOUTH/PINELLAS POINT DRIVE), 1.7 FT. SOUTH OF DF5781'THE DF5781'SOUTH EDGE OF A 5 FT. CONCRETE SIDEWALK, 14.8 FT. N 20W OF PP676, DF5781'108.5 FT. N DF5781'80E OF PPB121558, 1.5 FT. NORTH OF MARKER. SET IN THE TOP OF A DF5781'CONCRETE DF5781'MONUMENT THAT IS FLUSH WITH THE GROUND. DF5781' DF5781' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5782 *********************************************************************** DF5782 DESIGNATION - PCDSM GPS 03 DF5782 PID - DF5782 DF5782 STATE/COUNTY- FL/PINELLAS DF5782 USGS QUAD - PASS-A-GRILLE BEACH (1994) DF5782 DF5782 *CURRENT SURVEY CONTROL DF5782 ___________________________________________________________________ DF5782* NAD 83(1999)- 27 43 05.17683(N) 082 38 05.06203(W) ADJUSTED DF5782* NAVD 88 - 1.4 (meters) 5. (feet) GPS OBS DF5782 ___________________________________________________________________ DF5782 X - 724,335.931 (meters) COMP DF5782 Y - -5,603,677.062 (meters) COMP DF5782 Z - 2,948,876.289 (meters) COMP DF5782 LAPLACE CORR- -1.90 (seconds) DEFLEC99 DF5782 ELLIP HEIGHT- -23.13 (meters) (05/29/03) GPS OBS DF5782 GEOID HEIGHT- -24.36 (meters) GEOID99 DF5782 DF5782 HORZ ORDER - FIRST DF5782 ELLP ORDER - FOURTH CLASS II DF5782 DF5782.The horizontal coordinates were established by GPS observations DF5782.and adjusted by the National Geodetic Survey in May 2003. DF5782 DF5782.The orthometric height was determined by GPS observations and a DF5782.high-resolution geoid model. DF5782 DF5782.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5782 DF5782.The Laplace correction was computed from DEFLEC99 derived deflections. DF5782 DF5782.The ellipsoidal height was determined by GPS observations DF5782.and is referenced to NAD 83. DF5782 DF5782.The geoid height was determined by GEOID99. DF5782 DF5782; North East Units Scale Converg. DF5782;SPC FL W - 375,133.245 137,407.073 MT 0.99998952 -0 17 42.9 DF5782;UTM 17 - 3,067,045.562 338,839.465 MT 0.99992059 -0 45 37.9 DF5782 DF5782|---------------------------------------------------------------------| DF5782| PID Reference Object Distance Geod. Az | DF5782| dddmmss.s | DF5782| DF5783 PCDSM GPS 04 373.344 METERS 26933 | DF5782|---------------------------------------------------------------------| DF5782 DF5782 SUPERSEDED SURVEY CONTROL DF5782 DF5782.No superseded survey control is available for this station. DF5782 DF5782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3883967046(NAD 83) DF5782_MARKER: DD = SURVEY DISK DF5782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5782_STAMPING: PCDSM GPS 03 1999 DF5782_PROJECTION: FLUSH DF5782_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5782+STABILITY: SURFACE MOTION DF5782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5782+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5782 DF5782 HISTORY - Date Condition Report By DF5782 HISTORY - 19990909 MONUMENTED FL-103 DF5782 DF5782 STATION DESCRIPTION DF5782 DF5782'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5782'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY 92 (4TH STREET DF5782'SOUTH) AND SR 682 (54TH AVENUE SOUTH), RUN SOUTH ON US HIGHWAY 92 FOR DF5782'0.1 DF5782'MILES TO THE INTERSECTION OF US HIGHWAY 92 AND 55TH AVENUE SOUTH, TURN DF5782'LEFT AND RUN EAST ON 55TH AVENUE SOUTH FOR 705 FT. TO THE EDGE OF DF5782'PAVEMENT AT THE DEAD END OF 55TH AVENUE SOUTH. CONTINUE EAST 420 FT. DF5782'TO DF5782'THE STATION, 130.6 FT. SOUTH OF THE SEAWALL, 162.7 FT. NORTH OF DF5782'PP126192, 4.8 DF5782'FT. WEST OF 4 FT. CHAIN LINK FENCE, 2 FT. WEST OF MARKER. SET IN THE DF5782'TOP OF A DF5782'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5783 *********************************************************************** DF5783 DESIGNATION - PCDSM GPS 04 DF5783 PID - DF5783 DF5783 STATE/COUNTY- FL/PINELLAS DF5783 USGS QUAD - PASS-A-GRILLE BEACH (1994) DF5783 DF5783 *CURRENT SURVEY CONTROL DF5783 ___________________________________________________________________ DF5783* NAD 83(1999)- 27 43 05.08252(N) 082 38 18.69055(W) ADJUSTED DF5783* NAVD 88 - 2.0 (meters) 7. (feet) GPS OBS DF5783 ___________________________________________________________________ DF5783 X - 723,965.926 (meters) COMP DF5783 Y - -5,603,726.828 (meters) COMP DF5783 Z - 2,948,874.026 (meters) COMP DF5783 LAPLACE CORR- -1.89 (seconds) DEFLEC99 DF5783 ELLIP HEIGHT- -22.47 (meters) (05/29/03) GPS OBS DF5783 GEOID HEIGHT- -24.36 (meters) GEOID99 DF5783 DF5783 HORZ ORDER - FIRST DF5783 ELLP ORDER - FOURTH CLASS II DF5783 DF5783.The horizontal coordinates were established by GPS observations DF5783.and adjusted by the National Geodetic Survey in May 2003. DF5783 DF5783.The orthometric height was determined by GPS observations and a DF5783.high-resolution geoid model. DF5783 DF5783.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5783 DF5783.The Laplace correction was computed from DEFLEC99 derived deflections. DF5783 DF5783.The ellipsoidal height was determined by GPS observations DF5783.and is referenced to NAD 83. DF5783 DF5783.The geoid height was determined by GEOID99. DF5783 DF5783; North East Units Scale Converg. DF5783;SPC FL W - 375,132.272 137,033.734 MT 0.99999010 -0 17 49.2 DF5783;UTM 17 - 3,067,047.620 338,466.156 MT 0.99992208 -0 45 44.2 DF5783 DF5783|---------------------------------------------------------------------| DF5783| PID Reference Object Distance Geod. Az | DF5783| dddmmss.s | DF5783| DF5782 PCDSM GPS 03 373.344 METERS 08933 | DF5783|---------------------------------------------------------------------| DF5783 DF5783 SUPERSEDED SURVEY CONTROL DF5783 DF5783.No superseded survey control is available for this station. DF5783 DF5783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3846667048(NAD 83) DF5783_MARKER: DD = SURVEY DISK DF5783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5783_STAMPING: PCDSM GPS 04 1999 DF5783_PROJECTION: FLUSH DF5783_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5783+STABILITY: SURFACE MOTION DF5783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5783+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5783 DF5783 HISTORY - Date Condition Report By DF5783 HISTORY - 19990909 MONUMENTED FL-103 DF5783 DF5783 STATION DESCRIPTION DF5783 DF5783'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5783'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY 92 (4TH STREET DF5783'SOUTH) AND SR 682 (54TH AVENUE SOUTH), RUN SOUTH ON US HIGHWAY 92 FOR DF5783'0.1 DF5783'MILES. STATION IS ON THE RIGHT, 99 FT. WEST OF THE CENTERLINE OF US DF5783'HIGHWAY DF5783'92, 52.4 FT. NORTH OF THE CENTERLINE OF HILLSIDE DRIVE SOUTH, 53.7 FT. DF5783'WEST OF DF5783'A FIRE HYDRANT, 685 FT. N 50E OF LP173261. SET IN THE TOP OF A DF5783'CONCRETE DF5783'MONUMENT THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5784 *********************************************************************** DF5784 DESIGNATION - PCDSM GPS 05 DF5784 PID - DF5784 DF5784 STATE/COUNTY- FL/PINELLAS DF5784 USGS QUAD - PASS-A-GRILLE BEACH (1994) DF5784 DF5784 *CURRENT SURVEY CONTROL DF5784 ___________________________________________________________________ DF5784* NAD 83(1999)- 27 44 12.94164(N) 082 38 26.60945(W) ADJUSTED DF5784* NAVD 88 - 1.3 (meters) 4. (feet) GPS OBS DF5784 ___________________________________________________________________ DF5784 X - 723,626.223 (meters) COMP DF5784 Y - -5,602,790.155 (meters) COMP DF5784 Z - 2,950,722.675 (meters) COMP DF5784 LAPLACE CORR- -1.90 (seconds) DEFLEC99 DF5784 ELLIP HEIGHT- -23.16 (meters) (05/29/03) GPS OBS DF5784 GEOID HEIGHT- -24.37 (meters) GEOID99 DF5784 DF5784 HORZ ORDER - FIRST DF5784 ELLP ORDER - FOURTH CLASS II DF5784 DF5784.The horizontal coordinates were established by GPS observations DF5784.and adjusted by the National Geodetic Survey in May 2003. DF5784 DF5784.The orthometric height was determined by GPS observations and a DF5784.high-resolution geoid model. DF5784 DF5784.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5784 DF5784.The Laplace correction was computed from DEFLEC99 derived deflections. DF5784 DF5784.The ellipsoidal height was determined by GPS observations DF5784.and is referenced to NAD 83. DF5784 DF5784.The geoid height was determined by GEOID99. DF5784 DF5784; North East Units Scale Converg. DF5784;SPC FL W - 377,222.187 136,827.681 MT 0.99999042 -0 17 53.6 DF5784;UTM 17 - 3,069,138.999 338,277.099 MT 0.99992283 -0 45 49.6 DF5784 DF5784|---------------------------------------------------------------------| DF5784| PID Reference Object Distance Geod. Az | DF5784| dddmmss.s | DF5784| DF5785 PCDSM GPS 06 293.070 METERS 35502 | DF5784|---------------------------------------------------------------------| DF5784 DF5784 SUPERSEDED SURVEY CONTROL DF5784 DF5784.No superseded survey control is available for this station. DF5784 DF5784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3827769139(NAD 83) DF5784_MARKER: DD = SURVEY DISK DF5784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5784_STAMPING: PCDSM GPS 05 1999 DF5784_PROJECTION: FLUSH DF5784_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5784+STABILITY: SURFACE MOTION DF5784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5784+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5784 DF5784 HISTORY - Date Condition Report By DF5784 HISTORY - 19990909 MONUMENTED FL-103 DF5784 DF5784 STATION DESCRIPTION DF5784 DF5784'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5784'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY 92 (4TH STREET DF5784'SOUTH) AND SR 682 (54TH AVENUE SOUTH), RUN NORTH ON US HIGHWAY 92 FOR DF5784'0.5 DF5784'MILES TO THE INTERSECTION OF US HIGHWAY 92 AND 45TH AVENUE SOUTH, TURN DF5784'LEFT AND RUN EAST ON 45TH AVENUE SOUTH FOR 0.1 MILES TO THE DF5784'INTERSECTION DF5784'OF 45TH AVENUE SOUTH AND 6TH STREET SOUTH, TURN RIGHT AND RUN NORTH DF5784'ON 6TH STREET SOUTH FOR 0.65 MILES. STATION IS ON THE RIGHT, 36.5 DF5784'EAST OF DF5784'THE CENTERLINE OF 6TH STREET SOUTH, 27 FT. NORTH OF THE CENTERLINE OF DF5784'35TH AVENUE SOUTH, 100.5 FT. NORTH OF PPB25484, 39 FT. NORTH OF DF5784'PPB25483, DF5784'3.9 FT. EAST OF THE EAST EDGE OF AN 8 FT. CONCRETE SIDEWALK, 2 FT. DF5784'WEST OF DF5784'MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE DF5784'GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5785 *********************************************************************** DF5785 DESIGNATION - PCDSM GPS 06 DF5785 PID - DF5785 DF5785 STATE/COUNTY- FL/PINELLAS DF5785 USGS QUAD - PASS-A-GRILLE BEACH (1994) DF5785 DF5785 *CURRENT SURVEY CONTROL DF5785 ___________________________________________________________________ DF5785* NAD 83(1999)- 27 44 22.42667(N) 082 38 27.53640(W) ADJUSTED DF5785* NAVD 88 - 2.5 (meters) 8. (feet) GPS OBS DF5785 ___________________________________________________________________ DF5785 X - 723,583.771 (meters) COMP DF5785 Y - -5,602,659.662 (meters) COMP DF5785 Z - 2,950,981.635 (meters) COMP DF5785 LAPLACE CORR- -1.91 (seconds) DEFLEC99 DF5785 ELLIP HEIGHT- -21.99 (meters) (05/29/03) GPS OBS DF5785 GEOID HEIGHT- -24.37 (meters) GEOID99 DF5785 DF5785 HORZ ORDER - FIRST DF5785 ELLP ORDER - FOURTH CLASS II DF5785 DF5785.The horizontal coordinates were established by GPS observations DF5785.and adjusted by the National Geodetic Survey in May 2003. DF5785 DF5785.The orthometric height was determined by GPS observations and a DF5785.high-resolution geoid model. DF5785 DF5785.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5785 DF5785.The Laplace correction was computed from DEFLEC99 derived deflections. DF5785 DF5785.The ellipsoidal height was determined by GPS observations DF5785.and is referenced to NAD 83. DF5785 DF5785.The geoid height was determined by GEOID99. DF5785 DF5785; North East Units Scale Converg. DF5785;SPC FL W - 377,514.280 136,803.813 MT 0.99999045 -0 17 54.1 DF5785;UTM 17 - 3,069,431.257 338,255.607 MT 0.99992292 -0 45 50.3 DF5785 DF5785|---------------------------------------------------------------------| DF5785| PID Reference Object Distance Geod. Az | DF5785| dddmmss.s | DF5785| DF5784 PCDSM GPS 05 293.070 METERS 17502 | DF5785|---------------------------------------------------------------------| DF5785 DF5785 SUPERSEDED SURVEY CONTROL DF5785 DF5785.No superseded survey control is available for this station. DF5785 DF5785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3825669431(NAD 83) DF5785_MARKER: DD = SURVEY DISK DF5785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5785_STAMPING: PCDSM GPS 06 1999 DF5785_PROJECTION: FLUSH DF5785_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5785+STABILITY: SURFACE MOTION DF5785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5785+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5785 DF5785 HISTORY - Date Condition Report By DF5785 HISTORY - 19990909 MONUMENTED FL-103 DF5785 DF5785 STATION DESCRIPTION DF5785 DF5785'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5785'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY 92 (4TH STREET DF5785'SOUTH) AND SR 682 (54TH AVENUE SOUTH), RUN NORTH ON US HIGHWAY 92 FOR DF5785'0.5 DF5785'MILES TO THE INTERSECTION OF US HIGHWAY 92 AND 45TH AVENUE SOUTH, TURN DF5785'LEFT AND RUN EAST ON 45TH AVENUE SOUTH FOR 0.1 MILES TO THE DF5785'INTERSECTION DF5785'OF 45TH AVENUE SOUTH AND 6TH STREET SOUTH, TURN RIGHT AND RUN NORTH DF5785'ON 6TH STREET SOUTH FOR 0.8 MILES. STATION IS ON THE LEFT, 33 FT. DF5785'WEST OF DF5785'THE CENTERLINE OF 6TH STREET SOUTH, 89.7 FT. SOUTH OF THE CENTERLINE DF5785'OF DF5785'32ND AVENUE SOUTH, 67.7 FT. N 80E OF AN 18 IN PINE TREE, 20.5 FT. S DF5785'30E OF THE DF5785'CENTERLINE OF A STORM SEWER MANHOLE, 2.6 FT. WEST OF THE WEST EDGE OF DF5785'A DF5785'5.5 FT. CONCRETE SIDEWALK. SET IN THE TOP OF A CONCRETE MONUMENT THAT DF5785'IS DF5785'FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5786 *********************************************************************** DF5786 DESIGNATION - PCDSM GPS 07 DF5786 PID - DF5786 DF5786 STATE/COUNTY- FL/PINELLAS DF5786 USGS QUAD - ST PETERSBURG (1987) DF5786 DF5786 *CURRENT SURVEY CONTROL DF5786 ___________________________________________________________________ DF5786* NAD 83(1999)- 27 48 12.66846(N) 082 37 38.11885(W) ADJUSTED DF5786* NAVD 88 - 1.1 (meters) 4. (feet) GPS OBS DF5786 ___________________________________________________________________ DF5786 X - 724,502.110 (meters) COMP DF5786 Y - -5,599,209.771 (meters) COMP DF5786 Z - 2,957,251.857 (meters) COMP DF5786 LAPLACE CORR- -1.98 (seconds) DEFLEC99 DF5786 ELLIP HEIGHT- -23.54 (meters) (05/29/03) GPS OBS DF5786 GEOID HEIGHT- -24.47 (meters) GEOID99 DF5786 DF5786 HORZ ORDER - FIRST DF5786 ELLP ORDER - FOURTH CLASS II DF5786 DF5786.The horizontal coordinates were established by GPS observations DF5786.and adjusted by the National Geodetic Survey in May 2003. DF5786 DF5786.The orthometric height was determined by GPS observations and a DF5786.high-resolution geoid model. DF5786 DF5786.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5786 DF5786.The Laplace correction was computed from DEFLEC99 derived deflections. DF5786 DF5786.The ellipsoidal height was determined by GPS observations DF5786.and is referenced to NAD 83. DF5786 DF5786.The geoid height was determined by GEOID99. DF5786 DF5786; North East Units Scale Converg. DF5786;SPC FL W - 384,594.473 138,193.390 MT 0.99998831 -0 17 33.3 DF5786;UTM 17 - 3,076,499.421 339,702.634 MT 0.99991716 -0 45 33.1 DF5786 DF5786|---------------------------------------------------------------------| DF5786| PID Reference Object Distance Geod. Az | DF5786| dddmmss.s | DF5786| DF5787 PCDSM GPS 08 234.458 METERS 00918 | DF5786|---------------------------------------------------------------------| DF5786 DF5786 SUPERSEDED SURVEY CONTROL DF5786 DF5786.No superseded survey control is available for this station. DF5786 DF5786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3970376499(NAD 83) DF5786_MARKER: DD = SURVEY DISK DF5786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5786_STAMPING: PCDSM GPS 07 1999 DF5786_PROJECTION: FLUSH DF5786_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5786+STABILITY: SURFACE MOTION DF5786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5786+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5786 DF5786 HISTORY - Date Condition Report By DF5786 HISTORY - 19990909 MONUMENTED FL-103 DF5786 DF5786 STATION DESCRIPTION DF5786 DF5786'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HFO) DF5786'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY 92 (4TH STREET DF5786'NORTH) AND DF5786'22ND AVENUE NORTH, RUN NORTH ON US HIGHWAY 92 FOR 0.7 MILES TO THE DF5786'INTERSECTION OF US HIGHWAY 92 AND 34TH AVENUE NORTH, TURN RIGHT AND DF5786'RUN EAST ON 34TH AVENUE NORTH FOR 0.6 MILES TO THE INTERSECTION OF DF5786'34TH DF5786'AVENUE NORTHEAST AND POPLAR STREET NORTHEAST, TURN LEFT AND RUN DF5786'NORTH ON POPLAR STREET NORTHEAST FOR 160 FT. STATION IS ON RIGHT, 103 DF5786'FT. DF5786'EAST OF THE CENTERLINE OF POPLAR STREET NORTHEAST, 17 FT. NORTH OF THE DF5786'CENTERLINE OF ALLEY, 8.3 FT. SOUTH OF THE FACE OF THE SEAWALL, 71 FT. DF5786'N 85W DF5786'OF PP159968, 84 FT. S 80E OF A POWER POLE WITH NO NUMBER AT THE DF5786'CORNER OF DF5786'THE ALLEY AND POPLAR STREET NORTHEAST, 1.7 FT. SOUTH OF MARKER. SET DF5786'IN DF5786'THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. DF5786' DF5786' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5787 *********************************************************************** DF5787 DESIGNATION - PCDSM GPS 08 DF5787 PID - DF5787 DF5787 STATE/COUNTY- FL/PINELLAS DF5787 USGS QUAD - ST PETERSBURG (1987) DF5787 DF5787 *CURRENT SURVEY CONTROL DF5787 ___________________________________________________________________ DF5787* NAD 83(1999)- 27 48 20.18487(N) 082 37 36.73379(W) ADJUSTED DF5787* NAVD 88 - 1.6 (meters) 5. (feet) GPS OBS DF5787 ___________________________________________________________________ DF5787 X - 724,525.921 (meters) COMP DF5787 Y - -5,599,098.355 (meters) COMP DF5787 Z - 2,957,456.772 (meters) COMP DF5787 LAPLACE CORR- -1.97 (seconds) DEFLEC99 DF5787 ELLIP HEIGHT- -22.99 (meters) (05/29/03) GPS OBS DF5787 GEOID HEIGHT- -24.47 (meters) GEOID99 DF5787 DF5787 HORZ ORDER - FIRST DF5787 ELLP ORDER - FOURTH CLASS II DF5787 DF5787.The horizontal coordinates were established by GPS observations DF5787.and adjusted by the National Geodetic Survey in May 2003. DF5787 DF5787.The orthometric height was determined by GPS observations and a DF5787.high-resolution geoid model. DF5787 DF5787.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5787 DF5787.The Laplace correction was computed from DEFLEC99 derived deflections. DF5787 DF5787.The ellipsoidal height was determined by GPS observations DF5787.and is referenced to NAD 83. DF5787 DF5787.The geoid height was determined by GEOID99. DF5787 DF5787; North East Units Scale Converg. DF5787;SPC FL W - 384,825.646 138,232.482 MT 0.99998825 -0 17 32.7 DF5787;UTM 17 - 3,076,730.251 339,743.604 MT 0.99991700 -0 45 32.6 DF5787 DF5787|---------------------------------------------------------------------| DF5787| PID Reference Object Distance Geod. Az | DF5787| dddmmss.s | DF5787| DF5786 PCDSM GPS 07 234.458 METERS 18918 | DF5787|---------------------------------------------------------------------| DF5787 DF5787 SUPERSEDED SURVEY CONTROL DF5787 DF5787.No superseded survey control is available for this station. DF5787 DF5787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3974476730(NAD 83) DF5787_MARKER: DD = SURVEY DISK DF5787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5787_STAMPING: PCDSM GPS 08 1999 DF5787_PROJECTION: FLUSH DF5787_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5787+STABILITY: SURFACE MOTION DF5787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5787+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5787 DF5787 HISTORY - Date Condition Report By DF5787 HISTORY - 19990909 MONUMENTED FL-103 DF5787 DF5787 STATION DESCRIPTION DF5787 DF5787'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HFO) DF5787'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY 92 (4TH STREET DF5787'NORTH) AND DF5787'22ND AVENUE NORTH, RUN NORTH ON US HIGHWAY 92 FOR 0.7 MILES TO THE DF5787'INTERSECTION OF US HIGHWAY 92 AND 34TH AVENUE NORTH, TURN RIGHT AND DF5787'RUN EAST ON 34TH AVENUE NORTH FOR 0.6 MILES TO THE INTERSECTION OF DF5787'34TH DF5787'AVENUE NORTHEAST AND POPLAR STREET NORTHEAST, TURN LEFT AND RUN DF5787'NORTH ON POPLAR STREET NORTHEAST FOR 0.1 MILES. STATION IS ON THE DF5787'RIGHT DF5787'IN CRISP PARK, 239 FT. EAST OF THE CENTERLINE OF POPLAR STREET DF5787'NORTHEAST, DF5787'75 FT. SOUTH OF THE CENTERLINE OF 37TH AVENUE NORTHEAST, 108 FT. S DF5787'70E OF DF5787'PPB00346, 116.2 FT. N 50E OF PPB20996, 1.5 FT. NORTH OF MARKER. DF5787'SET IN THE DF5787'TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. DF5787' DF5787' DF5787' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5788 *********************************************************************** DF5788 DESIGNATION - PCDSM GPS 09 DF5788 PID - DF5788 DF5788 STATE/COUNTY- FL/PINELLAS DF5788 USGS QUAD - PORT TAMPA (1983) DF5788 DF5788 *CURRENT SURVEY CONTROL DF5788 ___________________________________________________________________ DF5788* NAD 83(1999)- 27 50 51.93181(N) 082 36 32.04118(W) ADJUSTED DF5788* NAVD 88 - 2.2 (meters) 7. (feet) GPS OBS DF5788 ___________________________________________________________________ DF5788 X - 726,001.542 (meters) COMP DF5788 Y - -5,596,708.969 (meters) COMP DF5788 Z - 2,961,587.997 (meters) COMP DF5788 LAPLACE CORR- -1.76 (seconds) DEFLEC99 DF5788 ELLIP HEIGHT- -22.44 (meters) (05/29/03) GPS OBS DF5788 GEOID HEIGHT- -24.56 (meters) GEOID99 DF5788 DF5788 HORZ ORDER - FIRST DF5788 ELLP ORDER - FOURTH CLASS II DF5788 DF5788.The horizontal coordinates were established by GPS observations DF5788.and adjusted by the National Geodetic Survey in May 2003. DF5788 DF5788.The orthometric height was determined by GPS observations and a DF5788.high-resolution geoid model. DF5788 DF5788.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5788 DF5788.The Laplace correction was computed from DEFLEC99 derived deflections. DF5788 DF5788.The ellipsoidal height was determined by GPS observations DF5788.and is referenced to NAD 83. DF5788 DF5788.The geoid height was determined by GEOID99. DF5788 DF5788; North East Units Scale Converg. DF5788;SPC FL W - 389,487.749 140,026.350 MT 0.99998556 -0 17 04.0 DF5788;UTM 17 - 3,081,377.239 341,575.273 MT 0.99990979 -0 45 06.2 DF5788 DF5788|---------------------------------------------------------------------| DF5788| PID Reference Object Distance Geod. Az | DF5788| dddmmss.s | DF5788| DF5789 PCDSM GPS 10 251.693 METERS 02204 | DF5788|---------------------------------------------------------------------| DF5788 DF5788 SUPERSEDED SURVEY CONTROL DF5788 DF5788.No superseded survey control is available for this station. DF5788 DF5788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4157581377(NAD 83) DF5788_MARKER: DD = SURVEY DISK DF5788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5788_STAMPING: PCDSM GPS 09 1999 DF5788_PROJECTION: FLUSH DF5788_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5788+STABILITY: SURFACE MOTION DF5788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5788+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5788 DF5788 HISTORY - Date Condition Report By DF5788 HISTORY - 19990909 MONUMENTED FL-103 DF5788 DF5788 STATION DESCRIPTION DF5788 DF5788'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HFO) DF5788'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY 92 (4TH STREET DF5788'NORTH) AND US HIGHWAY 92 (GANDY BLVD), RUN EAST ON US HIGHWAY 92 DF5788'(GANDY DF5788'BLVD) FOR 1.0 MILE TO THE INTERSECTION OF US HIGHWAY 92 (GANDY BLVD) DF5788'AND CR DF5788'823 (SAN MARTIN BLVD, TURN RIGHT AND RUN SOUTHERLY ON CR 823 FOR 0.9 DF5788'MILES DF5788'TO THE INTERSECTION OF CR 823 AND WEEDON ISLAND DRIVE, TURN LEFT AND DF5788'RUN DF5788'EASTERLY AND SOUTHERLY ON WEEDON ISLAND DRIVE FOR 1.4 MILES. STATION DF5788'IS DF5788'ON THE LEFT 161 FT. EAST OF CENTERLINE OF WEEDON ISLAND DRIVE, 27 FT. DF5788'WEST DF5788'OF A WATER VALVE, 3 FT. NORTH OF THE EDGE OF PAVEMENT OF EXIT ROAD DF5788'FROM DF5788'BOARDWALK PARKING LOT, 1.5 FT. S 20W OF MARKER. SET IN THE TOP OF DF5788'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. DF5788' DF5788' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5789 *********************************************************************** DF5789 DESIGNATION - PCDSM GPS 10 DF5789 PID - DF5789 DF5789 STATE/COUNTY- FL/PINELLAS DF5789 USGS QUAD - PORT TAMPA (1983) DF5789 DF5789 *CURRENT SURVEY CONTROL DF5789 ___________________________________________________________________ DF5789* NAD 83(1999)- 27 50 59.50967(N) 082 36 28.58607(W) ADJUSTED DF5789* NAVD 88 - 2.3 (meters) 8. (feet) GPS OBS DF5789 ___________________________________________________________________ DF5789 X - 726,081.279 (meters) COMP DF5789 Y - -5,596,588.798 (meters) COMP DF5789 Z - 2,961,794.273 (meters) COMP DF5789 LAPLACE CORR- -1.74 (seconds) DEFLEC99 DF5789 ELLIP HEIGHT- -22.38 (meters) (05/29/03) GPS OBS DF5789 GEOID HEIGHT- -24.57 (meters) GEOID99 DF5789 DF5789 HORZ ORDER - FIRST DF5789 ELLP ORDER - FOURTH CLASS II DF5789 DF5789.The horizontal coordinates were established by GPS observations DF5789.and adjusted by the National Geodetic Survey in May 2003. DF5789 DF5789.The orthometric height was determined by GPS observations and a DF5789.high-resolution geoid model. DF5789 DF5789.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5789 DF5789.The Laplace correction was computed from DEFLEC99 derived deflections. DF5789 DF5789.The ellipsoidal height was determined by GPS observations DF5789.and is referenced to NAD 83. DF5789 DF5789.The geoid height was determined by GEOID99. DF5789 DF5789; North East Units Scale Converg. DF5789;SPC FL W - 389,720.540 140,122.039 MT 0.99998541 -0 17 02.4 DF5789;UTM 17 - 3,081,609.223 341,672.851 MT 0.99990941 -0 45 04.7 DF5789 DF5789|---------------------------------------------------------------------| DF5789| PID Reference Object Distance Geod. Az | DF5789| dddmmss.s | DF5789| DF5788 PCDSM GPS 09 251.693 METERS 20204 | DF5789|---------------------------------------------------------------------| DF5789 DF5789 SUPERSEDED SURVEY CONTROL DF5789 DF5789.No superseded survey control is available for this station. DF5789 DF5789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4167381609(NAD 83) DF5789_MARKER: DD = SURVEY DISK DF5789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5789_STAMPING: PCDSM GPS 10 1999 DF5789_PROJECTION: FLUSH DF5789_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5789+STABILITY: SURFACE MOTION DF5789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5789+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5789 DF5789 HISTORY - Date Condition Report By DF5789 HISTORY - 19990909 MONUMENTED FL-103 DF5789 DF5789 STATION DESCRIPTION DF5789 DF5789'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HFO) DF5789'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY 92 (4TH STREET DF5789'NORTH) AND US HIGHWAY 92 (GANDY BLVD), RUN EAST ON US HIGHWAY 92 DF5789'(GANDY DF5789'BLVD) FOR 1.0 MILE TO THE INTERSECTION OF US HIGHWAY 92 (GANDY BLVD) DF5789'AND CR DF5789'823 (SAN MARTIN BLVD, TURN RIGHT AND RUN SOUTHERLY ON CR 823 FOR 0.9 DF5789'MILES DF5789'TO THE INTERSECTION OF CR 823 AND WEEDON ISLAND DRIVE, TURN LEFT AND DF5789'RUN DF5789'EASTERLY AND SOUTHERLY ON WEEDON ISLAND DRIVE FOR 1.3 MILES. STATION DF5789'IS DF5789'ON THE LEFT 40 FT. EAST OF THE CENTERLINE OF WEEDON ISLAND DRIVE, 50.3 DF5789'FT. S DF5789'10W OF PPB186762, 82 FT. S 10W OF CENTERLINE OF ENTRANCE ROAD TO DF5789'PARK DF5789'RANGERS HOME (1500 WEEDON ISLAND DRIVE), 2 FT. WEST OF MARKER. SET IN DF5789'THE DF5789'TOP OF CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. DF5789' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5790 *********************************************************************** DF5790 DESIGNATION - PCDSM GPS 11 DF5790 PID - DF5790 DF5790 STATE/COUNTY- FL/PINELLAS DF5790 USGS QUAD - SAFETY HARBOR (1956) DF5790 DF5790 *CURRENT SURVEY CONTROL DF5790 ___________________________________________________________________ DF5790* NAD 83(1999)- 27 53 38.74334(N) 082 39 14.04017(W) ADJUSTED DF5790* NAVD 88 - 1.4 (meters) 5. (feet) GPS OBS DF5790 ___________________________________________________________________ DF5790 X - 721,298.674 (meters) COMP DF5790 Y - -5,594,895.922 (meters) COMP DF5790 Z - 2,966,126.834 (meters) COMP DF5790 LAPLACE CORR- -1.60 (seconds) DEFLEC99 DF5790 ELLIP HEIGHT- -23.31 (meters) (05/29/03) GPS OBS DF5790 GEOID HEIGHT- -24.57 (meters) GEOID99 DF5790 DF5790 HORZ ORDER - FIRST DF5790 ELLP ORDER - FOURTH CLASS II DF5790 DF5790.The horizontal coordinates were established by GPS observations DF5790.and adjusted by the National Geodetic Survey in May 2003. DF5790 DF5790.The orthometric height was determined by GPS observations and a DF5790.high-resolution geoid model. DF5790 DF5790.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5790 DF5790.The Laplace correction was computed from DEFLEC99 derived deflections. DF5790 DF5790.The ellipsoidal height was determined by GPS observations DF5790.and is referenced to NAD 83. DF5790 DF5790.The geoid height was determined by GEOID99. DF5790 DF5790; North East Units Scale Converg. DF5790;SPC FL W - 394,645.347 135,621.393 MT 0.99999231 -0 18 21.3 DF5790;UTM 17 - 3,086,570.251 337,212.865 MT 0.99992709 -0 46 26.1 DF5790 DF5790|---------------------------------------------------------------------| DF5790| PID Reference Object Distance Geod. Az | DF5790| dddmmss.s | DF5790| AG0523 FRANKLAND 341.615 METERS 09958 | DF5790|---------------------------------------------------------------------| DF5790 DF5790 SUPERSEDED SURVEY CONTROL DF5790 DF5790.No superseded survey control is available for this station. DF5790 DF5790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3721386570(NAD 83) DF5790_MARKER: DD = SURVEY DISK DF5790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5790_STAMPING: PCDSM GPS 11 1999 DF5790_PROJECTION: FLUSH DF5790_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5790+STABILITY: SURFACE MOTION DF5790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5790+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5790 DF5790 HISTORY - Date Condition Report By DF5790 HISTORY - 19990909 MONUMENTED FL-103 DF5790 DF5790 STATION DESCRIPTION DF5790 DF5790'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HFO) DF5790'TO REACH STATION FROM THE INTERSECTION OF SR 688 (ULMERTON ROAD) AND DF5790'CR DF5790'611 (49TH STREET NORTH), RUN EAST ON SR 688 FOR 2.7 MILES. STATION IS DF5790'ON THE DF5790'LEFT, NORTH OF THE WEST BOUND LANES, 203.5 FT. EAST OF THE CENTERLINE DF5790'OF DF5790'THE ENTRANCE TO THE WELCOME CENTER, 80 FT. N 50E OF LPB06301, 127 DF5790'FT. N DF5790'75W OF LPB06300, 76 FT. S 85W OF A 12 IN AUSTRALIAN PINE, 1.6 FT. DF5790'SOUTH OF DF5790'MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE DF5790'GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5791 *********************************************************************** DF5791 DESIGNATION - PCDSM GPS 12 DF5791 PID - DF5791 DF5791 STATE/COUNTY- FL/PINELLAS DF5791 USGS QUAD - SAFETY HARBOR (1956) DF5791 DF5791 *CURRENT SURVEY CONTROL DF5791 ___________________________________________________________________ DF5791* NAD 83(1999)- 27 53 36.76163(N) 082 39 22.38831(W) ADJUSTED DF5791* NAVD 88 - 1.3 (meters) 4. (feet) GPS OBS DF5791 ___________________________________________________________________ DF5791 X - 721,075.876 (meters) COMP DF5791 Y - -5,594,953.389 (meters) COMP DF5791 Z - 2,966,072.905 (meters) COMP DF5791 LAPLACE CORR- -1.61 (seconds) DEFLEC99 DF5791 ELLIP HEIGHT- -23.34 (meters) (05/29/03) GPS OBS DF5791 GEOID HEIGHT- -24.57 (meters) GEOID99 DF5791 DF5791 HORZ ORDER - FIRST DF5791 ELLP ORDER - FOURTH CLASS II DF5791 DF5791.The horizontal coordinates were established by GPS observations DF5791.and adjusted by the National Geodetic Survey in May 2003. DF5791 DF5791.The orthometric height was determined by GPS observations and a DF5791.high-resolution geoid model. DF5791 DF5791.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5791 DF5791.The Laplace correction was computed from DEFLEC99 derived deflections. DF5791 DF5791.The ellipsoidal height was determined by GPS observations DF5791.and is referenced to NAD 83. DF5791 DF5791.The geoid height was determined by GEOID99. DF5791 DF5791; North East Units Scale Converg. DF5791;SPC FL W - 394,585.568 135,392.754 MT 0.99999268 -0 18 25.2 DF5791;UTM 17 - 3,086,512.344 336,983.761 MT 0.99992801 -0 46 30.0 DF5791 DF5791|---------------------------------------------------------------------| DF5791| PID Reference Object Distance Geod. Az | DF5791| dddmmss.s | DF5791| DF5790 PCDSM GPS 11 236.326 METERS 07502 | DF5791|---------------------------------------------------------------------| DF5791 DF5791 SUPERSEDED SURVEY CONTROL DF5791 DF5791.No superseded survey control is available for this station. DF5791 DF5791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3698486512(NAD 83) DF5791_MARKER: DD = SURVEY DISK DF5791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5791_STAMPING: PCDSM GPS 12 1999 DF5791_PROJECTION: FLUSH DF5791_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5791+STABILITY: SURFACE MOTION DF5791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5791+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5791 DF5791 HISTORY - Date Condition Report By DF5791 HISTORY - 19990909 MONUMENTED FL-103 DF5791 DF5791 STATION DESCRIPTION DF5791 DF5791'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HFO) DF5791'TO REACH STATION FROM THE INTERSECTION SR 688 (ULMERTON ROAD) AND CR DF5791'611 (49TH STREET NORTH), RUN EAST ON SR 688 FOR 2.7 MILES. STATION IS DF5791'ON THE DF5791'RIGHT, 167 FT. EAST OF THE CENTERLINE OF THE CENTER MEDIAN OF THE DF5791'EASTERNMOST ENTRANCE TO FRANKLIN TEMPLE OFF OF ULMERTON ROAD, 60.6 FT. DF5791'S 70E OF LPB221505, 105.5 FT. S 80W OF LPB221504, 1.5 FT. NORTH OF DF5791'MARKER. SET DF5791'IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5792 *********************************************************************** DF5792 DESIGNATION - PCDSM GPS 13 DF5792 PID - DF5792 DF5792 STATE/COUNTY- FL/PINELLAS DF5792 USGS QUAD - SAFETY HARBOR (1956) DF5792 DF5792 *CURRENT SURVEY CONTROL DF5792 ___________________________________________________________________ DF5792* NAD 83(1999)- 27 55 02.91591(N) 082 41 36.96753(W) ADJUSTED DF5792* NAVD 88 - 1.5 (meters) 5. (feet) GPS OBS DF5792 ___________________________________________________________________ DF5792 X - 717,267.419 (meters) COMP DF5792 Y - -5,594,191.713 (meters) COMP DF5792 Z - 2,968,416.671 (meters) COMP DF5792 LAPLACE CORR- -1.52 (seconds) DEFLEC99 DF5792 ELLIP HEIGHT- -23.15 (meters) (05/29/03) GPS OBS DF5792 GEOID HEIGHT- -24.56 (meters) GEOID99 DF5792 DF5792 HORZ ORDER - FIRST DF5792 ELLP ORDER - FOURTH CLASS II DF5792 DF5792.The horizontal coordinates were established by GPS observations DF5792.and adjusted by the National Geodetic Survey in May 2003. DF5792 DF5792.The orthometric height was determined by GPS observations and a DF5792.high-resolution geoid model. DF5792 DF5792.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5792 DF5792.The Laplace correction was computed from DEFLEC99 derived deflections. DF5792 DF5792.The ellipsoidal height was determined by GPS observations DF5792.and is referenced to NAD 83. DF5792 DF5792.The geoid height was determined by GEOID99. DF5792 DF5792; North East Units Scale Converg. DF5792;SPC FL W - 397,257.872 131,727.172 MT 0.99999869 -0 19 29.1 DF5792;UTM 17 - 3,089,214.349 333,340.356 MT 0.99994283 -0 47 35.3 DF5792 DF5792|---------------------------------------------------------------------| DF5792| PID Reference Object Distance Geod. Az | DF5792| dddmmss.s | DF5792| AG0638 JORDAN 320.342 METERS 01125 | DF5792| DF5793 PCDSM GPS 14 227.389 METERS 35655 | DF5792|---------------------------------------------------------------------| DF5792 DF5792 SUPERSEDED SURVEY CONTROL DF5792 DF5792.No superseded survey control is available for this station. DF5792 DF5792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3334089214(NAD 83) DF5792_MARKER: DD = SURVEY DISK DF5792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5792_STAMPING: PCDSM GPS 13 1999 DF5792_PROJECTION: FLUSH DF5792_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5792+STABILITY: SURFACE MOTION DF5792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5792+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5792 DF5792 HISTORY - Date Condition Report By DF5792 HISTORY - 19990909 MONUMENTED FL-103 DF5792 DF5792 STATION DESCRIPTION DF5792 DF5792'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5792'TO REACH STATION FROM THE INTERSECTION OF CR 611 (49TH STREET NORTH) DF5792'AND SR 688 (ULMERTON ROAD), RUN NORTH ON CR 611 FOR 1.0 MILE TO THE DF5792'EXIT AT DF5792'THE INTERSECTION OF CR 611 AND SR 686 (ROOSEVELT BLVD), TAKE EXIT AND DF5792'RUN DF5792'NORTH 0.1 MILES CROSSING SR 686 TO THE BEGINNING OF TURTLE LANE, RUN DF5792'NORTHERLY ON TURTLE LANE FOR 0.1 MILES TO THE INTERSECTION OF TURTLE DF5792'LANE AND RESCUE WAY, TURN RIGHT AND RUN EASTERLY ON RESCUE WAY FOR 0.1 DF5792'MILES TO THE INTERSECTION OF RESCUE WAY AND FAIRCHILD DRIVE, TURN LEFT DF5792'AND RUN NORTHERLY ON FAIRCHILD DRIVE FOR 0.5 MILES. STATION IS ON THE DF5792'LEFT, DF5792'77.2 FT. WEST OF THE CENTERLINE OF FAIRCHILD DRIVE, 46.6 FT. N 50W OF DF5792'PP152025, 142.8 FT. S 20W OF LONE LAUREL OAK TREE, 273 FT. NORTHERLY DF5792'OF DF5792'CONCRETE BRIDGE, 1.6 FT. EAST OF MARKER. SET IN THE TOP OF A CONCRETE DF5792'MONUMENT THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5793 *********************************************************************** DF5793 DESIGNATION - PCDSM GPS 14 DF5793 PID - DF5793 DF5793 STATE/COUNTY- FL/PINELLAS DF5793 USGS QUAD - SAFETY HARBOR (1956) DF5793 DF5793 *CURRENT SURVEY CONTROL DF5793 ___________________________________________________________________ DF5793* NAD 83(1999)- 27 55 10.29212(N) 082 41 37.41425(W) ADJUSTED DF5793* NAVD 88 - 1.7 (meters) 6. (feet) GPS OBS DF5793 ___________________________________________________________________ DF5793 X - 717,241.809 (meters) COMP DF5793 Y - -5,594,088.018 (meters) COMP DF5793 Z - 2,968,617.412 (meters) COMP DF5793 LAPLACE CORR- -1.52 (seconds) DEFLEC99 DF5793 ELLIP HEIGHT- -22.92 (meters) (05/29/03) GPS OBS DF5793 GEOID HEIGHT- -24.56 (meters) GEOID99 DF5793 DF5793 HORZ ORDER - FIRST DF5793 ELLP ORDER - FOURTH CLASS II DF5793 DF5793.The horizontal coordinates were established by GPS observations DF5793.and adjusted by the National Geodetic Survey in May 2003. DF5793 DF5793.The orthometric height was determined by GPS observations and a DF5793.high-resolution geoid model. DF5793 DF5793.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5793 DF5793.The Laplace correction was computed from DEFLEC99 derived deflections. DF5793 DF5793.The ellipsoidal height was determined by GPS observations DF5793.and is referenced to NAD 83. DF5793 DF5793.The geoid height was determined by GEOID99. DF5793 DF5793; North East Units Scale Converg. DF5793;SPC FL W - 397,484.998 131,716.244 MT 0.99999871 -0 19 29.4 DF5793;UTM 17 - 3,089,441.544 333,331.286 MT 0.99994287 -0 47 35.7 DF5793 DF5793|---------------------------------------------------------------------| DF5793| PID Reference Object Distance Geod. Az | DF5793| dddmmss.s | DF5793| AG0638 JORDAN 115.251 METERS 04102 | DF5793| DF5792 PCDSM GPS 13 227.389 METERS 17655 | DF5793|---------------------------------------------------------------------| DF5793 DF5793 SUPERSEDED SURVEY CONTROL DF5793 DF5793.No superseded survey control is available for this station. DF5793 DF5793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3333189442(NAD 83) DF5793_MARKER: DD = SURVEY DISK DF5793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5793_STAMPING: PCDSM GPS 14 1999 DF5793_PROJECTION: FLUSH DF5793_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5793+STABILITY: SURFACE MOTION DF5793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5793+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5793 DF5793 HISTORY - Date Condition Report By DF5793 HISTORY - 19990909 MONUMENTED FL-103 DF5793 DF5793 STATION DESCRIPTION DF5793 DF5793'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5793'TO REACH STATION FROM THE INTERSECTION OF CR 611 (49TH STREET NORTH) DF5793'AND SR 688 (ULMERTON ROAD), RUN NORTH ON CR 611 FOR 1.0 MILE TO THE DF5793'EXIT AT DF5793'THE INTERSECTION OF CR 611 AND SR 686 (ROOSEVELT BLVD), TAKE EXIT AND DF5793'RUN DF5793'NORTH 0.1 MILES CROSSING SR 686 TO THE BEGINNING OF TURTLE LANE, RUN DF5793'NORTHERLY ON TURTLE LANE FOR 0.1 MILES TO THE INTERSECTION OF TURTLE DF5793'LANE AND RESCUE WAY, TURN RIGHT AND RUN EASTERLY ON RESCUE WAY FOR 0.1 DF5793'MILES TO THE INTERSECTION OF RESCUE WAY AND FAIRCHILD DRIVE, TURN LEFT DF5793'AND RUN NORTHERLY ON FAIRCHILD DRIVE FOR 0.6 MILES INTO THE PARKING DF5793'LOT DF5793'OF 94TH AERO SQUADRON OF PINELLAS COUNTY. STATION IS ON THE LEFT, 4.5 DF5793'FT. DF5793'WEST OF THE EDGE OF PAVEMENT OF THE PARKING LOT, 226.50 FT. NORTH OF DF5793'THE DF5793'ENTRANCE TO THE PARKING LOT, 168.5 FT. S 15W OF THE CENTERLINE OF A DF5793'20 FT. DF5793'LONG, 4 FT. HIGH CHAINLINK DOUBLE GATE, 114 FT. S 70W OF DF5793'NORTHWESTERNMOST DF5793'LIGHT POLE OF PARKING LOT, 2.0 FT. EAST OF MARKER. SET IN THE TOP OF DF5793'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5794 *********************************************************************** DF5794 DESIGNATION - PCDSM GPS 15 DF5794 PID - DF5794 DF5794 STATE/COUNTY- FL/PINELLAS DF5794 USGS QUAD - CLEARWATER (1987) DF5794 DF5794 *CURRENT SURVEY CONTROL DF5794 ___________________________________________________________________ DF5794* NAD 83(1999)- 27 56 39.88481(N) 082 47 43.26663(W) ADJUSTED DF5794* NAVD 88 - 13.1 (meters) 43. (feet) GPS OBS DF5794 ___________________________________________________________________ DF5794 X - 707,157.690 (meters) COMP DF5794 Y - -5,594,079.758 (meters) COMP DF5794 Z - 2,971,059.404 (meters) COMP DF5794 LAPLACE CORR- -1.67 (seconds) DEFLEC99 DF5794 ELLIP HEIGHT- -11.47 (meters) (05/29/03) GPS OBS DF5794 GEOID HEIGHT- -24.46 (meters) GEOID99 DF5794 DF5794 HORZ ORDER - FIRST DF5794 ELLP ORDER - FOURTH CLASS II DF5794 DF5794.The horizontal coordinates were established by GPS observations DF5794.and adjusted by the National Geodetic Survey in May 2003. DF5794 DF5794.The orthometric height was determined by GPS observations and a DF5794.high-resolution geoid model. DF5794 DF5794.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5794 DF5794.The Laplace correction was computed from DEFLEC99 derived deflections. DF5794 DF5794.The ellipsoidal height was determined by GPS observations DF5794.and is referenced to NAD 83. DF5794 DF5794.The geoid height was determined by GEOID99. DF5794 DF5794; North East Units Scale Converg. DF5794;SPC FL W - 400,303.775 121,730.782 MT 1.00001676 -0 22 21.8 DF5794;UTM 17 - 3,092,341.768 323,369.648 MT 0.99998508 -0 50 29.6 DF5794 DF5794|---------------------------------------------------------------------| DF5794| PID Reference Object Distance Geod. Az | DF5794| dddmmss.s | DF5794| DF5795 PCDSM GPS 16 327.415 METERS 08758 | DF5794|---------------------------------------------------------------------| DF5794 DF5794 SUPERSEDED SURVEY CONTROL DF5794 DF5794.No superseded survey control is available for this station. DF5794 DF5794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2337092342(NAD 83) DF5794_MARKER: DD = SURVEY DISK DF5794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5794_STAMPING: PCDSM GPS 15 1999 DF5794_PROJECTION: FLUSH DF5794_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5794+STABILITY: SURFACE MOTION DF5794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5794+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5794 DF5794 HISTORY - Date Condition Report By DF5794 HISTORY - 19990909 MONUMENTED FL-103 DF5794 DF5794 STATION DESCRIPTION DF5794 DF5794'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5794'TO REACH STATION FROM THE INTERSECTION OF STATE ROAD 686 (EAST BAY DF5794'DRIVE) AND STATE ROAD 651 (MISSOURI AVENUE), RUN NORTH ON STATE ROAD DF5794'651 DF5794'FOR 1.4 MILES TO THE INTERSECTION OF CR 464 (BELLEAIR ROAD) AND STATE DF5794'ROAD DF5794'651, TURN LEFT AND RUN WEST ON CR 464 FOR 0.2 MILES TO THE DF5794'INTERSECTION OF DF5794'CR 335 (GREENWOOD AVENUE) AND CR 464, TURN RIGHT AND RUN NORTH ON CR DF5794'335 DF5794'FOR 0.3 MILES TO AN ENTRANCE ROAD TO ROSS NORTON PARK, TURN LEFT AND DF5794'RUN WEST ON ENTRANCE ROAD FOR 0.2 MILES. STATION ON LEFT, 14 FT. DF5794'SOUTH OF DF5794'CENTERLINE OF ROSS NORTON PARK ENTRANCE ROAD, 45.5 FT. EAST OF END OF DF5794'PAVEMENT, 36 FT. S 35W OF BALL FIELD LIGHT POLE, 125.3 FT. S 65E OF DF5794'SOUTHWEST DF5794'CORNER OF BALL FIELDS 6 FOOT CHAIN LINK FENCE, 1.5 FT. NORTH OF DF5794'MARKER. SET DF5794'IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5795 *********************************************************************** DF5795 DESIGNATION - PCDSM GPS 16 DF5795 PID - DF5795 DF5795 STATE/COUNTY- FL/PINELLAS DF5795 USGS QUAD - CLEARWATER (1987) DF5795 DF5795 *CURRENT SURVEY CONTROL DF5795 ___________________________________________________________________ DF5795* NAD 83(1999)- 27 56 40.26288(N) 082 47 31.29708(W) ADJUSTED DF5795* NAVD 88 - 16.1 (meters) 53. (feet) GPS OBS DF5795 ___________________________________________________________________ DF5795 X - 707,481.963 (meters) COMP DF5795 Y - -5,594,035.949 (meters) COMP DF5795 Z - 2,971,071.101 (meters) COMP DF5795 LAPLACE CORR- -1.68 (seconds) DEFLEC99 DF5795 ELLIP HEIGHT- -8.45 (meters) (05/29/03) GPS OBS DF5795 GEOID HEIGHT- -24.47 (meters) GEOID99 DF5795 DF5795 HORZ ORDER - FIRST DF5795 ELLP ORDER - FOURTH CLASS II DF5795 DF5795.The horizontal coordinates were established by GPS observations DF5795.and adjusted by the National Geodetic Survey in May 2003. DF5795 DF5795.The orthometric height was determined by GPS observations and a DF5795.high-resolution geoid model. DF5795 DF5795.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5795 DF5795.The Laplace correction was computed from DEFLEC99 derived deflections. DF5795 DF5795.The ellipsoidal height was determined by GPS observations DF5795.and is referenced to NAD 83. DF5795 DF5795.The geoid height was determined by GEOID99. DF5795 DF5795; North East Units Scale Converg. DF5795;SPC FL W - 400,313.289 122,058.065 MT 1.00001613 -0 22 16.2 DF5795;UTM 17 - 3,092,348.603 323,696.987 MT 0.99998366 -0 50 24.0 DF5795 DF5795|---------------------------------------------------------------------| DF5795| PID Reference Object Distance Geod. Az | DF5795| dddmmss.s | DF5795| DF5794 PCDSM GPS 15 327.415 METERS 26758 | DF5795|---------------------------------------------------------------------| DF5795 DF5795 SUPERSEDED SURVEY CONTROL DF5795 DF5795.No superseded survey control is available for this station. DF5795 DF5795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2369792349(NAD 83) DF5795_MARKER: DD = SURVEY DISK DF5795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5795_STAMPING: PCDSM GPS 16 1999 DF5795_PROJECTION: FLUSH DF5795_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5795+STABILITY: SURFACE MOTION DF5795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5795+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5795 DF5795 HISTORY - Date Condition Report By DF5795 HISTORY - 19990909 MONUMENTED FL-103 DF5795 DF5795 STATION DESCRIPTION DF5795 DF5795'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5795'TO REACH STATION FROM THE INTERSECTION OF STATE ROAD 686 (EAST BAY DF5795'DRIVE) AND STATE ROAD 651 (MISSOURI AVENUE), RUN NORTH ON STATE ROAD DF5795'651 DF5795'FOR 1.4 MILES TO THE INTERSECTION OF CR 464 (BELLEAIR ROAD) AND STATE DF5795'ROAD DF5795'651, TURN LEFT AND RUN WEST ON CR 464 FOR 0.2 MILES TO THE DF5795'INTERSECTION OF DF5795'CR 335 (GREENWOOD AVENUE) AND CR 464, TURN RIGHT AND RUN NORTH ON CR DF5795'335 DF5795'FOR 0.3 MILES TO AN ENTRANCE ROAD TO ROSS NORTON PARK, TURN LEFT AND DF5795'RUN WEST ON ENTRANCE ROAD FOR 129.4 FT. STATION ON RIGHT, 22 FT. DF5795'NORTH OF DF5795'CENTERLINE OF ROSS NORTON PARK ENTRANCE ROAD, 5.3 FT. NORTH OF NORTH DF5795'EDGE OF 5 FOOT CONCRETE SIDEWALK, 86.8 FT. WEST OF LIGHT POLE WITH NO DF5795'NUMBER, 68.5 N 85E OF PP2-46988, 1.5 FT. SOUTH OF MARKER. SET IN DF5795'THE TOP OF A DF5795'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5796 *********************************************************************** DF5796 DESIGNATION - PCDSM GPS 17 DF5796 PID - DF5796 DF5796 STATE/COUNTY- FL/PINELLAS DF5796 USGS QUAD - CLEARWATER (1987) DF5796 DF5796 *CURRENT SURVEY CONTROL DF5796 ___________________________________________________________________ DF5796* NAD 83(1999)- 27 55 00.15595(N) 082 49 28.79854(W) ADJUSTED DF5796* NAVD 88 - 1.0 (meters) 3. (feet) GPS OBS DF5796 ___________________________________________________________________ DF5796 X - 704,473.761 (meters) COMP DF5796 Y - -5,595,856.967 (meters) COMP DF5796 Z - 2,968,341.426 (meters) COMP DF5796 LAPLACE CORR- -1.68 (seconds) DEFLEC99 DF5796 ELLIP HEIGHT- -23.52 (meters) (05/29/03) GPS OBS DF5796 GEOID HEIGHT- -24.37 (meters) GEOID99 DF5796 DF5796 HORZ ORDER - FIRST DF5796 ELLP ORDER - FOURTH CLASS II DF5796 DF5796.The horizontal coordinates were established by GPS observations DF5796.and adjusted by the National Geodetic Survey in May 2003. DF5796 DF5796.The orthometric height was determined by GPS observations and a DF5796.high-resolution geoid model. DF5796 DF5796.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5796 DF5796.The Laplace correction was computed from DEFLEC99 derived deflections. DF5796 DF5796.The ellipsoidal height was determined by GPS observations DF5796.and is referenced to NAD 83. DF5796 DF5796.The geoid height was determined by GEOID99. DF5796 DF5796; North East Units Scale Converg. DF5796;SPC FL W - 397,252.949 118,825.192 MT 1.00002248 -0 23 10.0 DF5796;UTM 17 - 3,089,314.893 320,439.285 MT 0.99999797 -0 51 16.3 DF5796 DF5796|---------------------------------------------------------------------| DF5796| PID Reference Object Distance Geod. Az | DF5796| dddmmss.s | DF5796| DF5797 PCDSM GPS 18 312.831 METERS 27041 | DF5796|---------------------------------------------------------------------| DF5796 DF5796 SUPERSEDED SURVEY CONTROL DF5796 DF5796.No superseded survey control is available for this station. DF5796 DF5796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2043989315(NAD 83) DF5796_MARKER: DD = SURVEY DISK DF5796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5796_STAMPING: PCDSM GPS 17 1999 DF5796_PROJECTION: FLUSH DF5796_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5796+STABILITY: SURFACE MOTION DF5796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5796+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5796 DF5796 HISTORY - Date Condition Report By DF5796 HISTORY - 19990909 MONUMENTED FL-103 DF5796 DF5796 STATION DESCRIPTION DF5796 DF5796'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5796'TO REACH STATION FROM THE INTERSECTION OF STATE ROAD 686 (EAST BAY DF5796'DRIVE) AND STATE ROAD 651 (MISSOURI AVENUE), RUN WEST ON STATE ROAD DF5796'686 DF5796'FOR 2.1 MILES. STATION IS ON THE LEFT, 56 FT. SOUTH OF THE CENTERLINE DF5796'OF DF5796'STATE ROAD 686, 76 FT. EAST OF THE CENTERLINE OF THE EASTERN ENTRANCE DF5796'ROAD, 51.5 FT. S 60E OF PP111065, 49.5 FT. N 80W OF AMERICAN FLAG DF5796'POLE, 1.5 FT. DF5796'NORTH OF MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH DF5796'WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5797 *********************************************************************** DF5797 DESIGNATION - PCDSM GPS 18 DF5797 PID - DF5797 DF5797 STATE/COUNTY- FL/PINELLAS DF5797 USGS QUAD - CLEARWATER (1987) DF5797 DF5797 *CURRENT SURVEY CONTROL DF5797 ___________________________________________________________________ DF5797* NAD 83(1999)- 27 55 00.27577(N) 082 49 40.23844(W) ADJUSTED DF5797* NAVD 88 - 0.6 (meters) 2. (feet) GPS OBS DF5797 ___________________________________________________________________ DF5797 X - 704,163.141 (meters) COMP DF5797 Y - -5,595,893.966 (meters) COMP DF5797 Z - 2,968,344.498 (meters) COMP DF5797 LAPLACE CORR- -1.70 (seconds) DEFLEC99 DF5797 ELLIP HEIGHT- -23.92 (meters) (05/29/03) GPS OBS DF5797 GEOID HEIGHT- -24.36 (meters) GEOID99 DF5797 DF5797 HORZ ORDER - FIRST DF5797 ELLP ORDER - FOURTH CLASS II DF5797 DF5797.The horizontal coordinates were established by GPS observations DF5797.and adjusted by the National Geodetic Survey in May 2003. DF5797 DF5797.The orthometric height was determined by GPS observations and a DF5797.high-resolution geoid model. DF5797 DF5797.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5797 DF5797.The Laplace correction was computed from DEFLEC99 derived deflections. DF5797 DF5797.The ellipsoidal height was determined by GPS observations DF5797.and is referenced to NAD 83. DF5797 DF5797.The geoid height was determined by GEOID99. DF5797 DF5797; North East Units Scale Converg. DF5797;SPC FL W - 397,258.750 118,512.407 MT 1.00002311 -0 23 15.4 DF5797;UTM 17 - 3,089,323.250 320,126.566 MT 0.99999936 -0 51 21.6 DF5797 DF5797|---------------------------------------------------------------------| DF5797| PID Reference Object Distance Geod. Az | DF5797| dddmmss.s | DF5797| DF5796 PCDSM GPS 17 312.831 METERS 09040 | DF5797|---------------------------------------------------------------------| DF5797 DF5797 SUPERSEDED SURVEY CONTROL DF5797 DF5797.No superseded survey control is available for this station. DF5797 DF5797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2012789323(NAD 83) DF5797_MARKER: DD = SURVEY DISK DF5797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5797_STAMPING: PCDSM GPS 18 1999 DF5797_PROJECTION: FLUSH DF5797_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5797+STABILITY: SURFACE MOTION DF5797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5797+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5797 DF5797 HISTORY - Date Condition Report By DF5797 HISTORY - 19990909 MONUMENTED FL-103 DF5797 DF5797 STATION DESCRIPTION DF5797 DF5797'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5797'TO REACH STATION FROM THE INTERSECTION OF STATE ROAD 686 (EAST BAY DF5797'DRIVE) AND STATE ROAD 651 (MISSOURI AVENUE), RUN WEST ON STATE ROAD DF5797'686 DF5797'FOR 2.3 MILES. STATION IS ON THE LEFT, 56.5 FT. SOUTH OF THE DF5797'CENTERLINE OF DF5797'STATE ROAD 686, 37 FT. SOUTH OF GUARD RAIL, 45 FT. S 60E OF DF5797'PP111053, 147 FT. S DF5797'80W OF PP111073, 2 FT. EAST OF MARKER. SET IN THE TOP OF A CONCRETE DF5797'MONUMENT THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5798 *********************************************************************** DF5798 DESIGNATION - PCDSM GPS 19 DF5798 PID - DF5798 DF5798 STATE/COUNTY- FL/PINELLAS DF5798 USGS QUAD - CLEARWATER (1987) DF5798 DF5798 *CURRENT SURVEY CONTROL DF5798 ___________________________________________________________________ DF5798* NAD 83(1999)- 27 53 19.55194(N) 082 50 17.34917(W) ADJUSTED DF5798* NAVD 88 - 3.4 (meters) 11. (feet) GPS OBS DF5798 ___________________________________________________________________ DF5798 X - 703,337.542 (meters) COMP DF5798 Y - -5,597,462.741 (meters) COMP DF5798 Z - 2,965,605.760 (meters) COMP DF5798 LAPLACE CORR- -1.68 (seconds) DEFLEC99 DF5798 ELLIP HEIGHT- -21.04 (meters) (05/29/03) GPS OBS DF5798 GEOID HEIGHT- -24.29 (meters) GEOID99 DF5798 DF5798 HORZ ORDER - FIRST DF5798 ELLP ORDER - FOURTH CLASS II DF5798 DF5798.The horizontal coordinates were established by GPS observations DF5798.and adjusted by the National Geodetic Survey in May 2003. DF5798 DF5798.The orthometric height was determined by GPS observations and a DF5798.high-resolution geoid model. DF5798 DF5798.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5798 DF5798.The Laplace correction was computed from DEFLEC99 derived deflections. DF5798 DF5798.The ellipsoidal height was determined by GPS observations DF5798.and is referenced to NAD 83. DF5798 DF5798.The geoid height was determined by GEOID99. DF5798 DF5798; North East Units Scale Converg. DF5798;SPC FL W - 394,165.096 117,476.434 MT 1.00002520 -0 23 31.5 DF5798;UTM 17 - 3,086,238.234 319,065.372 MT 1.00000408 -0 51 36.2 DF5798 DF5798|---------------------------------------------------------------------| DF5798| PID Reference Object Distance Geod. Az | DF5798| dddmmss.s | DF5798| DF5799 PCDSM GPS 20 139.741 METERS 21933 | DF5798|---------------------------------------------------------------------| DF5798 DF5798 SUPERSEDED SURVEY CONTROL DF5798 DF5798.No superseded survey control is available for this station. DF5798 DF5798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL1906586238(NAD 83) DF5798_MARKER: DD = SURVEY DISK DF5798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5798_STAMPING: PCDSM GPS 19 1999 DF5798_PROJECTION: FLUSH DF5798_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5798+STABILITY: SURFACE MOTION DF5798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5798+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5798 DF5798 HISTORY - Date Condition Report By DF5798 HISTORY - 19990909 MONUMENTED FL-103 DF5798 DF5798 STATION DESCRIPTION DF5798 DF5798'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5798'TO REACH STATION FROM THE INTERSECTION OF SR 688 (ULMERTON ROAD) AND DF5798'US DF5798'ALTERNATE 19 (SEMINOLE BLVD), RUN WEST ON SR 688 FOR 3.5 MILES TO THE DF5798'INTERSECTION OF SR 688 AND 143RD STREET, TURN RIGHT AND RUN NORTH ON DF5798'143RD STREET FOR 0.4 MILES TO THE ENTRANCE OF BONNER PARK, RUN WEST ON DF5798'PARK ENTRANCE ROAD FOR 0.1 MILES. STATION IS ON THE RIGHT WHERE THE DF5798'ENTRANCE ROAD MEETS THE PARKING LOT, 12 FT. NORTH OF THE CENTERLINE OF DF5798'THE ENTRANCE ROAD, 32 FT. S 80E OF A SANITARY SEWER MANHOLE, 6 FT. DF5798'SOUTHWEST OF A LIGHT POLE WITH NO NUMBER, 4 FT. NORTHEAST OF PARKING DF5798'LOT EDGE OF PAVEMENT. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS DF5798'FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5799 *********************************************************************** DF5799 DESIGNATION - PCDSM GPS 20 DF5799 PID - DF5799 DF5799 STATE/COUNTY- FL/PINELLAS DF5799 USGS QUAD - CLEARWATER (1987) DF5799 DF5799 *CURRENT SURVEY CONTROL DF5799 ___________________________________________________________________ DF5799* NAD 83(1999)- 27 53 16.05125(N) 082 50 20.60197(W) ADJUSTED DF5799* NAVD 88 - 1.3 (meters) 4. (feet) GPS OBS DF5799 ___________________________________________________________________ DF5799 X - 703,255.322 (meters) COMP DF5799 Y - -5,597,522.002 (meters) COMP DF5799 Z - 2,965,509.533 (meters) COMP DF5799 LAPLACE CORR- -1.68 (seconds) DEFLEC99 DF5799 ELLIP HEIGHT- -23.14 (meters) (05/29/03) GPS OBS DF5799 GEOID HEIGHT- -24.29 (meters) GEOID99 DF5799 DF5799 HORZ ORDER - FIRST DF5799 ELLP ORDER - FOURTH CLASS II DF5799 DF5799.The horizontal coordinates were established by GPS observations DF5799.and adjusted by the National Geodetic Survey in May 2003. DF5799 DF5799.The orthometric height was determined by GPS observations and a DF5799.high-resolution geoid model. DF5799 DF5799.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5799 DF5799.The Laplace correction was computed from DEFLEC99 derived deflections. DF5799 DF5799.The ellipsoidal height was determined by GPS observations DF5799.and is referenced to NAD 83. DF5799 DF5799.The geoid height was determined by GEOID99. DF5799 DF5799; North East Units Scale Converg. DF5799;SPC FL W - 394,057.944 117,386.729 MT 1.00002539 -0 23 32.9 DF5799;UTM 17 - 3,086,131.820 318,974.797 MT 1.00000449 -0 51 37.6 DF5799 DF5799|---------------------------------------------------------------------| DF5799| PID Reference Object Distance Geod. Az | DF5799| dddmmss.s | DF5799| DF5798 PCDSM GPS 19 139.741 METERS 03933 | DF5799|---------------------------------------------------------------------| DF5799 DF5799 SUPERSEDED SURVEY CONTROL DF5799 DF5799.No superseded survey control is available for this station. DF5799 DF5799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL1897586132(NAD 83) DF5799_MARKER: DD = SURVEY DISK DF5799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5799_STAMPING: PCDSM GPS 20 1999 DF5799_PROJECTION: FLUSH DF5799_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5799+STABILITY: SURFACE MOTION DF5799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5799+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5799 DF5799 HISTORY - Date Condition Report By DF5799 HISTORY - 19990909 MONUMENTED FL-103 DF5799 DF5799 STATION DESCRIPTION DF5799 DF5799'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5799'TO REACH STATION FROM THE INTERSECTION OF SR 688 (ULMERTON ROAD) AND DF5799'US DF5799'ALTERNATE 19 (SEMINOLE BLVD), RUN WEST ON SR 688 FOR 3.5 MILES TO THE DF5799'INTERSECTION OF SR 688 AND 143RD STREET, TURN RIGHT AND RUN NORTH ON DF5799'143RD STREET FOR 0.4 MILES TO THE ENTRANCE OF BONNER PARK, RUN WEST ON DF5799'PARK ENTRANCE ROAD FOR 0.1 MILES. STATION IS IN THE SOUTHWEST CORNER DF5799'OF DF5799'THE PARK, 27 FT. N 60E OF CORNER OF 6 FT. CHAIN LINK FENCE, 20 FT. N DF5799'65W OF 4 IN DF5799'PINE TREE, 22.5 S 45E OF FLORIDA POWER BOX, 1.5 FT. N 60E OF MARKER. DF5799' SET IN DF5799'THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5800 *********************************************************************** DF5800 DESIGNATION - PCDSM GPS 21 DF5800 PID - DF5800 DF5800 STATE/COUNTY- FL/PINELLAS DF5800 USGS QUAD - SEMINOLE (1995) DF5800 DF5800 *CURRENT SURVEY CONTROL DF5800 ___________________________________________________________________ DF5800* NAD 83(1999)- 27 50 27.61730(N) 082 50 19.36324(W) ADJUSTED DF5800* NAVD 88 - 1.7 (meters) 6. (feet) GPS OBS DF5800 ___________________________________________________________________ DF5800 X - 703,591.086 (meters) COMP DF5800 Y - -5,599,922.593 (meters) COMP DF5800 Z - 2,960,926.102 (meters) COMP DF5800 LAPLACE CORR- -1.67 (seconds) DEFLEC99 DF5800 ELLIP HEIGHT- -22.64 (meters) (05/29/03) GPS OBS DF5800 GEOID HEIGHT- -24.20 (meters) GEOID99 DF5800 DF5800 HORZ ORDER - FIRST DF5800 ELLP ORDER - FOURTH CLASS II DF5800 DF5800.The horizontal coordinates were established by GPS observations DF5800.and adjusted by the National Geodetic Survey in May 2003. DF5800 DF5800.The orthometric height was determined by GPS observations and a DF5800.high-resolution geoid model. DF5800 DF5800.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5800 DF5800.The Laplace correction was computed from DEFLEC99 derived deflections. DF5800 DF5800.The ellipsoidal height was determined by GPS observations DF5800.and is referenced to NAD 83. DF5800 DF5800.The geoid height was determined by GEOID99. DF5800 DF5800; North East Units Scale Converg. DF5800;SPC FL W - 388,872.872 117,385.134 MT 1.00002539 -0 23 30.2 DF5800;UTM 17 - 3,080,947.041 318,930.888 MT 1.00000469 -0 51 32.2 DF5800 DF5800|---------------------------------------------------------------------| DF5800| PID Reference Object Distance Geod. Az | DF5800| dddmmss.s | DF5800| DF5801 PCDSM GPS 22 210.197 METERS 34207 | DF5800|---------------------------------------------------------------------| DF5800 DF5800 SUPERSEDED SURVEY CONTROL DF5800 DF5800.No superseded survey control is available for this station. DF5800 DF5800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL1893180947(NAD 83) DF5800_MARKER: DD = SURVEY DISK DF5800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5800_STAMPING: PCDSM GPS 21 1999 DF5800_PROJECTION: FLUSH DF5800_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5800+STABILITY: SURFACE MOTION DF5800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5800+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5800 DF5800 HISTORY - Date Condition Report By DF5800 HISTORY - 19990909 MONUMENTED FL-103 DF5800 DF5800 STATION DESCRIPTION DF5800 DF5800'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5800'TO REACH STATION FROM THE INTERSECTION OF US ALTERNATE 19 (SEMINOLE DF5800'BLVD) AND CR 694 (PARK BLVD), RUN WEST ON CR 694 FOR A DISTANCE OF 3.4 DF5800'MILES DF5800'TO THE INTERSECTION OF CR 694 AND SR 699 (GULF BLVD), TURN LEFT AND DF5800'RUN DF5800'SOUTH ON SR 699 FOR 0.2 MILES, TURN LEFT INTO PARK BLVD BOAT RAMP. DF5800'STATION DF5800'IS 90 FT. N 60E OF PARK BLVD BOAT RAMP SIGN, 111.3 FT. EAST OF DF5800'LPB172545, 84.6 DF5800'FT. SOUTH OF LP162758, 28 FT. SOUTH OF ENTRANCE ROAD TO PARK BLVD DF5800'BOAT DF5800'RAMP, 2 FT. NORTHEAST OF MARKER. SET IN THE TOP OF A CONCRETE DF5800'MONUMENT DF5800'THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5801 *********************************************************************** DF5801 DESIGNATION - PCDSM GPS 22 DF5801 PID - DF5801 DF5801 STATE/COUNTY- FL/PINELLAS DF5801 USGS QUAD - SEMINOLE (1995) DF5801 DF5801 *CURRENT SURVEY CONTROL DF5801 ___________________________________________________________________ DF5801* NAD 83(1999)- 27 50 34.11606(N) 082 50 21.72145(W) ADJUSTED DF5801* NAVD 88 - 1.5 (meters) 5. (feet) GPS OBS DF5801 ___________________________________________________________________ DF5801 X - 703,515.395 (meters) COMP DF5801 Y - -5,599,837.770 (meters) COMP DF5801 Z - 2,961,102.903 (meters) COMP DF5801 LAPLACE CORR- -1.67 (seconds) DEFLEC99 DF5801 ELLIP HEIGHT- -22.83 (meters) (05/29/03) GPS OBS DF5801 GEOID HEIGHT- -24.20 (meters) GEOID99 DF5801 DF5801 HORZ ORDER - FIRST DF5801 ELLP ORDER - FOURTH CLASS II DF5801 DF5801.The horizontal coordinates were established by GPS observations DF5801.and adjusted by the National Geodetic Survey in May 2003. DF5801 DF5801.The orthometric height was determined by GPS observations and a DF5801.high-resolution geoid model. DF5801 DF5801.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5801 DF5801.The Laplace correction was computed from DEFLEC99 derived deflections. DF5801 DF5801.The ellipsoidal height was determined by GPS observations DF5801.and is referenced to NAD 83. DF5801 DF5801.The geoid height was determined by GEOID99. DF5801 DF5801; North East Units Scale Converg. DF5801;SPC FL W - 389,073.361 117,321.976 MT 1.00002552 -0 23 31.4 DF5801;UTM 17 - 3,081,148.035 318,869.368 MT 1.00000496 -0 51 33.5 DF5801 DF5801|---------------------------------------------------------------------| DF5801| PID Reference Object Distance Geod. Az | DF5801| dddmmss.s | DF5801| DF5800 PCDSM GPS 21 210.197 METERS 16207 | DF5801|---------------------------------------------------------------------| DF5801 DF5801 SUPERSEDED SURVEY CONTROL DF5801 DF5801.No superseded survey control is available for this station. DF5801 DF5801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL1886981148(NAD 83) DF5801_MARKER: DD = SURVEY DISK DF5801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5801_STAMPING: PCDSM GPS 22 1999 DF5801_PROJECTION: FLUSH DF5801_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5801+STABILITY: SURFACE MOTION DF5801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5801+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5801 DF5801 HISTORY - Date Condition Report By DF5801 HISTORY - 19990909 MONUMENTED FL-103 DF5801 DF5801 STATION DESCRIPTION DF5801 DF5801'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5801'TO REACH STATION FROM THE INTERSECTION OF US ALTERNATE 19 (SEMINOLE DF5801'BLVD) AND CR 694 (PARK BLVD), RUN WEST ON CR 694 FOR A DISTANCE OF 3.4 DF5801'MILES DF5801'TO THE INTERSECTION OF CR 694 AND SR 699 (GULF BLVD), TURN LEFT AND DF5801'RUN DF5801'SOUTH ON SR 699 FOR 0.2 MILES, TURN LEFT INTO PARK BLVD BOAT RAMP. DF5801'STATION DF5801'IS 0.1 MILES NORTHEAST OF ENTRANCE TO PARK BLVD BOAT RAMP, 38 FT. S DF5801'40E OF DF5801'THE SOUTHWEST END OF GUARDRAIL ON SOUTH SIDE OF NORTH BOUND ONRAMP DF5801'OF CR 694 BRIDGE OF THE INTERCOASTAL WATERWAY, 82.5 FT. N 50W OF DF5801'NORTH DF5801'EDGE OF NORTHERNMOST BOAT RAMP, 47 FT. DF5801' N 15W OF NORTHEAST CORNER OF BOAT PREP AREA NEAR BOAT RAMP, 1.5 FT. DF5801'S DF5801'5E OF MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH DF5801'WITH DF5801'THE GROUND. DF5801' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5802 *********************************************************************** DF5802 DESIGNATION - PCDSM GPS 23 DF5802 PID - DF5802 DF5802 STATE/COUNTY- FL/PINELLAS DF5802 USGS QUAD - SEMINOLE (1995) DF5802 DF5802 *CURRENT SURVEY CONTROL DF5802 ___________________________________________________________________ DF5802* NAD 83(1999)- 27 48 10.60133(N) 082 46 29.38237(W) ADJUSTED DF5802* NAVD 88 - 0.7 (meters) 2. (feet) GPS OBS DF5802 ___________________________________________________________________ DF5802 X - 710,081.904 (meters) COMP DF5802 Y - -5,601,086.590 (meters) COMP DF5802 Z - 2,957,195.516 (meters) COMP DF5802 LAPLACE CORR- -1.53 (seconds) DEFLEC99 DF5802 ELLIP HEIGHT- -23.66 (meters) (05/29/03) GPS OBS DF5802 GEOID HEIGHT- -24.23 (meters) GEOID99 DF5802 DF5802 HORZ ORDER - FIRST DF5802 ELLP ORDER - FOURTH CLASS II DF5802 DF5802.The horizontal coordinates were established by GPS observations DF5802.and adjusted by the National Geodetic Survey in May 2003. DF5802 DF5802.The orthometric height was determined by GPS observations and a DF5802.high-resolution geoid model. DF5802 DF5802.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5802 DF5802.The Laplace correction was computed from DEFLEC99 derived deflections. DF5802 DF5802.The ellipsoidal height was determined by GPS observations DF5802.and is referenced to NAD 83. DF5802 DF5802.The geoid height was determined by GEOID99. DF5802 DF5802; North East Units Scale Converg. DF5802;SPC FL W - 384,613.837 123,651.403 MT 1.00001310 -0 21 41.1 DF5802;UTM 17 - 3,076,637.204 325,162.065 MT 0.99997732 -0 49 41.0 DF5802 DF5802|---------------------------------------------------------------------| DF5802| PID Reference Object Distance Geod. Az | DF5802| dddmmss.s | DF5802| DF5803 PCDSM GPS 24 181.537 METERS 13718 | DF5802|---------------------------------------------------------------------| DF5802 DF5802 SUPERSEDED SURVEY CONTROL DF5802 DF5802.No superseded survey control is available for this station. DF5802 DF5802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2516276637(NAD 83) DF5802_MARKER: DD = SURVEY DISK DF5802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5802_STAMPING: PCDSM GPS 23 1999 DF5802_PROJECTION: FLUSH DF5802_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5802+STABILITY: SURFACE MOTION DF5802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5802+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5802 DF5802 HISTORY - Date Condition Report By DF5802 HISTORY - 19990909 MONUMENTED FL-103 DF5802 DF5802 STATION DESCRIPTION DF5802 DF5802'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5802'TO REACH STATION FROM THE INTERSECTION OF CR 1 PARK STREET) AND US DF5802'HIGHWAY ALTERNATE 19 (BAY PINES BLVD), RUN EAST ON US HIGHWAY DF5802'ALTERNATE DF5802'19 FOR 0.9 MILES TO THE ENTRANCE TO WAR VETERANS MEMORIAL PARK, TURN DF5802'LEFT AND RUN SOUTHERLY ON THE PARK ROAD FOR 0.9 MILES. STATION IS ON DF5802'THE DF5802'RIGHT, 233 FT. EAST OF THE CENTERLINE OF THE PARK ROAD, 95 FT. SOUTH DF5802'OF THE DF5802'CENTERLINE OF THE ROAD TO THE FLAG POLE SUNDIAL, 18.6 FT. N 30E OF DF5802'THE DF5802'POINT OF INTERSECTION OF AN ALUMINUM SEAWALL, 70.5 FT. S 40E OF THE DF5802'PARK DF5802'BOUNDARY, 2.4 FT. S 40E OF MARKER. SET IN THE TOP OF A CONCRETE DF5802'MONUMENT DF5802'THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5803 *********************************************************************** DF5803 DESIGNATION - PCDSM GPS 24 DF5803 PID - DF5803 DF5803 STATE/COUNTY- FL/PINELLAS DF5803 USGS QUAD - SEMINOLE (1995) DF5803 DF5803 *CURRENT SURVEY CONTROL DF5803 ___________________________________________________________________ DF5803* NAD 83(1999)- 27 48 06.26667(N) 082 46 24.88538(W) ADJUSTED DF5803* NAVD 88 - 0.6 (meters) 2. (feet) GPS OBS DF5803 ___________________________________________________________________ DF5803 X - 710,211.840 (meters) COMP DF5803 Y - -5,601,132.787 (meters) COMP DF5803 Z - 2,957,077.456 (meters) COMP DF5803 LAPLACE CORR- -1.53 (seconds) DEFLEC99 DF5803 ELLIP HEIGHT- -23.73 (meters) (05/29/03) GPS OBS DF5803 GEOID HEIGHT- -24.23 (meters) GEOID99 DF5803 DF5803 HORZ ORDER - FIRST DF5803 ELLP ORDER - FOURTH CLASS II DF5803 DF5803.The horizontal coordinates were established by GPS observations DF5803.and adjusted by the National Geodetic Survey in May 2003. DF5803 DF5803.The orthometric height was determined by GPS observations and a DF5803.high-resolution geoid model. DF5803 DF5803.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5803 DF5803.The Laplace correction was computed from DEFLEC99 derived deflections. DF5803 DF5803.The ellipsoidal height was determined by GPS observations DF5803.and is referenced to NAD 83. DF5803 DF5803.The geoid height was determined by GEOID99. DF5803 DF5803; North East Units Scale Converg. DF5803;SPC FL W - 384,479.632 123,773.655 MT 1.00001287 -0 21 39.0 DF5803;UTM 17 - 3,076,502.012 325,283.215 MT 0.99997679 -0 49 38.8 DF5803 DF5803|---------------------------------------------------------------------| DF5803| PID Reference Object Distance Geod. Az | DF5803| dddmmss.s | DF5803| DF5802 PCDSM GPS 23 181.537 METERS 31718 | DF5803|---------------------------------------------------------------------| DF5803 DF5803 SUPERSEDED SURVEY CONTROL DF5803 DF5803.No superseded survey control is available for this station. DF5803 DF5803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2528376502(NAD 83) DF5803_MARKER: DD = SURVEY DISK DF5803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5803_STAMPING: PCDSM GPS 24 1999 DF5803_PROJECTION: FLUSH DF5803_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5803+STABILITY: SURFACE MOTION DF5803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5803+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5803 DF5803 HISTORY - Date Condition Report By DF5803 HISTORY - 19990909 MONUMENTED FL-103 DF5803 DF5803 STATION DESCRIPTION DF5803 DF5803'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5803'TO REACH STATION FROM THE INTERSECTION OF CR 1 PARK STREET) AND US DF5803'HIGHWAY ALTERNATE 19 (BAY PINES BLVD), RUN EAST ON US HIGHWAY DF5803'ALTERNATE DF5803'19 FOR 0.9 MILES TO THE ENTRANCE TO WAR VETERANS MEMORIAL PARK, TURN DF5803'LEFT AND RUN SOUTHERLY ON THE PARK ROAD FOR 1 MILE. STATION IS ON THE DF5803'RIGHT, 134.3 FT. S 70W OF ENTRANCE ROAD TO THE PARKING LOT FOR DF5803'SHELTERS 3 DF5803'AND 4, 24.8 FT. N 70W OF POINT OF INTERSECTION OF AN ALUMINUM DF5803'SEAWALL, 83.5 DF5803'FT. S 25E OF TWIN PALMS, 1.5 FT. N 20E OF MARKER. SET IN THE TOP OF DF5803'A DF5803'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5804 *********************************************************************** DF5804 DESIGNATION - PCDSM GPS 25 DF5804 PID - DF5804 DF5804 STATE/COUNTY- FL/PINELLAS DF5804 USGS QUAD - SEMINOLE (1995) DF5804 DF5804 *CURRENT SURVEY CONTROL DF5804 ___________________________________________________________________ DF5804* NAD 83(1999)- 27 49 59.23159(N) 082 45 13.71774(W) ADJUSTED DF5804* NAVD 88 - 3.6 (meters) 12. (feet) GPS OBS DF5804 ___________________________________________________________________ DF5804 X - 711,940.011 (meters) COMP DF5804 Y - -5,599,280.248 (meters) COMP DF5804 Z - 2,960,154.306 (meters) COMP DF5804 LAPLACE CORR- -1.58 (seconds) DEFLEC99 DF5804 ELLIP HEIGHT- -20.78 (meters) (05/29/03) GPS OBS DF5804 GEOID HEIGHT- -24.31 (meters) GEOID99 DF5804 DF5804 HORZ ORDER - FIRST DF5804 ELLP ORDER - FOURTH CLASS II DF5804 DF5804.The horizontal coordinates were established by GPS observations DF5804.and adjusted by the National Geodetic Survey in May 2003. DF5804 DF5804.The orthometric height was determined by GPS observations and a DF5804.high-resolution geoid model. DF5804 DF5804.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5804 DF5804.The Laplace correction was computed from DEFLEC99 derived deflections. DF5804 DF5804.The ellipsoidal height was determined by GPS observations DF5804.and is referenced to NAD 83. DF5804 DF5804.The geoid height was determined by GEOID99. DF5804 DF5804; North East Units Scale Converg. DF5804;SPC FL W - 387,944.814 125,743.031 MT 1.00000921 -0 21 07.1 DF5804;UTM 17 - 3,079,950.900 327,280.683 MT 0.99996822 -0 49 08.6 DF5804 DF5804: Primary Azimuth Mark Grid Az DF5804:SPC FL W - PCDSM GPS 26 180 08 54.0 DF5804:UTM 17 - PCDSM GPS 26 180 36 55.5 DF5804 DF5804|---------------------------------------------------------------------| DF5804| PID Reference Object Distance Geod. Az | DF5804| dddmmss.s | DF5804| DF5805 PCDSM GPS 26 412.247 METERS 1794746.9 | DF5804|---------------------------------------------------------------------| DF5804 DF5804 SUPERSEDED SURVEY CONTROL DF5804 DF5804.No superseded survey control is available for this station. DF5804 DF5804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2728179951(NAD 83) DF5804_MARKER: DD = SURVEY DISK DF5804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5804_STAMPING: PCDSM GPS 25 1999 DF5804_PROJECTION: FLUSH DF5804_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5804+STABILITY: SURFACE MOTION DF5804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5804+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5804 DF5804 HISTORY - Date Condition Report By DF5804 HISTORY - 19990909 MONUMENTED FL-103 DF5804 DF5804 STATION DESCRIPTION DF5804 DF5804'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5804'TO REACH STATION FROM THE INTERSECTION OF CR 1 (PARK STREET) AND US DF5804'HIGHWAY ALTERNATE 19 (TYRONE/BAY PINES BLVD), RUN NORTH ON CR 1 FOR DF5804'1.5 DF5804'MILES. STATION IS ON THE RIGHT, 22 FT. EAST OF THE EAST EDGE OF DF5804'PAVEMENT OF DF5804'THE NORTH BOUND LANE OF CR 1, 33 FT. S 25E OF THE SOUTH END OF THE DF5804'GUARD DF5804'RAIL OF THE NORTH BOUND LANE OF CR 1, 5.5 FT. N 70W OF PP161841, 1.7 DF5804'FT. WEST DF5804'OF MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH DF5804'THE DF5804'GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5805 *********************************************************************** DF5805 DESIGNATION - PCDSM GPS 26 DF5805 PID - DF5805 DF5805 STATE/COUNTY- FL/PINELLAS DF5805 USGS QUAD - SEMINOLE (1995) DF5805 DF5805 *CURRENT SURVEY CONTROL DF5805 ___________________________________________________________________ DF5805* NAD 83(1999)- 27 49 45.83939(N) 082 45 13.66420(W) ADJUSTED DF5805* NAVD 88 - 1.4 (meters) 5. (feet) GPS OBS DF5805 ___________________________________________________________________ DF5805 X - 711,965.487 (meters) COMP DF5805 Y - -5,599,468.998 (meters) COMP DF5805 Z - 2,959,788.689 (meters) COMP DF5805 LAPLACE CORR- -1.57 (seconds) DEFLEC99 DF5805 ELLIP HEIGHT- -23.05 (meters) (05/29/03) GPS OBS DF5805 GEOID HEIGHT- -24.30 (meters) GEOID99 DF5805 DF5805 HORZ ORDER - FIRST DF5805 ELLP ORDER - FOURTH CLASS II DF5805 DF5805.The horizontal coordinates were established by GPS observations DF5805.and adjusted by the National Geodetic Survey in May 2003. DF5805 DF5805.The orthometric height was determined by GPS observations and a DF5805.high-resolution geoid model. DF5805 DF5805.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5805 DF5805.The Laplace correction was computed from DEFLEC99 derived deflections. DF5805 DF5805.The ellipsoidal height was determined by GPS observations DF5805.and is referenced to NAD 83. DF5805 DF5805.The geoid height was determined by GEOID99. DF5805 DF5805; North East Units Scale Converg. DF5805;SPC FL W - 387,532.565 125,741.964 MT 1.00000921 -0 21 06.9 DF5805;UTM 17 - 3,079,538.690 327,276.256 MT 0.99996824 -0 49 08.2 DF5805 DF5805: Primary Azimuth Mark Grid Az DF5805:SPC FL W - PCDSM GPS 25 000 08 53.8 DF5805:UTM 17 - PCDSM GPS 25 000 36 55.1 DF5805 DF5805|---------------------------------------------------------------------| DF5805| PID Reference Object Distance Geod. Az | DF5805| dddmmss.s | DF5805| DF5804 PCDSM GPS 25 412.247 METERS 3594746.9 | DF5805|---------------------------------------------------------------------| DF5805 DF5805 SUPERSEDED SURVEY CONTROL DF5805 DF5805.No superseded survey control is available for this station. DF5805 DF5805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2727679539(NAD 83) DF5805_MARKER: DD = SURVEY DISK DF5805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5805_STAMPING: PCDSM GPS 26 1999 DF5805_PROJECTION: FLUSH DF5805_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5805+STABILITY: SURFACE MOTION DF5805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5805+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5805 DF5805 HISTORY - Date Condition Report By DF5805 HISTORY - 19990909 MONUMENTED FL-103 DF5805 DF5805 STATION DESCRIPTION DF5805 DF5805'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5805'TO REACH STATION FROM THE INTERSECTION OF CR 1 (PARK STREET) AND US DF5805'HIGHWAY ALTERNATE 19 (TYRONE/BAY PINES BLVD), RUN NORTH ON CR 1 FOR DF5805'1.3 DF5805'MILES. STATION IS ON THE RIGHT, 118 FT. NORTH OF THE CENTERLINE OF CR DF5805'216 DF5805'(62ND AVENUE NORTH), 17.5 FT. EAST OF THE EAST EDGE OF PAVEMENT OF THE DF5805'NORTHBOUND LANE OF CR 1, 7.3 FT. WEST OF PP161849, AND 2.2 FT. WEST DF5805'OF DF5805'MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE DF5805'GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5806 *********************************************************************** DF5806 DESIGNATION - PCDSM GPS 27 DF5806 PID - DF5806 DF5806 STATE/COUNTY- FL/PINELLAS DF5806 USGS QUAD - SEMINOLE (1995) DF5806 DF5806 *CURRENT SURVEY CONTROL DF5806 ___________________________________________________________________ DF5806* NAD 83(1999)- 27 48 22.81308(N) 082 45 06.07329(W) ADJUSTED DF5806* NAVD 88 - 4.2 (meters) 14. (feet) GPS OBS DF5806 ___________________________________________________________________ DF5806 X - 712,322.352 (meters) COMP DF5806 Y - -5,600,628.421 (meters) COMP DF5806 Z - 2,957,529.629 (meters) COMP DF5806 LAPLACE CORR- -1.54 (seconds) DEFLEC99 DF5806 ELLIP HEIGHT- -20.21 (meters) (05/29/03) GPS OBS DF5806 GEOID HEIGHT- -24.27 (meters) GEOID99 DF5806 DF5806 HORZ ORDER - FIRST DF5806 ELLP ORDER - FOURTH CLASS II DF5806 DF5806.The horizontal coordinates were established by GPS observations DF5806.and adjusted by the National Geodetic Survey in May 2003. DF5806 DF5806.The orthometric height was determined by GPS observations and a DF5806.high-resolution geoid model. DF5806 DF5806.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5806 DF5806.The Laplace correction was computed from DEFLEC99 derived deflections. DF5806 DF5806.The ellipsoidal height was determined by GPS observations DF5806.and is referenced to NAD 83. DF5806 DF5806.The geoid height was determined by GEOID99. DF5806 DF5806; North East Units Scale Converg. DF5806;SPC FL W - 384,975.570 125,934.044 MT 1.00000886 -0 21 02.4 DF5806;UTM 17 - 3,076,980.320 327,447.488 MT 0.99996752 -0 49 02.4 DF5806 DF5806|---------------------------------------------------------------------| DF5806| PID Reference Object Distance Geod. Az | DF5806| dddmmss.s | DF5806| DF5807 PCDSM GPS 28 220.818 METERS 27559 | DF5806|---------------------------------------------------------------------| DF5806 DF5806 SUPERSEDED SURVEY CONTROL DF5806 DF5806.No superseded survey control is available for this station. DF5806 DF5806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2744776980(NAD 83) DF5806_MARKER: DD = SURVEY DISK DF5806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5806_STAMPING: PCDSM GPS 27 1999 DF5806_PROJECTION: FLUSH DF5806_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5806+STABILITY: SURFACE MOTION DF5806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5806+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5806 DF5806 HISTORY - Date Condition Report By DF5806 HISTORY - 19990909 MONUMENTED FL-103 DF5806 DF5806 STATION DESCRIPTION DF5806 DF5806'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5806'TO REACH STATION FROM THE INTERSECTION OF CR 1 (PARK STREET) AND CR DF5806'150 DF5806'(CENTRAL AVENUE), RUN NORTH ON CR 1 FOR 2.5 MILES TO THE INTERSECTION DF5806'OF DF5806'CR 1 AND 38TH AVENUE NORTH, TURN RIGHT AND RUN EAST ON 38TH AVENUE DF5806'NORTH FOR 0.1 MILES. STATION IS ON THE RIGHT, 16.8 FT. SOUTH OF THE DF5806'CENTERLINE OF 38TH AVENUE NORTH, 22.5 FT. EAST OF THE CENTERLINE OF DF5806'81ST DF5806'AVENUE NORTH, 31.7 FT. SOUTH OF LP163848, 8 FT. N 30W OF A FIRE DF5806'HYDRANT, AND DF5806'1.7 FT. N 20W OF MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT DF5806'IS DF5806'FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5807 *********************************************************************** DF5807 DESIGNATION - PCDSM GPS 28 DF5807 PID - DF5807 DF5807 STATE/COUNTY- FL/PINELLAS DF5807 USGS QUAD - SEMINOLE (1995) DF5807 DF5807 *CURRENT SURVEY CONTROL DF5807 ___________________________________________________________________ DF5807* NAD 83(1999)- 27 48 23.56116(N) 082 45 14.09677(W) ADJUSTED DF5807* NAVD 88 - 4.4 (meters) 14. (feet) GPS OBS DF5807 ___________________________________________________________________ DF5807 X - 712,103.169 (meters) COMP DF5807 Y - -5,600,645.714 (meters) COMP DF5807 Z - 2,957,550.128 (meters) COMP DF5807 LAPLACE CORR- -1.53 (seconds) DEFLEC99 DF5807 ELLIP HEIGHT- -19.93 (meters) (05/29/03) GPS OBS DF5807 GEOID HEIGHT- -24.27 (meters) GEOID99 DF5807 DF5807 HORZ ORDER - FIRST DF5807 ELLP ORDER - FOURTH CLASS II DF5807 DF5807.The horizontal coordinates were established by GPS observations DF5807.and adjusted by the National Geodetic Survey in May 2003. DF5807 DF5807.The orthometric height was determined by GPS observations and a DF5807.high-resolution geoid model. DF5807 DF5807.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5807 DF5807.The Laplace correction was computed from DEFLEC99 derived deflections. DF5807 DF5807.The ellipsoidal height was determined by GPS observations DF5807.and is referenced to NAD 83. DF5807 DF5807.The geoid height was determined by GEOID99. DF5807 DF5807; North East Units Scale Converg. DF5807;SPC FL W - 384,999.943 125,714.574 MT 1.00000926 -0 21 06.2 DF5807;UTM 17 - 3,077,006.479 327,228.232 MT 0.99996845 -0 49 06.2 DF5807 DF5807|---------------------------------------------------------------------| DF5807| PID Reference Object Distance Geod. Az | DF5807| dddmmss.s | DF5807| DF5806 PCDSM GPS 27 220.818 METERS 09559 | DF5807|---------------------------------------------------------------------| DF5807 DF5807 SUPERSEDED SURVEY CONTROL DF5807 DF5807.No superseded survey control is available for this station. DF5807 DF5807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2722877006(NAD 83) DF5807_MARKER: DD = SURVEY DISK DF5807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5807_STAMPING: PCDSM GPS 28 1999 DF5807_PROJECTION: FLUSH DF5807_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5807+STABILITY: SURFACE MOTION DF5807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5807+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5807 DF5807 HISTORY - Date Condition Report By DF5807 HISTORY - 19990909 MONUMENTED FL-103 DF5807 DF5807 STATION DESCRIPTION DF5807 DF5807'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5807'TO REACH STATION FROM THE INTERSECTION OF CR 1 (PARK STREET) AND CR DF5807'150 DF5807'(CENTRAL AVENUE), RUN NORTH ON CR 1 FOR 2.5 MILES. STATION IS ON THE DF5807'LEFT, DF5807'3.2 FT. NORTH OF THE NORTH EDGE OF PAVEMENT AT THE NORTH ENTRANCE TO DF5807'ABERCROMBIE PARK, 3 FT. WEST OF THE WEST EDGE OF A 5 FT. CONCRETE DF5807'SIDEWALK, 33 FT. N 10W OF PP1-85413, 46.7 FT. S 10W OF PP3820, 1.5 DF5807'FT. EAST OF DF5807'MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE DF5807'GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5808 *********************************************************************** DF5808 DESIGNATION - PCDSM GPS 29 DF5808 PID - DF5808 DF5808 STATE/COUNTY- FL/PINELLAS DF5808 USGS QUAD - SEMINOLE (1995) DF5808 DF5808 *CURRENT SURVEY CONTROL DF5808 ___________________________________________________________________ DF5808* NAD 83(1999)- 27 47 19.06834(N) 082 45 09.89967(W) ADJUSTED DF5808* NAVD 88 - 2.9 (meters) 10. (feet) GPS OBS DF5808 ___________________________________________________________________ DF5808 X - 712,333.753 (meters) COMP DF5808 Y - -5,601,548.295 (meters) COMP DF5808 Z - 2,955,793.280 (meters) COMP DF5808 LAPLACE CORR- -1.53 (seconds) DEFLEC99 DF5808 ELLIP HEIGHT- -21.46 (meters) (05/29/03) GPS OBS DF5808 GEOID HEIGHT- -24.25 (meters) GEOID99 DF5808 DF5808 HORZ ORDER - FIRST DF5808 ELLP ORDER - FOURTH CLASS II DF5808 DF5808.The horizontal coordinates were established by GPS observations DF5808.and adjusted by the National Geodetic Survey in May 2003. DF5808 DF5808.The orthometric height was determined by GPS observations and a DF5808.high-resolution geoid model. DF5808 DF5808.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5808 DF5808.The Laplace correction was computed from DEFLEC99 derived deflections. DF5808 DF5808.The ellipsoidal height was determined by GPS observations DF5808.and is referenced to NAD 83. DF5808 DF5808.The geoid height was determined by GEOID99. DF5808 DF5808; North East Units Scale Converg. DF5808;SPC FL W - 383,014.022 125,817.289 MT 1.00000908 -0 21 03.4 DF5808;UTM 17 - 3,075,019.869 327,314.770 MT 0.99996808 -0 49 02.5 DF5808 DF5808|---------------------------------------------------------------------| DF5808| PID Reference Object Distance Geod. Az | DF5808| dddmmss.s | DF5808| DF5809 PCDSM GPS 30 159.833 METERS 26455 | DF5808|---------------------------------------------------------------------| DF5808 DF5808 SUPERSEDED SURVEY CONTROL DF5808 DF5808.No superseded survey control is available for this station. DF5808 DF5808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2731575020(NAD 83) DF5808_MARKER: DD = SURVEY DISK DF5808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5808_STAMPING: PCDSM GPS 29 1999 DF5808_PROJECTION: FLUSH DF5808_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5808+STABILITY: SURFACE MOTION DF5808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5808+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5808 DF5808 HISTORY - Date Condition Report By DF5808 HISTORY - 19990909 MONUMENTED FL-103 DF5808 DF5808 STATION DESCRIPTION DF5808 DF5808'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5808'TO REACH STATION FROM THE INTERSECTION OF CR 1 (PARK STREET) AND CR DF5808'150 DF5808'(CENTRAL AVENUE), RUN NORTH ON CR 1 FOR 1.3 MILES. STATION IS ON THE DF5808'LEFT, DF5808'69 FT. WEST OF THE CENTERLINE OF CR 1, 2 FT. NORTH OF THE BACK OF CURB DF5808'OF DF5808'THE ENTRANCE TO PANFILO DE NARVAEZ PARK (JUNGLE PRADA), 18.8 FT. NORTH DF5808'OF DF5808'THE CENTERLINE OF THE ENTRANCE TO PANFILO DE NARVAEZ PARK, 11.5 FT. DF5808'SOUTH OF THE SOUTH EDGE OF A 4 FT. WIDE CONCRETE SIDEWALK, 2 FT. SOUTH DF5808'OF DF5808'MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE DF5808'GROUND. DF5808' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5809 *********************************************************************** DF5809 DESIGNATION - PCDSM GPS 30 DF5809 PID - DF5809 DF5809 STATE/COUNTY- FL/PINELLAS DF5809 USGS QUAD - SEMINOLE (1995) DF5809 DF5809 *CURRENT SURVEY CONTROL DF5809 ___________________________________________________________________ DF5809* NAD 83(1999)- 27 47 18.60809(N) 082 45 15.71515(W) ADJUSTED DF5809* NAVD 88 - 0.9 (meters) 3. (feet) GPS OBS DF5809 ___________________________________________________________________ DF5809 X - 712,176.426 (meters) COMP DF5809 Y - -5,601,573.129 (meters) COMP DF5809 Z - 2,955,779.790 (meters) COMP DF5809 LAPLACE CORR- -1.53 (seconds) DEFLEC99 DF5809 ELLIP HEIGHT- -23.51 (meters) (05/29/03) GPS OBS DF5809 GEOID HEIGHT- -24.24 (meters) GEOID99 DF5809 DF5809 HORZ ORDER - FIRST DF5809 ELLP ORDER - FOURTH CLASS II DF5809 DF5809.The horizontal coordinates were established by GPS observations DF5809.and adjusted by the National Geodetic Survey in May 2003. DF5809 DF5809.The orthometric height was determined by GPS observations and a DF5809.high-resolution geoid model. DF5809 DF5809.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5809 DF5809.The Laplace correction was computed from DEFLEC99 derived deflections. DF5809 DF5809.The ellipsoidal height was determined by GPS observations DF5809.and is referenced to NAD 83. DF5809 DF5809.The geoid height was determined by GEOID99. DF5809 DF5809; North East Units Scale Converg. DF5809;SPC FL W - 383,000.831 125,658.000 MT 1.00000937 -0 21 06.1 DF5809;UTM 17 - 3,075,007.975 327,155.386 MT 0.99996876 -0 49 05.2 DF5809 DF5809|---------------------------------------------------------------------| DF5809| PID Reference Object Distance Geod. Az | DF5809| dddmmss.s | DF5809| DF5808 PCDSM GPS 29 159.833 METERS 08455 | DF5809|---------------------------------------------------------------------| DF5809 DF5809 SUPERSEDED SURVEY CONTROL DF5809 DF5809.No superseded survey control is available for this station. DF5809 DF5809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2715575008(NAD 83) DF5809_MARKER: DD = SURVEY DISK DF5809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5809_STAMPING: PCDSM GPS 30 1999 DF5809_PROJECTION: FLUSH DF5809_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5809+STABILITY: SURFACE MOTION DF5809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5809+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5809 DF5809 HISTORY - Date Condition Report By DF5809 HISTORY - 19990909 MONUMENTED FL-103 DF5809 DF5809 STATION DESCRIPTION DF5809 DF5809'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5809'TO REACH STATION FROM THE INTERSECTION OF CR 1 (PARK STREET) AND CR DF5809'150 DF5809'(CENTRAL AVENUE), RUN NORTH ON CR 1 FOR 1.3 MILES. STATION IS ON THE DF5809'LEFT, DF5809'590.5 FT. WEST OF THE CENTERLINE OF CR 1, 33.75 FT. EAST OF THE FACE DF5809'OF THE DF5809'SEAWALL, 60 FT. NORTH OF THE NORTH SIDE OF THE NORTH BOAT RAMP, 21.5 DF5809'FT. DF5809'SOUTH OF THE SOUTH SIDE OF PIER, 2 FT. EAST OF MARKER. SET IN THE TOP DF5809'OF A DF5809'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. DF5809' DF5809' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5810 *********************************************************************** DF5810 DESIGNATION - PCDSM GPS 31 DF5810 PID - DF5810 DF5810 STATE/COUNTY- FL/PINELLAS DF5810 USGS QUAD - ST PETERSBURG (1987) DF5810 DF5810 *CURRENT SURVEY CONTROL DF5810 ___________________________________________________________________ DF5810* NAD 83(1999)- 27 46 19.00071(N) 082 44 31.38391(W) ADJUSTED DF5810* NAVD 88 - 2.2 (meters) 7. (feet) GPS OBS DF5810 ___________________________________________________________________ DF5810 X - 713,488.509 (meters) COMP DF5810 Y - -5,602,269.418 (meters) COMP DF5810 Z - 2,954,157.041 (meters) COMP DF5810 LAPLACE CORR- -1.54 (seconds) DEFLEC99 DF5810 ELLIP HEIGHT- -22.20 (meters) (05/29/03) GPS OBS DF5810 GEOID HEIGHT- -24.24 (meters) GEOID99 DF5810 DF5810 HORZ ORDER - FIRST DF5810 ELLP ORDER - FOURTH CLASS II DF5810 DF5810.The horizontal coordinates were established by GPS observations DF5810.and adjusted by the National Geodetic Survey in May 2003. DF5810 DF5810.The orthometric height was determined by GPS observations and a DF5810.high-resolution geoid model. DF5810 DF5810.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5810 DF5810.The Laplace correction was computed from DEFLEC99 derived deflections. DF5810 DF5810.The ellipsoidal height was determined by GPS observations DF5810.and is referenced to NAD 83. DF5810 DF5810.The geoid height was determined by GEOID99. DF5810 DF5810; North East Units Scale Converg. DF5810;SPC FL W - 381,158.616 126,860.519 MT 1.00000718 -0 20 44.8 DF5810;UTM 17 - 3,073,156.113 328,342.823 MT 0.99996371 -0 48 42.9 DF5810 DF5810|---------------------------------------------------------------------| DF5810| PID Reference Object Distance Geod. Az | DF5810| dddmmss.s | DF5810| DF5811 PCDSM GPS 32 225.569 METERS 18654 | DF5810|---------------------------------------------------------------------| DF5810 DF5810 SUPERSEDED SURVEY CONTROL DF5810 DF5810.No superseded survey control is available for this station. DF5810 DF5810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2834373156(NAD 83) DF5810_MARKER: DD = SURVEY DISK DF5810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5810_STAMPING: PCDSM GPS 31 1999 DF5810_PROJECTION: FLUSH DF5810_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5810+STABILITY: SURFACE MOTION DF5810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5810+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5810 DF5810 HISTORY - Date Condition Report By DF5810 HISTORY - 19990909 MONUMENTED FL-103 DF5810 DF5810 STATION DESCRIPTION DF5810 DF5810'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5810'TO REACH STATION FROM THE INTERSECTION OF CR 1 (PARK STREET) AND CR DF5810'150 DF5810'(CENTRAL AVENUE), RUN NORTH ON CR 1 FOR 0.1 MILES. STATION IS ON THE DF5810'LEFT, DF5810'3.5 FT. WEST OF THE BACK OF CURB OF CR1, 3.6 FT. EAST OF THE EDGE OF DF5810'THE 5 FT. DF5810'WIDE CONCRETE SIDEWALK, 104.5 FT. SOUTH OF THE CENTERLINE OF THE DF5810'ALLEY, 155 DF5810'FT. NORTH OF THE CENTERLINE OF 1ST AVENUE NORTH, 7.4 FT. S 20 E OF DF5810'LP167474, DF5810'1.5 FT. EAST OF MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS DF5810'FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5811 *********************************************************************** DF5811 DESIGNATION - PCDSM GPS 32 DF5811 PID - DF5811 DF5811 STATE/COUNTY- FL/PINELLAS DF5811 USGS QUAD - ST PETERSBURG (1987) DF5811 DF5811 *CURRENT SURVEY CONTROL DF5811 ___________________________________________________________________ DF5811* NAD 83(1999)- 27 46 11.72576(N) 082 44 32.37272(W) ADJUSTED DF5811* NAVD 88 - 1.0 (meters) 3. (feet) GPS OBS DF5811 ___________________________________________________________________ DF5811 X - 713,474.706 (meters) COMP DF5811 Y - -5,602,375.334 (meters) COMP DF5811 Z - 2,953,958.361 (meters) COMP DF5811 LAPLACE CORR- -1.54 (seconds) DEFLEC99 DF5811 ELLIP HEIGHT- -23.35 (meters) (05/29/03) GPS OBS DF5811 GEOID HEIGHT- -24.24 (meters) GEOID99 DF5811 DF5811 HORZ ORDER - FIRST DF5811 ELLP ORDER - FOURTH CLASS II DF5811 DF5811.The horizontal coordinates were established by GPS observations DF5811.and adjusted by the National Geodetic Survey in May 2003. DF5811 DF5811.The orthometric height was determined by GPS observations and a DF5811.high-resolution geoid model. DF5811 DF5811.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5811 DF5811.The Laplace correction was computed from DEFLEC99 derived deflections. DF5811 DF5811.The ellipsoidal height was determined by GPS observations DF5811.and is referenced to NAD 83. DF5811 DF5811.The geoid height was determined by GEOID99. DF5811 DF5811; North East Units Scale Converg. DF5811;SPC FL W - 380,934.843 126,832.093 MT 1.00000723 -0 20 45.2 DF5811;UTM 17 - 3,072,932.589 328,312.580 MT 0.99996384 -0 48 43.2 DF5811 DF5811|---------------------------------------------------------------------| DF5811| PID Reference Object Distance Geod. Az | DF5811| dddmmss.s | DF5811| DF5810 PCDSM GPS 31 225.569 METERS 00654 | DF5811|---------------------------------------------------------------------| DF5811 DF5811 SUPERSEDED SURVEY CONTROL DF5811 DF5811.No superseded survey control is available for this station. DF5811 DF5811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2831372933(NAD 83) DF5811_MARKER: DD = SURVEY DISK DF5811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5811_STAMPING: PCDSM GPS 32 1999 DF5811_PROJECTION: FLUSH DF5811_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5811+STABILITY: SURFACE MOTION DF5811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5811+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5811 DF5811 HISTORY - Date Condition Report By DF5811 HISTORY - 19990909 MONUMENTED FL-103 DF5811 DF5811 STATION DESCRIPTION DF5811 DF5811'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5811'TO REACH STATION FROM THE INTERSECTION OF CR 1 (PARK STREET) AND CR DF5811'150 DF5811'(CENTRAL AVENUE), RUN SOUTH ON CR 1 FOR 1 BLOCK TO THE INTERSECTION OF DF5811'CR DF5811'1 AND 1ST AVENUE SOUTH, TURN RIGHT AND RUN WEST ON 1ST AVENUE SOUTH DF5811'FOR 1 BLOCK. STATION IS STRAIGHT AHEAD ON A WESTERLY PROLONGATION OF DF5811'THE CENTERLINE OF 1ST AVENUE SOUTH, 81.7 FT. WEST OF THE CENTERLINE OF DF5811'SUNSET DRIVE SOUTH, 8.7 FT. EAST OF THE FACE OF THE SEAWALL, 67 FT. N DF5811'25 W OF DF5811'A 24 INCH PINE TREE, 74.5 FT. S 60 W OF LP136990, 1.7 FT. EAST OF DF5811'MARKER. SET IN DF5811'THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. DF5811' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5812 *********************************************************************** DF5812 DESIGNATION - PCDSM GPS 33 DF5812 PID - DF5812 DF5812 STATE/COUNTY- FL/PINELLAS DF5812 USGS QUAD - PASS-A-GRILLE BEACH (1994) DF5812 DF5812 *CURRENT SURVEY CONTROL DF5812 ___________________________________________________________________ DF5812* NAD 83(1999)- 27 44 16.06811(N) 082 42 14.21308(W) ADJUSTED DF5812* NAVD 88 - 0.7 (meters) 2. (feet) GPS OBS DF5812 ___________________________________________________________________ DF5812 X - 717,437.611 (meters) COMP DF5812 Y - -5,603,540.293 (meters) COMP DF5812 Z - 2,950,807.585 (meters) COMP DF5812 LAPLACE CORR- -1.63 (seconds) DEFLEC99 DF5812 ELLIP HEIGHT- -23.74 (meters) (05/29/03) GPS OBS DF5812 GEOID HEIGHT- -24.27 (meters) GEOID99 DF5812 DF5812 HORZ ORDER - FIRST DF5812 ELLP ORDER - FOURTH CLASS II DF5812 DF5812.The horizontal coordinates were established by GPS observations DF5812.and adjusted by the National Geodetic Survey in May 2003. DF5812 DF5812.The orthometric height was determined by GPS observations and a DF5812.high-resolution geoid model. DF5812 DF5812.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5812 DF5812.The Laplace correction was computed from DEFLEC99 derived deflections. DF5812 DF5812.The ellipsoidal height was determined by GPS observations DF5812.and is referenced to NAD 83. DF5812 DF5812.The geoid height was determined by GEOID99. DF5812 DF5812; North East Units Scale Converg. DF5812;SPC FL W - 377,352.470 130,594.560 MT 1.00000061 -0 19 39.5 DF5812;UTM 17 - 3,069,319.916 332,045.617 MT 0.99994819 -0 47 35.7 DF5812 DF5812|---------------------------------------------------------------------| DF5812| PID Reference Object Distance Geod. Az | DF5812| dddmmss.s | DF5812| DF5813 PCDSM GPS 34 88.886 METERS 07605 | DF5812|---------------------------------------------------------------------| DF5812 DF5812 SUPERSEDED SURVEY CONTROL DF5812 DF5812.No superseded survey control is available for this station. DF5812 DF5812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3204669320(NAD 83) DF5812_MARKER: DD = SURVEY DISK DF5812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5812_STAMPING: PCDSM GPS 33 1999 DF5812_PROJECTION: FLUSH DF5812_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5812+STABILITY: SURFACE MOTION DF5812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5812+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5812 DF5812 HISTORY - Date Condition Report By DF5812 HISTORY - 19990909 MONUMENTED FL-103 DF5812 DF5812 STATION DESCRIPTION DF5812 DF5812'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5812'TO REACH STATION FROM THE INTERSECTION OF CR 138 (22ND AVENUE SOUTH) DF5812'AND U S HIGHWAY 19 (34TH STREET S), RUN WEST ON CR 138 FOR 1.2 MILES DF5812'TO THE DF5812'INTERSECTION OF CR 138 AND CR 611 (49TH STREET SOUTH), TURN LEFT AND DF5812'RUN DF5812'SOUTH ON CR 611 FOR 0.6 MILES TO THE INTERSECTION OF CR 611 AND 31ST DF5812'AVENUE SOUTH, TURN RIGHT AND RUN WEST ON 31ST AVENUE SOUTH FOR 0.2 DF5812'MILES. STATION IS ON THE LEFT, 381.5 FT. SOUTH OF THE CENTERLINE OF DF5812'31ST DF5812'AVENUE SOUTH, 184 FT. SOUTH OF THE SOUTH EDGE OF PAVEMENT AT END OF DF5812'52ND STREET SOUTH, 15 FT. NORTH OF THE SHORELINE, 19 FT. WEST OF THE DF5812'CENTERLINE OF CREEK AT THE SOUTH END OF 52ND STREET SOUTH, 1.5 FT. DF5812'SOUTH DF5812'OF MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH DF5812'THE DF5812'GROUND. DF5812' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5813 *********************************************************************** DF5813 DESIGNATION - PCDSM GPS 34 DF5813 PID - DF5813 DF5813 STATE/COUNTY- FL/PINELLAS DF5813 USGS QUAD - PASS-A-GRILLE BEACH (1994) DF5813 DF5813 *CURRENT SURVEY CONTROL DF5813 ___________________________________________________________________ DF5813* NAD 83(1999)- 27 44 16.76219(N) 082 42 11.06286(W) ADJUSTED DF5813* NAVD 88 - 1.6 (meters) 5. (feet) GPS OBS DF5813 ___________________________________________________________________ DF5813 X - 717,522.029 (meters) COMP DF5813 Y - -5,603,520.254 (meters) COMP DF5813 Z - 2,950,826.909 (meters) COMP DF5813 LAPLACE CORR- -1.63 (seconds) DEFLEC99 DF5813 ELLIP HEIGHT- -22.85 (meters) (05/29/03) GPS OBS DF5813 GEOID HEIGHT- -24.27 (meters) GEOID99 DF5813 DF5813 HORZ ORDER - FIRST DF5813 ELLP ORDER - FOURTH CLASS II DF5813 DF5813.The horizontal coordinates were established by GPS observations DF5813.and adjusted by the National Geodetic Survey in May 2003. DF5813 DF5813.The orthometric height was determined by GPS observations and a DF5813.high-resolution geoid model. DF5813 DF5813.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5813 DF5813.The Laplace correction was computed from DEFLEC99 derived deflections. DF5813 DF5813.The ellipsoidal height was determined by GPS observations DF5813.and is referenced to NAD 83. DF5813 DF5813.The geoid height was determined by GEOID99. DF5813 DF5813; North East Units Scale Converg. DF5813;SPC FL W - 377,373.342 130,680.961 MT 1.00000047 -0 19 38.1 DF5813;UTM 17 - 3,069,340.084 332,132.180 MT 0.99994783 -0 47 34.2 DF5813 DF5813|---------------------------------------------------------------------| DF5813| PID Reference Object Distance Geod. Az | DF5813| dddmmss.s | DF5813| DF5812 PCDSM GPS 33 88.886 METERS 25606 | DF5813|---------------------------------------------------------------------| DF5813 DF5813 SUPERSEDED SURVEY CONTROL DF5813 DF5813.No superseded survey control is available for this station. DF5813 DF5813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3213269340(NAD 83) DF5813_MARKER: DD = SURVEY DISK DF5813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5813_STAMPING: PCDSM GPS 34 1999 DF5813_PROJECTION: FLUSH DF5813_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5813+STABILITY: SURFACE MOTION DF5813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5813+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5813 DF5813 HISTORY - Date Condition Report By DF5813 HISTORY - 19990909 MONUMENTED FL-103 DF5813 DF5813 STATION DESCRIPTION DF5813 DF5813'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5813'TO REACH STATION FROM THE INTERSECTION OF CR 138 (22ND AVENUE SOUTH) DF5813'AND U S HIGHWAY 19 (34TH STREET S), RUN WEST ON CR 138 FOR 1.2 MILES DF5813'TO THE DF5813'INTERSECTION OF CR 138 AND CR 611 (49TH STREET SOUTH), TURN LEFT AND DF5813'RUN DF5813'SOUTH ON CR 611 FOR 0.6 MILES TO THE INTERSECTION OF CR 611 AND 31ST DF5813'AVENUE SOUTH, TURN RIGHT AND RUN WEST ON 31ST AVENUE SOUTH FOR 770 FT. DF5813'STATION IS ON THE LEFT, 308.5 FT. SOUTH OF THE CENTERLINE OF 31ST DF5813'AVENUE DF5813'SOUTH, 131.5 FT. SOUTH OF THE SOUTH EDGE OF PAVEMENT AT THE SOUTH END DF5813'OF DF5813'YORK STREET SOUTH, 48.2 S 80 W OF 12IN PALM TREE, 34.5 FT. S 25 W OF DF5813'THE DF5813'SOUTHWEST CORNER OF 5 FT. CHAINLINK FENCE WITH BIRDFEEDER ON TOP AT DF5813'3108 DF5813'YORK STREET SOUTH, 1.5 FT. NORTH OF MARKER. SET IN THE TOP OF A DF5813'CONCRETE DF5813'MONUMENT THAT IS FLUSH WITH THE GROUND. DF5813' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5814 *********************************************************************** DF5814 DESIGNATION - PCDSM GPS 35 DF5814 PID - DF5814 DF5814 STATE/COUNTY- FL/PINELLAS DF5814 USGS QUAD - PASS-A-GRILLE BEACH (1994) DF5814 DF5814 *CURRENT SURVEY CONTROL DF5814 ___________________________________________________________________ DF5814* NAD 83(1999)- 27 42 39.18947(N) 082 41 04.48508(W) ADJUSTED DF5814* NAVD 88 - 0.7 (meters) 2. (feet) GPS OBS DF5814 ___________________________________________________________________ DF5814 X - 719,508.507 (meters) COMP DF5814 Y - -5,604,673.514 (meters) COMP DF5814 Z - 2,948,167.859 (meters) COMP DF5814 LAPLACE CORR- -1.72 (seconds) DEFLEC99 DF5814 ELLIP HEIGHT- -23.70 (meters) (05/29/03) GPS OBS DF5814 GEOID HEIGHT- -24.28 (meters) GEOID99 DF5814 DF5814 HORZ ORDER - FIRST DF5814 ELLP ORDER - FOURTH CLASS II DF5814 DF5814.The horizontal coordinates were established by GPS observations DF5814.and adjusted by the National Geodetic Survey in May 2003. DF5814 DF5814.The orthometric height was determined by GPS observations and a DF5814.high-resolution geoid model. DF5814 DF5814.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5814 DF5814.The Laplace correction was computed from DEFLEC99 derived deflections. DF5814 DF5814.The ellipsoidal height was determined by GPS observations DF5814.and is referenced to NAD 83. DF5814 DF5814.The geoid height was determined by GEOID99. DF5814 DF5814; North East Units Scale Converg. DF5814;SPC FL W - 374,359.640 132,487.703 MT 0.99999742 -0 19 06.1 DF5814;UTM 17 - 3,066,311.972 333,914.286 MT 0.99994049 -0 47 00.7 DF5814 DF5814|---------------------------------------------------------------------| DF5814| PID Reference Object Distance Geod. Az | DF5814| dddmmss.s | DF5814| DF5815 PCDSM GPS 36 238.990 METERS 08913 | DF5814|---------------------------------------------------------------------| DF5814 DF5814 SUPERSEDED SURVEY CONTROL DF5814 DF5814.No superseded survey control is available for this station. DF5814 DF5814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3391466312(NAD 83) DF5814_MARKER: DD = SURVEY DISK DF5814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5814_STAMPING: PCDSM GPS 35 1999 DF5814_PROJECTION: FLUSH DF5814_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5814+STABILITY: SURFACE MOTION DF5814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5814+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5814 DF5814 HISTORY - Date Condition Report By DF5814 HISTORY - 19990909 MONUMENTED FL-103 DF5814 DF5814 STATION DESCRIPTION DF5814 DF5814'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5814'TO REACH STATION FROM THE INTERSECTION OF U S HIGHWAY 19 (34TH STREET DF5814'SOUTH) AND SR 682 (54TH AVENUE SOUTH), RUN EAST ON SR 682 FOR 0.2 DF5814'MILES TO DF5814'THE INTERSECTION OF SR 682 AND 31ST STREET SOUTH, TURN RIGHT AND RUN DF5814'SOUTH ON 31ST STREET SOUTH FOR 0.6 MILES TO THE INTERSECTION OF 31ST DF5814'STREET SOUTH AND PINELLAS POINT DRIVE SOUTH, TURN RIGHT AND RUN WEST DF5814'ON PINELLAS POINT DRIVE SOUTH FOR 0.2 MILES TO THE ENTRANCE OF MAXIMO DF5814'PARK, CONTINUE WESTERLY ON PARK ENTRANCE ROAD FOR 0.2 MILES. STATION DF5814'IS DF5814'ON THE LEFT, 164.5 FT. S 60 W OF SOUTHWEST CORNER OF A PICNIC SHELTER, DF5814'84.5 DF5814'FT. N 5 E OF THE CENTERLINE OF STEPS TO A GAZEBO, 131 FT. WEST OF DF5814'CENTERLINE OF THE PARK ENTRANCE ROAD, 2 FT. EAST OF MARKER. SET IN DF5814'THE DF5814'TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. DF5814' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5815 *********************************************************************** DF5815 DESIGNATION - PCDSM GPS 36 DF5815 PID - DF5815 DF5815 STATE/COUNTY- FL/PINELLAS DF5815 USGS QUAD - PASS-A-GRILLE BEACH (1994) DF5815 DF5815 *CURRENT SURVEY CONTROL DF5815 ___________________________________________________________________ DF5815* NAD 83(1999)- 27 42 39.29664(N) 082 40 55.76215(W) ADJUSTED DF5815* NAVD 88 - 2.0 (meters) 7. (feet) GPS OBS DF5815 ___________________________________________________________________ DF5815 X - 719,745.476 (meters) COMP DF5815 Y - -5,604,642.674 (meters) COMP DF5815 Z - 2,948,171.370 (meters) COMP DF5815 LAPLACE CORR- -1.72 (seconds) DEFLEC99 DF5815 ELLIP HEIGHT- -22.43 (meters) (05/29/03) GPS OBS DF5815 GEOID HEIGHT- -24.28 (meters) GEOID99 DF5815 DF5815 HORZ ORDER - FIRST DF5815 ELLP ORDER - FOURTH CLASS II DF5815 DF5815.The horizontal coordinates were established by GPS observations DF5815.and adjusted by the National Geodetic Survey in May 2003. DF5815 DF5815.The orthometric height was determined by GPS observations and a DF5815.high-resolution geoid model. DF5815 DF5815.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5815 DF5815.The Laplace correction was computed from DEFLEC99 derived deflections. DF5815 DF5815.The ellipsoidal height was determined by GPS observations DF5815.and is referenced to NAD 83. DF5815 DF5815.The geoid height was determined by GEOID99. DF5815 DF5815; North East Units Scale Converg. DF5815;SPC FL W - 374,361.613 132,726.684 MT 0.99999702 -0 19 02.0 DF5815;UTM 17 - 3,066,312.005 334,153.261 MT 0.99993951 -0 46 56.6 DF5815 DF5815|---------------------------------------------------------------------| DF5815| PID Reference Object Distance Geod. Az | DF5815| dddmmss.s | DF5815| DF5814 PCDSM GPS 35 238.990 METERS 26913 | DF5815|---------------------------------------------------------------------| DF5815 DF5815 SUPERSEDED SURVEY CONTROL DF5815 DF5815.No superseded survey control is available for this station. DF5815 DF5815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3415366312(NAD 83) DF5815_MARKER: DD = SURVEY DISK DF5815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5815_STAMPING: PCDSM GPS 36 1999 DF5815_PROJECTION: FLUSH DF5815_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5815+STABILITY: SURFACE MOTION DF5815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5815+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5815 DF5815 HISTORY - Date Condition Report By DF5815 HISTORY - 19990909 MONUMENTED FL-103 DF5815 DF5815 STATION DESCRIPTION DF5815 DF5815'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5815'TO REACH STATION FROM THE INTERSECTION OF U S HIGHWAY 19 (34TH STREET DF5815'SOUTH) AND SR 682 (54TH AVENUE SOUTH), RUN EAST ON SR 682 FOR 0.2 DF5815'MILES TO DF5815'THE INTERSECTION OF SR 682 AND 31ST STREET SOUTH, TURN RIGHT AND RUN DF5815'SOUTH ON 31ST STREET SOUTH FOR 0.6 MILES TO THE INTERSECTION OF 31ST DF5815'STREET SOUTH AND PINELLAS POINT DRIVE SOUTH, TURN RIGHT AND RUN WEST DF5815'ON PINELLAS POINT DRIVE SOUTH FOR 0.2 MILES TO THE ENTRANCE OF MAXIMO DF5815'PARK, CONTINUE WESTERLY ON PARK ENTRANCE ROAD FOR 0.1 MILES. STATION DF5815'IS DF5815'ON THE LEFT, 108.5 FT. SOUTH OF THE CENTERLINE OF THE ENTRANCE ROAD, DF5815'75 FT. DF5815'WEST OF THE CENTERLINE OF A LOOP ROAD, 134 FT. S 10 E OF 30IN LAUREL DF5815'OAK, 1.5 DF5815'FT. NORTH OF MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS DF5815'FLUSH WITH THE GROUND. DF5815' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5816 *********************************************************************** DF5816 DESIGNATION - PCDSM GPS 37 DF5816 PID - DF5816 DF5816 STATE/COUNTY- FL/PINELLAS DF5816 USGS QUAD - PASS-A-GRILLE BEACH (1994) DF5816 DF5816 *CURRENT SURVEY CONTROL DF5816 ___________________________________________________________________ DF5816* NAD 83(1999)- 27 42 06.11091(N) 082 39 33.19743(W) ADJUSTED DF5816* NAVD 88 - 1.0 (meters) 3. (feet) GPS OBS DF5816 ___________________________________________________________________ DF5816 X - 722,049.437 (meters) COMP DF5816 Y - -5,604,824.250 (meters) COMP DF5816 Z - 2,947,266.491 (meters) COMP DF5816 LAPLACE CORR- -1.79 (seconds) DEFLEC99 DF5816 ELLIP HEIGHT- -23.48 (meters) (05/29/03) GPS OBS DF5816 GEOID HEIGHT- -24.31 (meters) GEOID99 DF5816 DF5816 HORZ ORDER - FIRST DF5816 ELLP ORDER - FOURTH CLASS II DF5816 DF5816.The horizontal coordinates were established by GPS observations DF5816.and adjusted by the National Geodetic Survey in May 2003. DF5816 DF5816.The orthometric height was determined by GPS observations and a DF5816.high-resolution geoid model. DF5816 DF5816.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5816 DF5816.The Laplace correction was computed from DEFLEC99 derived deflections. DF5816 DF5816.The ellipsoidal height was determined by GPS observations DF5816.and is referenced to NAD 83. DF5816 DF5816.The geoid height was determined by GEOID99. DF5816 DF5816; North East Units Scale Converg. DF5816;SPC FL W - 373,327.803 134,983.061 MT 0.99999333 -0 18 23.3 DF5816;UTM 17 - 3,065,259.977 336,401.037 MT 0.99993037 -0 46 17.4 DF5816 DF5816|---------------------------------------------------------------------| DF5816| PID Reference Object Distance Geod. Az | DF5816| dddmmss.s | DF5816| DF5817 PCDSM GPS 38 276.005 METERS 10256 | DF5816|---------------------------------------------------------------------| DF5816 DF5816 SUPERSEDED SURVEY CONTROL DF5816 DF5816.No superseded survey control is available for this station. DF5816 DF5816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3640165260(NAD 83) DF5816_MARKER: DD = SURVEY DISK DF5816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5816_STAMPING: PCDSM GPS 37 1999 DF5816_PROJECTION: FLUSH DF5816_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5816+STABILITY: SURFACE MOTION DF5816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5816+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5816 DF5816 HISTORY - Date Condition Report By DF5816 HISTORY - 19990909 MONUMENTED FL-103 DF5816 DF5816 STATION DESCRIPTION DF5816 DF5816'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5816'TO REACH STATION FROM THE INTERSECTION OF U S HIGHWAY 19 (34TH STREET DF5816'SOUTH) AND SR 682 (54TH AVENUE SOUTH), RUN EAST ON SR 682 FOR 1.4 DF5816'MILES TO DF5816'THE INTERSECTION OF SR 682 AND 16TH STREET SOUTH, TURN RIGHT AND RUN DF5816'SOUTH ON 16TH STREET SOUTH FOR 0.9 MILES TO THE INTERSECTION OF 16TH DF5816'STREET SOUTH AND PINELLAS POINT DRIVE, TURN RIGHT AND RUN WEST ON DF5816'PINELLAS POINT DRIVE FOR 0.4 MILES TO THE INTERSECTION OF PINELLAS DF5816'POINT DF5816'DRIVE AND 21ST STREET SOUTH, TURN LEFT AND RUN SOUTH ON 21ST STREET DF5816'SOUTH FOR 300 FT. TO THE INTERSECTION OF 21ST STREET SOUTH AND DF5816'SERPENTINE CIRCLE SOUTH, TURN LEFT AND RUN SOUTHEASTERLY ON DF5816'SERPENTINE CIRCLE SOUTH FOR 0.1 MILES TO THE DEAD END OF SERPENTINE DF5816'CIRCLE SOUTH AT BLOSSOM WAY SOUTH. STATION IS 272 FT. SOUTH OF THE DF5816'DEAD DF5816'END OF SERPENTINE CIRCLE SOUTH, 206 FT. S 30 W OF THE SOUTHWEST CORNER DF5816'OF A 7 FT. CHAIN LINK FENCE AROUND LIFT STATION 30 AT 1942 SERPENTINE DF5816'CIRCLE DF5816'SOUTH, 21 FT. S 40 W FROM THE NORTHWEST CORNER OF A FENCE AROUND AN DF5816'OUTFALL PIPE STRUCTURE, 1.7 FT. NORTH OF MARKER. SET IN THE TOP OF A DF5816'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. DF5816' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5817 *********************************************************************** DF5817 DESIGNATION - PCDSM GPS 38 DF5817 PID - DF5817 DF5817 STATE/COUNTY- FL/PINELLAS DF5817 USGS QUAD - PASS-A-GRILLE BEACH (1994) DF5817 DF5817 *CURRENT SURVEY CONTROL DF5817 ___________________________________________________________________ DF5817* NAD 83(1999)- 27 42 04.10384(N) 082 39 23.37902(W) ADJUSTED DF5817* NAVD 88 - 1.3 (meters) 4. (feet) GPS OBS DF5817 ___________________________________________________________________ DF5817 X - 722,319.941 (meters) COMP DF5817 Y - -5,604,818.656 (meters) COMP DF5817 Z - 2,947,211.949 (meters) COMP DF5817 LAPLACE CORR- -1.79 (seconds) DEFLEC99 DF5817 ELLIP HEIGHT- -23.14 (meters) (05/29/03) GPS OBS DF5817 GEOID HEIGHT- -24.32 (meters) GEOID99 DF5817 DF5817 HORZ ORDER - FIRST DF5817 ELLP ORDER - FOURTH CLASS II DF5817 DF5817.The horizontal coordinates were established by GPS observations DF5817.and adjusted by the National Geodetic Survey in May 2003. DF5817 DF5817.The orthometric height was determined by GPS observations and a DF5817.high-resolution geoid model. DF5817 DF5817.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5817 DF5817.The Laplace correction was computed from DEFLEC99 derived deflections. DF5817 DF5817.The ellipsoidal height was determined by GPS observations DF5817.and is referenced to NAD 83. DF5817 DF5817.The geoid height was determined by GEOID99. DF5817 DF5817; North East Units Scale Converg. DF5817;SPC FL W - 373,264.588 135,251.728 MT 0.99999290 -0 18 18.7 DF5817;UTM 17 - 3,065,194.587 336,669.164 MT 0.99992929 -0 46 12.7 DF5817 DF5817|---------------------------------------------------------------------| DF5817| PID Reference Object Distance Geod. Az | DF5817| dddmmss.s | DF5817| DF5816 PCDSM GPS 37 276.005 METERS 28256 | DF5817|---------------------------------------------------------------------| DF5817 DF5817 SUPERSEDED SURVEY CONTROL DF5817 DF5817.No superseded survey control is available for this station. DF5817 DF5817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3666965195(NAD 83) DF5817_MARKER: DD = SURVEY DISK DF5817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5817_STAMPING: PCDSM GPS 38 1999 DF5817_PROJECTION: FLUSH DF5817_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5817+STABILITY: SURFACE MOTION DF5817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5817+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5817 DF5817 HISTORY - Date Condition Report By DF5817 HISTORY - 19990909 MONUMENTED FL-103 DF5817 DF5817 STATION DESCRIPTION DF5817 DF5817'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5817'TO REACH STATION FROM THE INTERSECTION OF U S HIGHWAY 19 (34TH STREET DF5817'SOUTH) AND SR 682 (54TH AVENUE SOUTH), RUN EAST ON SR 682 FOR 1.4 DF5817'MILES TO DF5817'THE INTERSECTION OF SR 682 AND 16TH STREET SOUTH, TURN RIGHT AND RUN DF5817'SOUTH ON 16TH STREET SOUTH FOR 1 MILE TO THE INTERSECTION OF 16TH DF5817'STREET SOUTH AND DEMENS DRIVE SOUTH, TURN RIGHT AND RUN DF5817'SOUTHWESTERLY ON DEMENS DRIVE SOUTH. STATION IS ON THE RIGHT, 45 FT. DF5817'WEST OF THE CENTERLINE OF A DIRT DEMENS DRIVE SOUTH THAT RUNS ALONG DF5817'THE WEST PROPERTY LINE OF 7400 DEMENS DRIVE SOUTH, 100.5 S 10 E OF PP DF5817'WITH DF5817'PARTIAL NUMBER 99-2, 114 FT. SOUTH OF THE CENTER OF A CUL-DE-SAC, 76 DF5817'FT. S DF5817'30 W OF PP991915, 75 FT. N 80 E OF 36IN LIVE OAK, 2 FT. N 45 E OF DF5817'MARKER. SET IN THE DF5817'TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. DF5817' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5818 *********************************************************************** DF5818 DESIGNATION - PCDSM GPS 39 DF5818 PID - DF5818 DF5818 STATE/COUNTY- FL/PINELLAS DF5818 USGS QUAD - SAFETY HARBOR (1956) DF5818 DF5818 *CURRENT SURVEY CONTROL DF5818 ___________________________________________________________________ DF5818* NAD 83(1999)- 27 58 19.67186(N) 082 41 52.98640(W) ADJUSTED DF5818* NAVD 88 - 2.1 (meters) 7. (feet) GPS OBS DF5818 ___________________________________________________________________ DF5818 X - 716,472.283 (meters) COMP DF5818 Y - -5,591,432.612 (meters) COMP DF5818 Z - 2,973,767.422 (meters) COMP DF5818 LAPLACE CORR- -1.54 (seconds) DEFLEC99 DF5818 ELLIP HEIGHT- -22.59 (meters) (05/29/03) GPS OBS DF5818 GEOID HEIGHT- -24.66 (meters) GEOID99 DF5818 DF5818 HORZ ORDER - FIRST DF5818 ELLP ORDER - FOURTH CLASS II DF5818 DF5818.The horizontal coordinates were established by GPS observations DF5818.and adjusted by the National Geodetic Survey in May 2003. DF5818 DF5818.The orthometric height was determined by GPS observations and a DF5818.high-resolution geoid model. DF5818 DF5818.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5818 DF5818.The Laplace correction was computed from DEFLEC99 derived deflections. DF5818 DF5818.The ellipsoidal height was determined by GPS observations DF5818.and is referenced to NAD 83. DF5818 DF5818.The geoid height was determined by GEOID99. DF5818 DF5818; North East Units Scale Converg. DF5818;SPC FL W - 403,316.985 131,323.748 MT 0.99999937 -0 19 38.7 DF5818;UTM 17 - 3,095,276.224 332,986.540 MT 0.99994429 -0 47 47.9 DF5818 DF5818|---------------------------------------------------------------------| DF5818| PID Reference Object Distance Geod. Az | DF5818| dddmmss.s | DF5818| DF5819 PCDSM GPS 40 176.604 METERS 02315 | DF5818|---------------------------------------------------------------------| DF5818 DF5818 SUPERSEDED SURVEY CONTROL DF5818 DF5818.No superseded survey control is available for this station. DF5818 DF5818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3298795276(NAD 83) DF5818_MARKER: DD = SURVEY DISK DF5818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5818_STAMPING: PCDSM GPS 39 1999 DF5818_PROJECTION: FLUSH DF5818_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5818+STABILITY: SURFACE MOTION DF5818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5818+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5818 DF5818 HISTORY - Date Condition Report By DF5818 HISTORY - 19990909 MONUMENTED FL-103 DF5818 DF5818 STATION DESCRIPTION DF5818 DF5818'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5818'TO REACH STATION FROM THE INTERSECTION OF CR 611 (MCMULLEN-BOOTH ROAD) DF5818'AND CR 528 (DREW STREET), RUN EASTERLY ON CR 528 FOR 0.3 MILE TO THE DF5818'JUNCTION OF BAYSHORE BLVD., TURN LEFT AND RUN NORTHERLY ON BAYSHORE DF5818'BLVD. FOR 0.4 MILE. STATION ON RIGHT, 22 FEET EAST OF THE CENTERLINE DF5818'OF DF5818'BAYSHORE BLVD., 46 FT. NORTH OF THE CENTERLINE OF SAN MATEO ST., 91 DF5818'FT. S DF5818'50 W OF A 36IN OAK TREE, 2 FT. WEST OF MARKER. SET IN THE TOP OF A DF5818'CONCRETE DF5818'MONUMENT THAT IS FLUSH WITH THE GROUND. DF5818' DF5818' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5819 *********************************************************************** DF5819 DESIGNATION - PCDSM GPS 40 DF5819 PID - DF5819 DF5819 STATE/COUNTY- FL/PINELLAS DF5819 USGS QUAD - SAFETY HARBOR (1956) DF5819 DF5819 *CURRENT SURVEY CONTROL DF5819 ___________________________________________________________________ DF5819* NAD 83(1999)- 27 58 24.94328(N) 082 41 50.43630(W) ADJUSTED DF5819* NAVD 88 - 1.9 (meters) 6. (feet) GPS OBS DF5819 ___________________________________________________________________ DF5819 X - 716,531.706 (meters) COMP DF5819 Y - -5,591,348.022 (meters) COMP DF5819 Z - 2,973,910.607 (meters) COMP DF5819 LAPLACE CORR- -1.54 (seconds) DEFLEC99 DF5819 ELLIP HEIGHT- -22.86 (meters) (05/29/03) GPS OBS DF5819 GEOID HEIGHT- -24.66 (meters) GEOID99 DF5819 DF5819 HORZ ORDER - FIRST DF5819 ELLP ORDER - FOURTH CLASS II DF5819 DF5819.The horizontal coordinates were established by GPS observations DF5819.and adjusted by the National Geodetic Survey in May 2003. DF5819 DF5819.The orthometric height was determined by GPS observations and a DF5819.high-resolution geoid model. DF5819 DF5819.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5819 DF5819.The Laplace correction was computed from DEFLEC99 derived deflections. DF5819 DF5819.The ellipsoidal height was determined by GPS observations DF5819.and is referenced to NAD 83. DF5819 DF5819.The geoid height was determined by GEOID99. DF5819 DF5819; North East Units Scale Converg. DF5819;SPC FL W - 403,478.855 131,394.367 MT 0.99999925 -0 19 37.6 DF5819;UTM 17 - 3,095,437.501 333,058.478 MT 0.99994399 -0 47 46.9 DF5819 DF5819|---------------------------------------------------------------------| DF5819| PID Reference Object Distance Geod. Az | DF5819| dddmmss.s | DF5819| DF5818 PCDSM GPS 39 176.604 METERS 20315 | DF5819|---------------------------------------------------------------------| DF5819 DF5819 SUPERSEDED SURVEY CONTROL DF5819 DF5819.No superseded survey control is available for this station. DF5819 DF5819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3305895438(NAD 83) DF5819_MARKER: DD = SURVEY DISK DF5819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5819_STAMPING: PCDSM GPS 40 1999 DF5819_PROJECTION: FLUSH DF5819_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5819+STABILITY: SURFACE MOTION DF5819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5819+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5819 DF5819 HISTORY - Date Condition Report By DF5819 HISTORY - 19990909 MONUMENTED FL-103 DF5819 DF5819 STATION DESCRIPTION DF5819 DF5819'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5819'TO REACH STATION FROM THE INTERSECTION OF CR 611 (MCMULLEN-BOOTH ROAD) DF5819'AND CR 528 (DREW STREET), RUN EASTERLY ON CR 528 FOR 0.3 MILE TO THE DF5819'JUNCTION OF BAYSHORE BLVD., TURN LEFT AND RUN NORTHERLY ON BAYSHORE DF5819'BLVD. FOR 0.5 MILE. STATION ON RIGHT, 129 FEET EAST OF THE CENTERLINE DF5819'OF DF5819'BAYSHORE BLVD., 83 FT. SOUTH OF THE CENTERLINE OF SAN PEDRO ST., 103 DF5819'FT. N DF5819'40 E OF A 48IN HICKORY TREE, 57 FT. WEST OF THE WEST EDGE OF A 6 FT. DF5819'WIDE DF5819'CONCRETE SIDEWALK, 1.5 FT. WEST OF MARKER. SET IN THE TOP OF A DF5819'CONCRETE DF5819'MONUMENT THAT IS FLUSH WITH THE GROUND. DF5819' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5778 *********************************************************************** DF5778 DESIGNATION - PCDSM GPS 41 DF5778 PID - DF5778 DF5778 STATE/COUNTY- FL/PINELLAS DF5778 USGS QUAD - OLDSMAR (1987) DF5778 DF5778 *CURRENT SURVEY CONTROL DF5778 ___________________________________________________________________ DF5778* NAD 83(1999)- 28 00 50.30419(N) 082 40 57.10230(W) ADJUSTED DF5778* NAVD 88 - 0.8 (meters) 3. (feet) GPS OBS DF5778 ___________________________________________________________________ DF5778 X - 717,709.802 (meters) COMP DF5778 Y - -5,589,078.367 (meters) COMP DF5778 Z - 2,977,861.177 (meters) COMP DF5778 LAPLACE CORR- -1.50 (seconds) DEFLEC99 DF5778 ELLIP HEIGHT- -24.01 (meters) (05/29/03) GPS OBS DF5778 GEOID HEIGHT- -24.77 (meters) GEOID99 DF5778 DF5778 HORZ ORDER - FIRST DF5778 ELLP ORDER - FOURTH CLASS II DF5778 DF5778.The horizontal coordinates were established by GPS observations DF5778.and adjusted by the National Geodetic Survey in May 2003. DF5778 DF5778.The orthometric height was determined by GPS observations and a DF5778.high-resolution geoid model. DF5778 DF5778.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5778 DF5778.The Laplace correction was computed from DEFLEC99 derived deflections. DF5778 DF5778.The ellipsoidal height was determined by GPS observations DF5778.and is referenced to NAD 83. DF5778 DF5778.The geoid height was determined by GEOID99. DF5778 DF5778; North East Units Scale Converg. DF5778;SPC FL W - 407,945.205 132,876.947 MT 0.99999677 -0 19 14.1 DF5778;UTM 17 - 3,099,891.296 334,577.524 MT 0.99993776 -0 47 25.6 DF5778 DF5778|---------------------------------------------------------------------| DF5778| PID Reference Object Distance Geod. Az | DF5778| dddmmss.s | DF5778| DF5820 PCDSM GPS 42 397.210 METERS 14358 | DF5778|---------------------------------------------------------------------| DF5778 DF5778 SUPERSEDED SURVEY CONTROL DF5778 DF5778.No superseded survey control is available for this station. DF5778 DF5778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3457899891(NAD 83) DF5778_MARKER: DD = SURVEY DISK DF5778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5778_STAMPING: PCDSM GPS 41 1999 DF5778_PROJECTION: FLUSH DF5778_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5778+STABILITY: SURFACE MOTION DF5778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5778+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5778 DF5778 HISTORY - Date Condition Report By DF5778 HISTORY - 19990909 MONUMENTED FL-103 DF5778 DF5778 STATION DESCRIPTION DF5778 DF5778'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5778'TO REACH STATION FROM THE INTERSECTION OF CR 611 (MCMULLEN-BOOTH ROAD) DF5778'AND CR 638 (ENTERPRISE ROAD), RUN EASTERLY ON CR 638 FOR 1.4 MILES TO DF5778'THE DF5778'JUNCTION OF SR 590 (PHILIPPE PARKWAY), TURN LEFT AND RUN NORTHERLY ON DF5778'SR DF5778'590 FOR 267 FT. TO THE ENTRANCE TO PHILIPPE PARK, TURN RIGHT AND RUN DF5778'EASTERLY AND NORTHERLY 0.1 MILE TO PHILIPPE PARK BOAT RAMP. STATION DF5778'IS 14.5 DF5778'FT. NORTH OF THE CENTERLINE OF THE BOAT RAMP, 9.5 FT. WEST OF EAST DF5778'FACE OF DF5778'SEAWALL, 3.5 FT. SOUTH OF THE NORTH FACE OF SEAWALL, 2 FT. WEST OF DF5778'MARKER. DF5778'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. DF5778' DF5778' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5820 *********************************************************************** DF5820 DESIGNATION - PCDSM GPS 42 DF5820 PID - DF5820 DF5820 STATE/COUNTY- FL/PINELLAS DF5820 USGS QUAD - OLDSMAR (1987) DF5820 DF5820 *CURRENT SURVEY CONTROL DF5820 ___________________________________________________________________ DF5820* NAD 83(1999)- 28 00 39.86961(N) 082 40 48.54925(W) ADJUSTED DF5820* NAVD 88 - 2.3 (meters) 8. (feet) GPS OBS DF5820 ___________________________________________________________________ DF5820 X - 717,960.952 (meters) COMP DF5820 Y - -5,589,199.563 (meters) COMP DF5820 Z - 2,977,578.314 (meters) COMP DF5820 LAPLACE CORR- -1.48 (seconds) DEFLEC99 DF5820 ELLIP HEIGHT- -22.49 (meters) (05/29/03) GPS OBS DF5820 GEOID HEIGHT- -24.77 (meters) GEOID99 DF5820 DF5820 HORZ ORDER - FIRST DF5820 ELLP ORDER - FOURTH CLASS II DF5820 DF5820.The horizontal coordinates were established by GPS observations DF5820.and adjusted by the National Geodetic Survey in May 2003. DF5820 DF5820.The orthometric height was determined by GPS observations and a DF5820.high-resolution geoid model. DF5820 DF5820.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5820 DF5820.The Laplace correction was computed from DEFLEC99 derived deflections. DF5820 DF5820.The ellipsoidal height was determined by GPS observations DF5820.and is referenced to NAD 83. DF5820 DF5820.The geoid height was determined by GEOID99. DF5820 DF5820; North East Units Scale Converg. DF5820;SPC FL W - 407,622.696 133,108.814 MT 0.99999638 -0 19 10.0 DF5820;UTM 17 - 3,099,566.916 334,806.725 MT 0.99993682 -0 47 21.3 DF5820 DF5820|---------------------------------------------------------------------| DF5820| PID Reference Object Distance Geod. Az | DF5820| dddmmss.s | DF5820| DF5778 PCDSM GPS 41 397.210 METERS 32358 | DF5820|---------------------------------------------------------------------| DF5820 DF5820 SUPERSEDED SURVEY CONTROL DF5820 DF5820.No superseded survey control is available for this station. DF5820 DF5820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3480799567(NAD 83) DF5820_MARKER: DD = SURVEY DISK DF5820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5820_STAMPING: PCDSM GPS 42 1999 DF5820_PROJECTION: FLUSH DF5820_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5820+STABILITY: SURFACE MOTION DF5820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5820+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5820 DF5820 HISTORY - Date Condition Report By DF5820 HISTORY - 19990909 MONUMENTED FL-103 DF5820 DF5820 STATION DESCRIPTION DF5820 DF5820'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5820'TO REACH STATION FROM THE INTERSECTION OF CR 611 (MCMULLEN-BOOTH ROAD) DF5820'AND CR 638 (ENTERPRISE ROAD), RUN EASTERLY ON CR 638 FOR 1.4 MILES TO DF5820'THE DF5820'JUNCTION OF SR 590 (PHILIPPE PARKWAY), TURN LEFT AND RUN NORTHERLY ON DF5820'SR DF5820'590 FOR 267 FT. TO THE ENTRANCE TO PHILIPPE PARK, TURN RIGHT AND RUN DF5820'EASTERLY AND SOUTHERLY 0.2 MILE. STATION IS ON THE LEFT 128 FT. EAST DF5820'OF THE DF5820'CENTERLINE OF THE BAYSHORE BLVD, 18 FT. WEST OF THE WEST FENCE OF A DF5820'WEATHER STATION, 50 FT. S 80 E OF A 24IN OAK TREE, 1.5 FT. WEST OF DF5820'MARKER. SET DF5820'IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. DF5820' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5821 *********************************************************************** DF5821 DESIGNATION - PCDSM GPS 43 DF5821 PID - DF5821 DF5821 STATE/COUNTY- FL/PINELLAS DF5821 USGS QUAD - PASS-A-GRILLE BEACH (1994) DF5821 DF5821 *CURRENT SURVEY CONTROL DF5821 ___________________________________________________________________ DF5821* NAD 83(1999)- 27 43 16.95860(N) 082 44 26.99595(W) ADJUSTED DF5821* NAVD 88 - 1.8 (meters) 6. (feet) GPS OBS DF5821 ___________________________________________________________________ DF5821 X - 713,937.302 (meters) COMP DF5821 Y - -5,604,841.906 (meters) COMP DF5821 Z - 2,949,197.629 (meters) COMP DF5821 LAPLACE CORR- -1.57 (seconds) DEFLEC99 DF5821 ELLIP HEIGHT- -22.49 (meters) (05/29/03) GPS OBS DF5821 GEOID HEIGHT- -24.20 (meters) GEOID99 DF5821 DF5821 HORZ ORDER - FIRST DF5821 ELLP ORDER - FOURTH CLASS II DF5821 DF5821.The horizontal coordinates were established by GPS observations DF5821.and adjusted by the National Geodetic Survey in May 2003. DF5821 DF5821.The orthometric height was determined by GPS observations and a DF5821.high-resolution geoid model. DF5821 DF5821.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5821 DF5821.The Laplace correction was computed from DEFLEC99 derived deflections. DF5821 DF5821.The ellipsoidal height was determined by GPS observations DF5821.and is referenced to NAD 83. DF5821 DF5821.The geoid height was determined by GEOID99. DF5821 DF5821; North East Units Scale Converg. DF5821;SPC FL W - 375,554.325 126,946.926 MT 1.00000703 -0 20 40.7 DF5821;UTM 17 - 3,067,551.549 328,383.670 MT 0.99996354 -0 48 35.9 DF5821 DF5821|---------------------------------------------------------------------| DF5821| PID Reference Object Distance Geod. Az | DF5821| dddmmss.s | DF5821| DF5822 PCDSM GPS 44 221.317 METERS 11234 | DF5821|---------------------------------------------------------------------| DF5821 DF5821 SUPERSEDED SURVEY CONTROL DF5821 DF5821.No superseded survey control is available for this station. DF5821 DF5821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2838467552(NAD 83) DF5821_MARKER: DD = SURVEY DISK DF5821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5821_STAMPING: PCDSM GPS 43 1999 DF5821_PROJECTION: FLUSH DF5821_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5821+STABILITY: SURFACE MOTION DF5821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5821+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5821 DF5821 HISTORY - Date Condition Report By DF5821 HISTORY - 19990909 MONUMENTED FL-103 DF5821 DF5821 STATION DESCRIPTION DF5821 DF5821'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5821'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY 19 AND SR 682 DF5821'(54TH DF5821'AVENUE SOUTH), RUN WESTERLY ON SR 682 FOR 3.6 MILES TO THE DF5821'INTERSECTION DF5821'OF SR 682 (PINELLAS BAYWAY) AND SR 699 (GULF BLVD), TURN RIGHT AND RUN DF5821'NORTHERLY ON SR 699 FOR 0.8 MILES TURN LEFT INTO THE PARKING LOT FOR DF5821'ST. DF5821'PETE BEACH ACCESS, A PINELLAS COUNTY PARK. STATION IS IN THE DF5821'FLOWERBED DF5821'EAST OF THE RESTROOMS, 19.7 FT. N 50 E OF NORTH END OF 3.5 FT. HIGH DF5821'CONCRETE DF5821'WALL SOUTHEAST OF THE RESTROOMS, 21 FT. S 70 E OF WATER FOUNTAIN AT DF5821'RESTROOMS, 2.3 FT. SOUTH OF MARKER. SET IN THE TOP OF A CONCRETE DF5821'MONUMENT THAT IS FLUSH WITH THE GROUND. DF5821' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5822 *********************************************************************** DF5822 DESIGNATION - PCDSM GPS 44 DF5822 PID - DF5822 DF5822 STATE/COUNTY- FL/PINELLAS DF5822 USGS QUAD - PASS-A-GRILLE BEACH (1994) DF5822 DF5822 *CURRENT SURVEY CONTROL DF5822 ___________________________________________________________________ DF5822* NAD 83(1999)- 27 43 14.19909(N) 082 44 19.53533(W) ADJUSTED DF5822* NAVD 88 - 1.2 (meters) 4. (feet) GPS OBS DF5822 ___________________________________________________________________ DF5822 X - 714,144.952 (meters) COMP DF5822 Y - -5,604,854.713 (meters) COMP DF5822 Z - 2,949,122.138 (meters) COMP DF5822 LAPLACE CORR- -1.57 (seconds) DEFLEC99 DF5822 ELLIP HEIGHT- -23.13 (meters) (05/29/03) GPS OBS DF5822 GEOID HEIGHT- -24.20 (meters) GEOID99 DF5822 DF5822 HORZ ORDER - FIRST DF5822 ELLP ORDER - FOURTH CLASS II DF5822 DF5822.The horizontal coordinates were established by GPS observations DF5822.and adjusted by the National Geodetic Survey in May 2003. DF5822 DF5822.The orthometric height was determined by GPS observations and a DF5822.high-resolution geoid model. DF5822 DF5822.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5822 DF5822.The Laplace correction was computed from DEFLEC99 derived deflections. DF5822 DF5822.The ellipsoidal height was determined by GPS observations DF5822.and is referenced to NAD 83. DF5822 DF5822.The geoid height was determined by GEOID99. DF5822 DF5822; North East Units Scale Converg. DF5822;SPC FL W - 375,468.155 127,150.781 MT 1.00000666 -0 20 37.2 DF5822;UTM 17 - 3,067,463.730 328,586.810 MT 0.99996268 -0 48 32.4 DF5822 DF5822|---------------------------------------------------------------------| DF5822| PID Reference Object Distance Geod. Az | DF5822| dddmmss.s | DF5822| DF5821 PCDSM GPS 43 221.317 METERS 29234 | DF5822|---------------------------------------------------------------------| DF5822 DF5822 SUPERSEDED SURVEY CONTROL DF5822 DF5822.No superseded survey control is available for this station. DF5822 DF5822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2858767464(NAD 83) DF5822_MARKER: DD = SURVEY DISK DF5822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5822_STAMPING: PCDSM GPS 44 1999 DF5822_PROJECTION: FLUSH DF5822_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5822+STABILITY: SURFACE MOTION DF5822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5822+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5822 DF5822 HISTORY - Date Condition Report By DF5822 HISTORY - 19990909 MONUMENTED FL-103 DF5822 DF5822 STATION DESCRIPTION DF5822 DF5822'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5822'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY 19 AND SR 682 DF5822'(54TH DF5822'AVENUE SOUTH), RUN WESTERLY ON SR 682 FOR 3.6 MILES TO THE DF5822'INTERSECTION DF5822'OF SR 682 (PINELLAS BAYWAY) AND SR 699 (GULF BLVD), TURN RIGHT AND RUN DF5822'NORTHERLY ON SR 699 FOR 0.7 MILES TO THE INTERSECTION OF SR 699 AND DF5822'46TH DF5822'AVENUE, TURN RIGHT AND RUN EAST ON 46TH AVENUE FOR 350 FT. STATION IS DF5822'ON DF5822'THE RIGHT IN LIDO PARK, 61 FT. SOUTH OF THE CENTERLINE OF 46TH AVENUE, DF5822'68.3 DF5822'FT. S 55 E OF PP122708, 57.5 FT. S 75 W OF PPB113221, 57.8 FT. S DF5822'25 W OF PPB241685. DF5822'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. DF5822' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5779 *********************************************************************** DF5779 DESIGNATION - PCDSM GPS 46 DF5779 PID - DF5779 DF5779 STATE/COUNTY- FL/PINELLAS DF5779 USGS QUAD - OLDSMAR (1987) DF5779 DF5779 *CURRENT SURVEY CONTROL DF5779 ___________________________________________________________________ DF5779* NAD 83(1999)- 28 01 54.70528(N) 082 40 04.92854(W) ADJUSTED DF5779* NAVD 88 - 2.4 (meters) 8. (feet) GPS OBS DF5779 ___________________________________________________________________ DF5779 X - 719,004.814 (meters) COMP DF5779 Y - -5,587,974.145 (meters) COMP DF5779 Z - 2,979,611.917 (meters) COMP DF5779 LAPLACE CORR- -1.39 (seconds) DEFLEC99 DF5779 ELLIP HEIGHT- -22.53 (meters) (05/29/03) GPS OBS DF5779 GEOID HEIGHT- -24.83 (meters) GEOID99 DF5779 DF5779 HORZ ORDER - FIRST DF5779 ELLP ORDER - FOURTH CLASS II DF5779 DF5779.The horizontal coordinates were established by GPS observations DF5779.and adjusted by the National Geodetic Survey in May 2003. DF5779 DF5779.The orthometric height was determined by GPS observations and a DF5779.high-resolution geoid model. DF5779 DF5779.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5779 DF5779.The Laplace correction was computed from DEFLEC99 derived deflections. DF5779 DF5779.The ellipsoidal height was determined by GPS observations DF5779.and is referenced to NAD 83. DF5779 DF5779.The geoid height was determined by GEOID99. DF5779 DF5779; North East Units Scale Converg. DF5779;SPC FL W - 409,919.750 134,313.125 MT 0.99999441 -0 18 50.3 DF5779;UTM 17 - 3,101,853.876 336,029.762 MT 0.99993185 -0 47 02.7 DF5779 DF5779|---------------------------------------------------------------------| DF5779| PID Reference Object Distance Geod. Az | DF5779| dddmmss.s | DF5779| DF5777 PCDSM GPS 45 294.015 METERS 27205 | DF5779|---------------------------------------------------------------------| DF5779 DF5779 SUPERSEDED SURVEY CONTROL DF5779 DF5779.No superseded survey control is available for this station. DF5779 DF5779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3603001854(NAD 83) DF5779_MARKER: DD = SURVEY DISK DF5779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5779_STAMPING: PCDSM GPS 46 1999 DF5779_PROJECTION: FLUSH DF5779_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5779+STABILITY: SURFACE MOTION DF5779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5779+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5779 DF5779 HISTORY - Date Condition Report By DF5779 HISTORY - 19990909 MONUMENTED FL-103 DF5779 DF5779 STATION DESCRIPTION DF5779 DF5779'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5779'TO REACH STATION FROM THE INTERSECTION OF SR 580 AND CR 611 DF5779'(MCMULLEN-BOOTH ROAD), RUN EASTERLY ON SR 580 FOR 2 MILES TO THE DF5779'JUNCTION OF SR 580B (ST. PETERSBURG DRIVE W), TURN RIGHT AND RUN DF5779'EASTERLY FOR 0.8 MILE TO THE JUNCTION OF BAYVIEW BOULEVARD, TURN RIGHT DF5779'AND RUN SOUTHERLY ON BAYVIEW BOULEVARD TO THE JUNCTION OF SHORE DF5779'DRIVE W, TURN LEFT AND RUN WESTERLY ON SHORE DRIVE W FOR 47 FT. DF5779'STATION DF5779'IS ON THE LEFT IN THE MEDIAN, 13 FT. SOUTH OF THE SOUTH EDGE OF DF5779'PAVEMENT DF5779'OF THE WEST BOUND LANE OF SHORE DRIVE W, 2 FT. WEST OF MARKER. SET IN DF5779'THE DF5779'TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. DF5779' DF5779' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5823 *********************************************************************** DF5823 DESIGNATION - PCDSM GPS 47 DF5823 PID - DF5823 DF5823 STATE/COUNTY- FL/PINELLAS DF5823 USGS QUAD - OLDSMAR (1987) DF5823 DF5823 *CURRENT SURVEY CONTROL DF5823 ___________________________________________________________________ DF5823* NAD 83(1999)- 28 03 16.99118(N) 082 42 09.02328(W) ADJUSTED DF5823* NAVD 88 - 3.6 (meters) 12. (feet) GPS OBS DF5823 ___________________________________________________________________ DF5823 X - 715,491.670 (meters) COMP DF5823 Y - -5,587,225.538 (meters) COMP DF5823 Z - 2,981,848.119 (meters) COMP DF5823 LAPLACE CORR- -1.60 (seconds) DEFLEC99 DF5823 ELLIP HEIGHT- -21.32 (meters) (05/29/03) GPS OBS DF5823 GEOID HEIGHT- -24.83 (meters) GEOID99 DF5823 DF5823 HORZ ORDER - FIRST DF5823 ELLP ORDER - FOURTH CLASS II DF5823 DF5823.The horizontal coordinates were established by GPS observations DF5823.and adjusted by the National Geodetic Survey in May 2003. DF5823 DF5823.The orthometric height was determined by GPS observations and a DF5823.high-resolution geoid model. DF5823 DF5823.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5823 DF5823.The Laplace correction was computed from DEFLEC99 derived deflections. DF5823 DF5823.The ellipsoidal height was determined by GPS observations DF5823.and is referenced to NAD 83. DF5823 DF5823.The geoid height was determined by GEOID99. DF5823 DF5823; North East Units Scale Converg. DF5823;SPC FL W - 412,471.799 130,938.180 MT 1.00000002 -0 19 49.5 DF5823;UTM 17 - 3,104,433.390 332,676.075 MT 0.99994556 -0 48 03.2 DF5823 DF5823|---------------------------------------------------------------------| DF5823| PID Reference Object Distance Geod. Az | DF5823| dddmmss.s | DF5823| DF5824 PCDSM GPS 48 224.551 METERS 15201 | DF5823|---------------------------------------------------------------------| DF5823 DF5823 SUPERSEDED SURVEY CONTROL DF5823 DF5823.No superseded survey control is available for this station. DF5823 DF5823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3267604433(NAD 83) DF5823_MARKER: DD = SURVEY DISK DF5823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5823_STAMPING: PCDSM GPS 47 1999 DF5823_PROJECTION: FLUSH DF5823_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5823+STABILITY: SURFACE MOTION DF5823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5823+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5823 DF5823 HISTORY - Date Condition Report By DF5823 HISTORY - 19990909 MONUMENTED FL-103 DF5823 DF5823 STATION DESCRIPTION DF5823 DF5823'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5823'TO REACH STATION FROM THE INTERSECTION OF US 19 AND CR 752 (TAMPA DF5823'ROAD), DF5823'RUN EASTERLY ON CR 752 FOR 2.5 MILES. STATION IS ON THE RIGHT, 19 FT. DF5823'SOUTH DF5823'OF THE BACK OF CURB OF CR 752, 41 FT. N 80 W OF PP 1734245307, 127 DF5823'FT. NORTH OF DF5823'BALLFIELD LIGHT POLE OUTSIDE OF BALLFIELD FENCE NEAR SHED, 2FT. NORTH DF5823'OF DF5823'MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE DF5823'GROUND. DF5823' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5824 *********************************************************************** DF5824 DESIGNATION - PCDSM GPS 48 DF5824 PID - DF5824 DF5824 STATE/COUNTY- FL/PINELLAS DF5824 USGS QUAD - OLDSMAR (1987) DF5824 DF5824 *CURRENT SURVEY CONTROL DF5824 ___________________________________________________________________ DF5824* NAD 83(1999)- 28 03 10.54934(N) 082 42 05.16542(W) ADJUSTED DF5824* NAVD 88 - 3.9 (meters) 13. (feet) GPS OBS DF5824 ___________________________________________________________________ DF5824 X - 715,608.051 (meters) COMP DF5824 Y - -5,587,304.923 (meters) COMP DF5824 Z - 2,981,673.258 (meters) COMP DF5824 LAPLACE CORR- -1.60 (seconds) DEFLEC99 DF5824 ELLIP HEIGHT- -21.02 (meters) (05/29/03) GPS OBS DF5824 GEOID HEIGHT- -24.83 (meters) GEOID99 DF5824 DF5824 HORZ ORDER - FIRST DF5824 ELLP ORDER - FOURTH CLASS II DF5824 DF5824.The horizontal coordinates were established by GPS observations DF5824.and adjusted by the National Geodetic Survey in May 2003. DF5824 DF5824.The orthometric height was determined by GPS observations and a DF5824.high-resolution geoid model. DF5824 DF5824.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5824 DF5824.The Laplace correction was computed from DEFLEC99 derived deflections. DF5824 DF5824.The ellipsoidal height was determined by GPS observations DF5824.and is referenced to NAD 83. DF5824 DF5824.The geoid height was determined by GEOID99. DF5824 DF5824; North East Units Scale Converg. DF5824;SPC FL W - 412,272.894 131,042.390 MT 0.99999985 -0 19 47.6 DF5824;UTM 17 - 3,104,233.646 332,778.643 MT 0.99994514 -0 48 01.3 DF5824 DF5824|---------------------------------------------------------------------| DF5824| PID Reference Object Distance Geod. Az | DF5824| dddmmss.s | DF5824| DF5823 PCDSM GPS 47 224.551 METERS 33201 | DF5824|---------------------------------------------------------------------| DF5824 DF5824 SUPERSEDED SURVEY CONTROL DF5824 DF5824.No superseded survey control is available for this station. DF5824 DF5824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3277904234(NAD 83) DF5824_MARKER: DD = SURVEY DISK DF5824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5824_STAMPING: PCDSM GPS 48 1999 DF5824_PROJECTION: FLUSH DF5824_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5824+STABILITY: SURFACE MOTION DF5824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5824+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5824 DF5824 HISTORY - Date Condition Report By DF5824 HISTORY - 19990909 MONUMENTED FL-103 DF5824 DF5824 STATION DESCRIPTION DF5824 DF5824'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5824'TO REACH STATION FROM THE INTERSECTION OF US 19 AND CR 752 (TAMPA DF5824'ROAD), DF5824'RUN EASTERLY ON CR 752 FOR 2.6 MILES TO THE ENTRANCE ROAD TO EAST LAKE DF5824'CLUB APARTMENTS, TURN RIGHT AND RUN SOUTHERLY TO THE ENTRANCE GATE DF5824'OF EAST LAKE CLUB APARTMENTS. STATION IS ON THE RIGHT, 111 FT. NORTH DF5824'OF DF5824'THE BACK OF CURB OF THE ENTRANCE ROAD TO EAST LAKE CLUB APARTMENTS, 12 DF5824'FT. WEST OF THE TOP OF BANK OF POND, 146 FT. S 55 E OF BALLFIELD DF5824'LIGHT, 1.5 FT. DF5824'WEST OF MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH DF5824'WITH THE GROUND. DF5824' DF5824' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5825 *********************************************************************** DF5825 DESIGNATION - PCDSM GPS 49 DF5825 PID - DF5825 DF5825 STATE/COUNTY- FL/PINELLAS DF5825 USGS QUAD - OLDSMAR (1987) DF5825 DF5825 *CURRENT SURVEY CONTROL DF5825 ___________________________________________________________________ DF5825* NAD 83(1999)- 28 05 26.10498(N) 082 42 04.41405(W) ADJUSTED DF5825* NAVD 88 - 2.8 (meters) 9. (feet) GPS OBS DF5825 ___________________________________________________________________ DF5825 X - 715,378.808 (meters) COMP DF5825 Y - -5,585,353.576 (meters) COMP DF5825 Z - 2,985,354.684 (meters) COMP DF5825 LAPLACE CORR- -1.47 (seconds) DEFLEC99 DF5825 ELLIP HEIGHT- -22.16 (meters) (05/29/03) GPS OBS DF5825 GEOID HEIGHT- -24.92 (meters) GEOID99 DF5825 DF5825 HORZ ORDER - FIRST DF5825 ELLP ORDER - FOURTH CLASS II DF5825 DF5825.The horizontal coordinates were established by GPS observations DF5825.and adjusted by the National Geodetic Survey in May 2003. DF5825 DF5825.The orthometric height was determined by GPS observations and a DF5825.high-resolution geoid model. DF5825 DF5825.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5825 DF5825.The Laplace correction was computed from DEFLEC99 derived deflections. DF5825 DF5825.The ellipsoidal height was determined by GPS observations DF5825.and is referenced to NAD 83. DF5825 DF5825.The geoid height was determined by GEOID99. DF5825 DF5825; North East Units Scale Converg. DF5825;SPC FL W - 416,445.583 131,086.943 MT 0.99999977 -0 19 48.7 DF5825;UTM 17 - 3,108,405.600 332,857.473 MT 0.99994481 -0 48 04.5 DF5825 DF5825|---------------------------------------------------------------------| DF5825| PID Reference Object Distance Geod. Az | DF5825| dddmmss.s | DF5825| DF5826 PCDSM GPS 50 153.742 METERS 27331 | DF5825|---------------------------------------------------------------------| DF5825 DF5825 SUPERSEDED SURVEY CONTROL DF5825 DF5825.No superseded survey control is available for this station. DF5825 DF5825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3285708406(NAD 83) DF5825_MARKER: DD = SURVEY DISK DF5825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5825_STAMPING: PCDSM GPS 49 1999 DF5825_PROJECTION: FLUSH DF5825_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5825+STABILITY: SURFACE MOTION DF5825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5825+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5825 DF5825 HISTORY - Date Condition Report By DF5825 HISTORY - 19990909 MONUMENTED FL-103 DF5825 DF5825 STATION DESCRIPTION DF5825 DF5825'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5825'TO REACH STATION FROM THE INTERSECTION OF CR 582 (KEYSTONE ROAD) AND DF5825'CR DF5825'611 (EAST LAKE ROAD), RUN SOUTHERLY ON CR 611 FOR 4.0 MILES TO THE DF5825'ENTRANCE ROAD TO JOHN CHESTNUT, SR. PARK, TURN RIGHT AND RUN WESTERLY DF5825'FOR 0.1 MILE TO THE INTERSECTION WITH THE PARK EXIT ROAD (FIRST DF5825'RIGHT), DF5825'TURN RIGHT AND RUN NORTHERLY 673 FT. STATION IS ON THE LEFT, 121 FT. DF5825'WEST DF5825'OF EDGE OF PAVEMENT OF EXIT ROAD AT SPILLWAY, 93 FT. S 30 W OF 15IN DF5825'PINE TREE, DF5825'330 FT. N 55 E OF SOFTBALL FIELD BACKSTOP (DOWN RIGHT FIELD FOUL DF5825'LINE), 2 FT. DF5825'EAST OF MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH DF5825'WITH THE GROUND. DF5825' DF5825' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5826 *********************************************************************** DF5826 DESIGNATION - PCDSM GPS 50 DF5826 PID - DF5826 DF5826 STATE/COUNTY- FL/PINELLAS DF5826 USGS QUAD - OLDSMAR (1987) DF5826 DF5826 *CURRENT SURVEY CONTROL DF5826 ___________________________________________________________________ DF5826* NAD 83(1999)- 28 05 26.41077(N) 082 42 10.03508(W) ADJUSTED DF5826* NAVD 88 - 2.8 (meters) 9. (feet) GPS OBS DF5826 ___________________________________________________________________ DF5826 X - 715,226.030 (meters) COMP DF5826 Y - -5,585,368.638 (meters) COMP DF5826 Z - 2,985,362.970 (meters) COMP DF5826 LAPLACE CORR- -1.48 (seconds) DEFLEC99 DF5826 ELLIP HEIGHT- -22.20 (meters) (05/29/03) GPS OBS DF5826 GEOID HEIGHT- -24.92 (meters) GEOID99 DF5826 DF5826 HORZ ORDER - FIRST DF5826 ELLP ORDER - FOURTH CLASS II DF5826 DF5826.The horizontal coordinates were established by GPS observations DF5826.and adjusted by the National Geodetic Survey in May 2003. DF5826 DF5826.The orthometric height was determined by GPS observations and a DF5826.high-resolution geoid model. DF5826 DF5826.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5826 DF5826.The Laplace correction was computed from DEFLEC99 derived deflections. DF5826 DF5826.The ellipsoidal height was determined by GPS observations DF5826.and is referenced to NAD 83. DF5826 DF5826.The geoid height was determined by GEOID99. DF5826 DF5826; North East Units Scale Converg. DF5826;SPC FL W - 416,455.881 130,933.546 MT 1.00000003 -0 19 51.4 DF5826;UTM 17 - 3,108,417.159 332,704.174 MT 0.99994544 -0 48 07.1 DF5826 DF5826|---------------------------------------------------------------------| DF5826| PID Reference Object Distance Geod. Az | DF5826| dddmmss.s | DF5826| DF5825 PCDSM GPS 49 153.742 METERS 09331 | DF5826|---------------------------------------------------------------------| DF5826 DF5826 SUPERSEDED SURVEY CONTROL DF5826 DF5826.No superseded survey control is available for this station. DF5826 DF5826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3270408417(NAD 83) DF5826_MARKER: DD = SURVEY DISK DF5826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5826_STAMPING: PCDSM GPS 50 1999 DF5826_PROJECTION: FLUSH DF5826_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5826+STABILITY: SURFACE MOTION DF5826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5826+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5826 DF5826 HISTORY - Date Condition Report By DF5826 HISTORY - 19990909 MONUMENTED FL-103 DF5826 DF5826 STATION DESCRIPTION DF5826 DF5826'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5826'TO REACH STATION FROM THE INTERSECTION OF CR 582 (KEYSTONE ROAD) AND DF5826'CR DF5826'611 (EAST LAKE ROAD), RUN SOUTHERLY ON CR 611 FOR 4.0 MILES TO THE DF5826'ENTRANCE ROAD TO JOHN CHESTNUT, SR. PARK, TURN RIGHT AND RUN WESTERLY DF5826'FOR 0.2 MILE TO THE ENTRANCE TO THE PARKING LOT FOR SHELTER 3. DF5826'STATION IS DF5826'ON THE RIGHT, 244 FT. NORTH OF THE CENTERLINE OF THE PARK ROAD AT THE DF5826'ENTRANCE TO THE PARKING LOT FOR SHELTER 3, 106 FT. N 10 E FROM GRATE DF5826'INLET AT EDGE OF PAVEMENT AT WEST END OF SHELTER 3 PARKING LOT (ALSO DF5826'THE BALLFIELD PARKING LOT), 145 FT. N 70 E FROM THE NORTHEAST CORNER DF5826'OF DF5826'CONCRETE PAD FOR SHELTER 3, 60 FT. SOUTH OF 24IN PINE TREE, 69 FT. S DF5826'60 E OF DF5826'18IN PINE TREE, 1.5 FT. SOUTH OF MARKER. SET IN THE TOP OF A CONCRETE DF5826'MONUMENT THAT IS FLUSH WITH THE GROUND. DF5826' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5827 *********************************************************************** DF5827 DESIGNATION - PCDSM GPS 51 DF5827 PID - DF5827 DF5827 STATE/COUNTY- FL/PINELLAS DF5827 USGS QUAD - ELFERS (1987) DF5827 DF5827 *CURRENT SURVEY CONTROL DF5827 ___________________________________________________________________ DF5827* NAD 83(1999)- 28 08 11.72249(N) 082 41 24.33656(W) ADJUSTED DF5827* NAVD 88 - 5.5 (meters) 18. (feet) GPS OBS DF5827 ___________________________________________________________________ DF5827 X - 716,158.644 (meters) COMP DF5827 Y - -5,582,833.793 (meters) COMP DF5827 Z - 2,989,852.660 (meters) COMP DF5827 LAPLACE CORR- -1.26 (seconds) DEFLEC99 DF5827 ELLIP HEIGHT- -19.62 (meters) (05/29/03) GPS OBS DF5827 GEOID HEIGHT- -25.05 (meters) GEOID99 DF5827 DF5827 HORZ ORDER - FIRST DF5827 ELLP ORDER - FOURTH CLASS II DF5827 DF5827.The horizontal coordinates were established by GPS observations DF5827.and adjusted by the National Geodetic Survey in May 2003. DF5827 DF5827.The orthometric height was determined by GPS observations and a DF5827.high-resolution geoid model. DF5827 DF5827.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5827 DF5827.The Laplace correction was computed from DEFLEC99 derived deflections. DF5827 DF5827.The ellipsoidal height was determined by GPS observations DF5827.and is referenced to NAD 83. DF5827 DF5827.The geoid height was determined by GEOID99. DF5827 DF5827; North East Units Scale Converg. DF5827;SPC FL W - 421,537.553 132,209.970 MT 0.99999787 -0 19 31.6 DF5827;UTM 17 - 3,113,487.872 334,022.289 MT 0.99994002 -0 47 49.9 DF5827 DF5827: Primary Azimuth Mark Grid Az DF5827:SPC FL W - PCDSM GPS 52 143 46 12.3 DF5827:UTM 17 - PCDSM GPS 52 144 14 30.6 DF5827 DF5827|---------------------------------------------------------------------| DF5827| PID Reference Object Distance Geod. Az | DF5827| dddmmss.s | DF5827| DF5828 PCDSM GPS 52 APPROX. 0.6 KM 1432640.7 | DF5827|---------------------------------------------------------------------| DF5827 DF5827 SUPERSEDED SURVEY CONTROL DF5827 DF5827.No superseded survey control is available for this station. DF5827 DF5827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3402213488(NAD 83) DF5827_MARKER: DD = SURVEY DISK DF5827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5827_STAMPING: PCDSM GPS 51 1999 DF5827_PROJECTION: FLUSH DF5827_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5827+STABILITY: SURFACE MOTION DF5827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5827+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5827 DF5827 HISTORY - Date Condition Report By DF5827 HISTORY - 19990909 MONUMENTED FL-103 DF5827 DF5827 STATION DESCRIPTION DF5827 DF5827'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5827'TO REACH STATION FROM THE INTERSECTION OF CR 582 (KEYSTONE ROAD) AND DF5827'CR DF5827'611 (EAST LAKE ROAD), RUN SOUTHERLY ON CR 611 FOR 0.7 MILE TO THE DF5827'INTERSECTION OF CR 611 AND FORELOCK DRIVE, TURN LEFT AND RUN EASTERLY DF5827'ON FORELOCK DRIVE FOR 0.4 MILE. STATION IS ON THE RIGHT, 31 FT. SOUTH DF5827'OF THE DF5827'CENTERLINE OF FORELOCK DRIVE, 70 FT. EAST OF THE CENTERLINE OF DF5827'WOODFIELD DF5827'BOULEVARD, 24 FT. NORTH OF THE NORTH EDGE OF A 5 FT. CONCRETE DF5827'SIDEWALK, 26 DF5827'FT. S 70 E OF LP A38984, 2 FT. NORTH OF MARKER. SET IN THE TOP OF A DF5827'CONCRETE DF5827'MONUMENT THAT IS FLUSH WITH THE GROUND. DF5827' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5828 *********************************************************************** DF5828 DESIGNATION - PCDSM GPS 52 DF5828 PID - DF5828 DF5828 STATE/COUNTY- FL/PINELLAS DF5828 USGS QUAD - ELFERS (1987) DF5828 DF5828 *CURRENT SURVEY CONTROL DF5828 ___________________________________________________________________ DF5828* NAD 83(1999)- 28 07 54.76436(N) 082 41 10.15295(W) ADJUSTED DF5828* NAVD 88 - 6.6 (meters) 22. (feet) GPS OBS DF5828 ___________________________________________________________________ DF5828 X - 716,574.004 (meters) COMP DF5828 Y - -5,583,029.670 (meters) COMP DF5828 Z - 2,989,392.835 (meters) COMP DF5828 LAPLACE CORR- -1.25 (seconds) DEFLEC99 DF5828 ELLIP HEIGHT- -18.50 (meters) (05/29/03) GPS OBS DF5828 GEOID HEIGHT- -25.04 (meters) GEOID99 DF5828 DF5828 HORZ ORDER - FIRST DF5828 ELLP ORDER - FOURTH CLASS II DF5828 DF5828.The horizontal coordinates were established by GPS observations DF5828.and adjusted by the National Geodetic Survey in May 2003. DF5828 DF5828.The orthometric height was determined by GPS observations and a DF5828.high-resolution geoid model. DF5828 DF5828.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5828 DF5828.The Laplace correction was computed from DEFLEC99 derived deflections. DF5828 DF5828.The ellipsoidal height was determined by GPS observations DF5828.and is referenced to NAD 83. DF5828 DF5828.The geoid height was determined by GEOID99. DF5828 DF5828; North East Units Scale Converg. DF5828;SPC FL W - 421,013.335 132,594.060 MT 0.99999723 -0 19 24.7 DF5828;UTM 17 - 3,112,960.540 334,402.028 MT 0.99993846 -0 47 42.7 DF5828 DF5828: Primary Azimuth Mark Grid Az DF5828:SPC FL W - PCDSM GPS 51 323 46 12.1 DF5828:UTM 17 - PCDSM GPS 51 324 14 30.1 DF5828 DF5828|---------------------------------------------------------------------| DF5828| PID Reference Object Distance Geod. Az | DF5828| dddmmss.s | DF5828| DF5827 PCDSM GPS 51 APPROX. 0.6 KM 3232647.4 | DF5828|---------------------------------------------------------------------| DF5828 DF5828 SUPERSEDED SURVEY CONTROL DF5828 DF5828.No superseded survey control is available for this station. DF5828 DF5828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3440212961(NAD 83) DF5828_MARKER: DD = SURVEY DISK DF5828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5828_STAMPING: PCDSM GPS 52 1999 DF5828_PROJECTION: FLUSH DF5828_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5828+STABILITY: SURFACE MOTION DF5828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5828+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5828 DF5828 HISTORY - Date Condition Report By DF5828 HISTORY - 19990909 MONUMENTED FL-103 DF5828 DF5828 STATION DESCRIPTION DF5828 DF5828'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5828'TO REACH STATION FROM THE INTERSECTION OF CR 582 (KEYSTONE ROAD) AND DF5828'CR DF5828'611 (EAST LAKE ROAD), RUN SOUTHERLY ON CR 611 FOR 0.7 MILE TO THE DF5828'INTERSECTION OF CR 611 AND FORELOCK DRIVE, TURN LEFT AND RUN EASTERLY DF5828'ON FORELOCK DRIVE FOR 0.8 MILE. STATION IS ON THE RIGHT, 20 FT. SOUTH DF5828'OF THE DF5828'CENTERLINE OF FORELOCK DRIVE, 235 FT. WEST OF THE INTERSECTION OF DF5828'FORELOCK DRIVE AND CENTERWOOD DRIVE, 15.5 FT. SOUTH OF SOUTH EDGE OF A DF5828'5 DF5828'FT. CONCRETE SIDEWALK, 45 FT. S 50 E OF LP 2-61403, 71 FT. S 85 W OF DF5828'LP 2-61406, 2 DF5828'FT. NORTH OF MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS DF5828'FLUSH WITH THE GROUND. DF5828' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5829 *********************************************************************** DF5829 DESIGNATION - PCDSM GPS 53 DF5829 PID - DF5829 DF5829 STATE/COUNTY- FL/PINELLAS DF5829 USGS QUAD - ELFERS (1987) DF5829 DF5829 *CURRENT SURVEY CONTROL DF5829 ___________________________________________________________________ DF5829* NAD 83(1999)- 28 09 41.40484(N) 082 43 59.08532(W) ADJUSTED DF5829* NAVD 88 - 3.4 (meters) 11. (feet) GPS OBS DF5829 ___________________________________________________________________ DF5829 X - 711,804.980 (meters) COMP DF5829 Y - -5,582,075.714 (meters) COMP DF5829 Z - 2,992,285.900 (meters) COMP DF5829 LAPLACE CORR- -1.59 (seconds) DEFLEC99 DF5829 ELLIP HEIGHT- -21.71 (meters) (05/29/03) GPS OBS DF5829 GEOID HEIGHT- -25.06 (meters) GEOID99 DF5829 DF5829 HORZ ORDER - FIRST DF5829 ELLP ORDER - FOURTH CLASS II DF5829 DF5829.The horizontal coordinates were established by GPS observations DF5829.and adjusted by the National Geodetic Survey in May 2003. DF5829 DF5829.The orthometric height was determined by GPS observations and a DF5829.high-resolution geoid model. DF5829 DF5829.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5829 DF5829.The Laplace correction was computed from DEFLEC99 derived deflections. DF5829 DF5829.The ellipsoidal height was determined by GPS observations DF5829.and is referenced to NAD 83. DF5829 DF5829.The geoid height was determined by GEOID99. DF5829 DF5829; North East Units Scale Converg. DF5829;SPC FL W - 424,323.017 128,003.884 MT 1.00000513 -0 20 45.6 DF5829;UTM 17 - 3,116,307.738 329,839.511 MT 0.99995737 -0 49 05.3 DF5829 DF5829|---------------------------------------------------------------------| DF5829| PID Reference Object Distance Geod. Az | DF5829| dddmmss.s | DF5829| DF5830 PCDSM GPS 54 320.185 METERS 35746 | DF5829|---------------------------------------------------------------------| DF5829 DF5829 SUPERSEDED SURVEY CONTROL DF5829 DF5829.No superseded survey control is available for this station. DF5829 DF5829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2984016308(NAD 83) DF5829_MARKER: DD = SURVEY DISK DF5829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5829_STAMPING: PCDSM GPS 53 1999 DF5829_PROJECTION: FLUSH DF5829_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5829+STABILITY: SURFACE MOTION DF5829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5829+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5829 DF5829 HISTORY - Date Condition Report By DF5829 HISTORY - 19990909 MONUMENTED FL-103 DF5829 DF5829 STATION DESCRIPTION DF5829 DF5829'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5829'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY 19 AND SR 582 DF5829'(EAST DF5829'TARPON AVENUE), RUN 0.2 MILE EAST ON CR 582 (KEYSTONE ROAD) TO THE DF5829'INTERSECTION OF CR 582 AND JASMINE AVENUE, TURN LEFT AND RUN NORTH ON DF5829'JASMINE AVENUE FOR 1.1 MILES. STATION IS ON THE RIGHT, 19 FT. EAST OF DF5829'THE DF5829'CENTERLINE OF JASMINE AVENUE, IN THE NORTHEAST CORNER OF THE DF5829'INTERSECTION OF JASMINE AVENUE AND SAIL HARBOR CIRCLE, ACROSS THE DF5829'STREET FROM RESIDENCE 1336 JASMINE AVENUE, 44 FT. NORTH OF THE DF5829'CENTERLINE OF SAIL HARBOR CIRCLE, 67 FT. N 10 W OF FIRE HYDRANT, 1.5 DF5829'FT. WEST DF5829'OF MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH DF5829'THE DF5829'GROUND. DF5829' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5830 *********************************************************************** DF5830 DESIGNATION - PCDSM GPS 54 DF5830 PID - DF5830 DF5830 STATE/COUNTY- FL/PINELLAS DF5830 USGS QUAD - ELFERS (1987) DF5830 DF5830 *CURRENT SURVEY CONTROL DF5830 ___________________________________________________________________ DF5830* NAD 83(1999)- 28 09 51.79799(N) 082 43 59.54311(W) ADJUSTED DF5830* NAVD 88 - 1.9 (meters) 6. (feet) GPS OBS DF5830 ___________________________________________________________________ DF5830 X - 711,773.315 (meters) COMP DF5830 Y - -5,581,926.128 (meters) COMP DF5830 Z - 2,992,567.221 (meters) COMP DF5830 LAPLACE CORR- -1.59 (seconds) DEFLEC99 DF5830 ELLIP HEIGHT- -23.28 (meters) (05/29/03) GPS OBS DF5830 GEOID HEIGHT- -25.07 (meters) GEOID99 DF5830 DF5830 HORZ ORDER - FIRST DF5830 ELLP ORDER - FOURTH CLASS II DF5830 DF5830.The horizontal coordinates were established by GPS observations DF5830.and adjusted by the National Geodetic Survey in May 2003. DF5830 DF5830.The orthometric height was determined by GPS observations and a DF5830.high-resolution geoid model. DF5830 DF5830.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5830 DF5830.The Laplace correction was computed from DEFLEC99 derived deflections. DF5830 DF5830.The ellipsoidal height was determined by GPS observations DF5830.and is referenced to NAD 83. DF5830 DF5830.The geoid height was determined by GEOID99. DF5830 DF5830; North East Units Scale Converg. DF5830;SPC FL W - 424,643.030 127,993.328 MT 1.00000515 -0 20 45.9 DF5830;UTM 17 - 3,116,627.812 329,831.592 MT 0.99995740 -0 49 05.8 DF5830 DF5830|---------------------------------------------------------------------| DF5830| PID Reference Object Distance Geod. Az | DF5830| dddmmss.s | DF5830| DF5829 PCDSM GPS 53 320.185 METERS 17746 | DF5830|---------------------------------------------------------------------| DF5830 DF5830 SUPERSEDED SURVEY CONTROL DF5830 DF5830.No superseded survey control is available for this station. DF5830 DF5830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2983216628(NAD 83) DF5830_MARKER: DD = SURVEY DISK DF5830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5830_STAMPING: PCDSM GPS 54 1999 DF5830_PROJECTION: FLUSH DF5830_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5830+STABILITY: SURFACE MOTION DF5830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5830+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5830 DF5830 HISTORY - Date Condition Report By DF5830 HISTORY - 19990909 MONUMENTED FL-103 DF5830 DF5830 STATION DESCRIPTION DF5830 DF5830'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5830'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY 19 AND SR 582 DF5830'(EAST DF5830'TARPON AVENUE), RUN 0.2 MILE EAST ON CR 582 (KEYSTONE ROAD) TO THE DF5830'INTERSECTION OF CR 582 AND JASMINE AVENUE, TURN LEFT AND RUN NORTH ON DF5830'JASMINE AVENUE FOR 1.3 MILES. STATION IS ON THE LEFT, 16.5 WEST OF DF5830'THE DF5830'CENTERLINE OF JASMINE AVENUE, 45 FT. SOUTH OF THE CENTERLINE OF SAIL DF5830'HARBOR CIRCLE, 45 FT. S 75 W OF WATER VALVE IN THE CURB IN THE DF5830'SOUTHEAST DF5830'CORNER OF THE INTERSECTION OF JASMINE AVENUE AND SAIL HARBOR CIRCLE, DF5830'1.5 DF5830'FT. EAST OF MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS DF5830'FLUSH DF5830'WITH THE GROUND. DF5830' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5831 *********************************************************************** DF5831 DESIGNATION - PCDSM GPS 55 DF5831 PID - DF5831 DF5831 STATE/COUNTY- FL/PINELLAS DF5831 USGS QUAD - TARPON SPRINGS (1995) DF5831 DF5831 *CURRENT SURVEY CONTROL DF5831 ___________________________________________________________________ DF5831* NAD 83(1999)- 28 09 16.14268(N) 082 45 21.49235(W) ADJUSTED DF5831* NAVD 88 - 3.7 (meters) 12. (feet) GPS OBS DF5831 ___________________________________________________________________ DF5831 X - 709,621.077 (meters) COMP DF5831 Y - -5,582,723.966 (meters) COMP DF5831 Z - 2,991,600.413 (meters) COMP DF5831 LAPLACE CORR- -1.70 (seconds) DEFLEC99 DF5831 ELLIP HEIGHT- -21.41 (meters) (05/29/03) GPS OBS DF5831 GEOID HEIGHT- -25.01 (meters) GEOID99 DF5831 DF5831 HORZ ORDER - FIRST DF5831 ELLP ORDER - FOURTH CLASS II DF5831 DF5831.The horizontal coordinates were established by GPS observations DF5831.and adjusted by the National Geodetic Survey in May 2003. DF5831 DF5831.The orthometric height was determined by GPS observations and a DF5831.high-resolution geoid model. DF5831 DF5831.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5831 DF5831.The Laplace correction was computed from DEFLEC99 derived deflections. DF5831 DF5831.The ellipsoidal height was determined by GPS observations DF5831.and is referenced to NAD 83. DF5831 DF5831.The geoid height was determined by GEOID99. DF5831 DF5831; North East Units Scale Converg. DF5831;SPC FL W - 423,559.146 125,750.848 MT 1.00000919 -0 21 24.2 DF5831;UTM 17 - 3,115,562.490 327,580.359 MT 0.99996692 -0 49 43.5 DF5831 DF5831|---------------------------------------------------------------------| DF5831| PID Reference Object Distance Geod. Az | DF5831| dddmmss.s | DF5831| DF5832 PCDSM GPS 56 342.628 METERS 10253 | DF5831|---------------------------------------------------------------------| DF5831 DF5831 SUPERSEDED SURVEY CONTROL DF5831 DF5831.No superseded survey control is available for this station. DF5831 DF5831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2758015562(NAD 83) DF5831_MARKER: DD = SURVEY DISK DF5831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5831_STAMPING: PCDSM GPS 55 1999 DF5831_PROJECTION: FLUSH DF5831_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5831+STABILITY: SURFACE MOTION DF5831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5831+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5831 DF5831 HISTORY - Date Condition Report By DF5831 HISTORY - 19990909 MONUMENTED FL-103 DF5831 DF5831 STATION DESCRIPTION DF5831 DF5831'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5831'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY 19 AND SR 582 DF5831'(EAST DF5831'TARPON AVENUE), RUN WEST ON SR 582 FOR 0.8 MILE TO THE INTERSECTION OF DF5831'SR DF5831'582 AND SAFFORD AVENUE, TURN RIGHT AND RUN NORTH ON SAFFORD AVENUE DF5831'FOR 0.5 MILE TO THE INTERSECTION OF SAFFORD AVENUE AND LIVE OAK DF5831'STREET, DF5831'TURN LEFT AND RUN WEST ON LIVE OAK STREET FOR 0.1 MILE. STATION IS ON DF5831'THE DF5831'RIGHT, IN THE BEND OF THE ROAD, ACROSS THE STREET FROM BALLY HOO DF5831'GRILL, 27 DF5831'FT. EAST OF THE CENTERLINE OF LIVE OAK STREET, 1.7 FT. EAST OF EAST DF5831'EDGE OF 5 DF5831'FT. CONCRETE SIDEWALK, 51 FT. N 40 W OF CURB INLET WITH MANHOLE IN DF5831'TOP, 70 DF5831'FT. S 10 E OF LP B76492, 1.5 FT. WEST OF MARKER. SET IN THE TOP OF A DF5831'CONCRETE DF5831'MONUMENT THAT IS FLUSH WITH THE GROUND. DF5831' DF5831' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5832 *********************************************************************** DF5832 DESIGNATION - PCDSM GPS 56 DF5832 PID - DF5832 DF5832 STATE/COUNTY- FL/PINELLAS DF5832 USGS QUAD - TARPON SPRINGS (1995) DF5832 DF5832 *CURRENT SURVEY CONTROL DF5832 ___________________________________________________________________ DF5832* NAD 83(1999)- 28 09 13.66163(N) 082 45 09.25040(W) ADJUSTED DF5832* NAVD 88 - 2.6 (meters) 9. (feet) GPS OBS DF5832 ___________________________________________________________________ DF5832 X - 709,956.837 (meters) COMP DF5832 Y - -5,582,716.618 (meters) COMP DF5832 Z - 2,991,532.550 (meters) COMP DF5832 LAPLACE CORR- -1.68 (seconds) DEFLEC99 DF5832 ELLIP HEIGHT- -22.52 (meters) (05/29/03) GPS OBS DF5832 GEOID HEIGHT- -25.01 (meters) GEOID99 DF5832 DF5832 HORZ ORDER - FIRST DF5832 ELLP ORDER - FOURTH CLASS II DF5832 DF5832.The horizontal coordinates were established by GPS observations DF5832.and adjusted by the National Geodetic Survey in May 2003. DF5832 DF5832.The orthometric height was determined by GPS observations and a DF5832.high-resolution geoid model. DF5832 DF5832.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5832 DF5832.The Laplace correction was computed from DEFLEC99 derived deflections. DF5832 DF5832.The ellipsoidal height was determined by GPS observations DF5832.and is referenced to NAD 83. DF5832 DF5832.The geoid height was determined by GEOID99. DF5832 DF5832; North East Units Scale Converg. DF5832;SPC FL W - 423,480.696 126,084.377 MT 1.00000858 -0 21 18.4 DF5832;UTM 17 - 3,115,481.298 327,913.215 MT 0.99996551 -0 49 37.7 DF5832 DF5832|---------------------------------------------------------------------| DF5832| PID Reference Object Distance Geod. Az | DF5832| dddmmss.s | DF5832| DF5831 PCDSM GPS 55 342.628 METERS 28253 | DF5832|---------------------------------------------------------------------| DF5832 DF5832 SUPERSEDED SURVEY CONTROL DF5832 DF5832.No superseded survey control is available for this station. DF5832 DF5832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2791315481(NAD 83) DF5832_MARKER: DD = SURVEY DISK DF5832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5832_STAMPING: PCDSM GPS 56 1999 DF5832_PROJECTION: FLUSH DF5832_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5832+STABILITY: SURFACE MOTION DF5832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5832+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5832 DF5832 HISTORY - Date Condition Report By DF5832 HISTORY - 19990909 MONUMENTED FL-103 DF5832 DF5832 STATION DESCRIPTION DF5832 DF5832'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5832'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY 19 AND SR 582 DF5832'(EAST DF5832'TARPON AVENUE), RUN WEST ON SR 582 FOR 0.8 MILE TO THE INTERSECTION OF DF5832'SR DF5832'582 AND SAFFORD AVENUE, TURN RIGHT AND RUN NORTH ON SAFFORD AVENUE DF5832'FOR 0.5 MILE TO THE INTERSECTION OF SAFFORD AVENUE AND LIVE OAK DF5832'STREET, DF5832'TURN RIGHT AND RUN 0.1 MILE EAST ON LIVE OAK STREET. STATION IS ON DF5832'THE DF5832'RIGHT, 16.5 FT. SOUTH OF CENTERLINE OF LIVE OAK STREET, 80 FT. WEST OF DF5832'THE DF5832'INTERSECTION OF PINELLAS TRAIL AND LIVE OAK STREET, 1.3 FT. SOUTH OF DF5832'THE DF5832'BACK OF CURB OF LIVE OAK STREET, 24 FT. NORTH OF THE CENTERLINE OF DF5832'PINELLAS TRAIL, 19 FT. EAST OF THE EAST ENDPOST OF AN ALUMINUM DF5832'HANDRAIL, 66 DF5832'FT. WEST OF LP B188357, 1 FT. WEST OF MARKER. SET IN THE TOP OF A DF5832'CONCRETE DF5832'MONUMENT THAT IS FLUSH WITH THE GROUND. DF5832' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5833 *********************************************************************** DF5833 DESIGNATION - PCDSM GPS 57 DF5833 PID - DF5833 DF5833 STATE/COUNTY- FL/PINELLAS DF5833 USGS QUAD - DUNEDIN (1987) DF5833 DF5833 *CURRENT SURVEY CONTROL DF5833 ___________________________________________________________________ DF5833* NAD 83(1999)- 28 05 44.58160(N) 082 46 37.32024(W) ADJUSTED DF5833* NAVD 88 - 2.7 (meters) 9. (feet) GPS OBS DF5833 ___________________________________________________________________ DF5833 X - 707,954.594 (meters) COMP DF5833 Y - -5,586,029.419 (meters) COMP DF5833 Z - 2,985,856.415 (meters) COMP DF5833 LAPLACE CORR- -1.80 (seconds) DEFLEC99 DF5833 ELLIP HEIGHT- -22.23 (meters) (05/29/03) GPS OBS DF5833 GEOID HEIGHT- -24.82 (meters) GEOID99 DF5833 DF5833 HORZ ORDER - FIRST DF5833 ELLP ORDER - FOURTH CLASS II DF5833 DF5833.The horizontal coordinates were established by GPS observations DF5833.and adjusted by the National Geodetic Survey in May 2003. DF5833 DF5833.The orthometric height was determined by GPS observations and a DF5833.high-resolution geoid model. DF5833 DF5833.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5833 DF5833.The Laplace correction was computed from DEFLEC99 derived deflections. DF5833 DF5833.The ellipsoidal height was determined by GPS observations DF5833.and is referenced to NAD 83. DF5833 DF5833.The geoid height was determined by GEOID99. DF5833 DF5833; North East Units Scale Converg. DF5833;SPC FL W - 417,059.613 123,640.365 MT 1.00001312 -0 21 57.5 DF5833;UTM 17 - 3,109,080.804 325,416.537 MT 0.99997620 -0 50 13.6 DF5833 DF5833|---------------------------------------------------------------------| DF5833| PID Reference Object Distance Geod. Az | DF5833| dddmmss.s | DF5833| DF5834 PCDSM GPS 58 235.007 METERS 02513 | DF5833|---------------------------------------------------------------------| DF5833 DF5833 SUPERSEDED SURVEY CONTROL DF5833 DF5833.No superseded survey control is available for this station. DF5833 DF5833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2541709081(NAD 83) DF5833_MARKER: DD = SURVEY DISK DF5833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5833_STAMPING: PCDSM GPS 57 1999 DF5833_PROJECTION: FLUSH DF5833_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5833+STABILITY: SURFACE MOTION DF5833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5833+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5833 DF5833 HISTORY - Date Condition Report By DF5833 HISTORY - 19990909 MONUMENTED FL-103 DF5833 DF5833 STATION DESCRIPTION DF5833 DF5833'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5833'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY ALTERNATE 19 AND DF5833'CR 816 (ALDERMAN ROAD), RUN NORTH FOR 0.3 MILES TO THE INTERSECTION OF DF5833'US DF5833'HIGHWAY ALTERNATE 19 AND CR 824 (ULELAH AVENUE), TURN LEFT AND RUN DF5833'WEST DF5833'ON CR 824 FOR 0.2 MILES, TURN LEFT AND RUN SOUTH ON MOSS ROSE AVENUE DF5833'0.2 DF5833'MILES TO THE INTERSECTION OF THE PINELLAS TRAIL AND MOSS ROSE AVENUE. DF5833'STATION IS ON THE LEFT, 149 FT. SOUTH OF THE INTERSECTION OF THE DF5833'PINELLAS DF5833'TRAIL AND MOSS ROSE AVENUE, 42 FT. WEST OF THE CENTERLINE OF THE DF5833'PINELLAS DF5833'TRAIL, 15 FT. WEST OF GUARDRAIL, 11.6 FT. EAST OF EAST EDGE OF DF5833'PAVEMENT, 91.5 DF5833'FT. S 20 W OF PPB171219, 56.9 FT. N 10 E OF PPB171220, 1.5 FT. WEST DF5833'OF MARKER. DF5833'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. DF5833' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5834 *********************************************************************** DF5834 DESIGNATION - PCDSM GPS 58 DF5834 PID - DF5834 DF5834 STATE/COUNTY- FL/PINELLAS DF5834 USGS QUAD - DUNEDIN (1987) DF5834 DF5834 *CURRENT SURVEY CONTROL DF5834 ___________________________________________________________________ DF5834* NAD 83(1999)- 28 05 51.48853(N) 082 46 33.65317(W) ADJUSTED DF5834* NAVD 88 - 1.8 (meters) 6. (feet) GPS OBS DF5834 ___________________________________________________________________ DF5834 X - 708,041.209 (meters) COMP DF5834 Y - -5,585,916.669 (meters) COMP DF5834 Z - 2,986,043.535 (meters) COMP DF5834 LAPLACE CORR- -1.80 (seconds) DEFLEC99 DF5834 ELLIP HEIGHT- -23.17 (meters) (05/29/03) GPS OBS DF5834 GEOID HEIGHT- -24.83 (meters) GEOID99 DF5834 DF5834 HORZ ORDER - FIRST DF5834 ELLP ORDER - FOURTH CLASS II DF5834 DF5834.The horizontal coordinates were established by GPS observations DF5834.and adjusted by the National Geodetic Survey in May 2003. DF5834 DF5834.The orthometric height was determined by GPS observations and a DF5834.high-resolution geoid model. DF5834 DF5834.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5834 DF5834.The Laplace correction was computed from DEFLEC99 derived deflections. DF5834 DF5834.The ellipsoidal height was determined by GPS observations DF5834.and is referenced to NAD 83. DF5834 DF5834.The geoid height was determined by GEOID99. DF5834 DF5834; North East Units Scale Converg. DF5834;SPC FL W - 417,271.593 123,741.827 MT 1.00001292 -0 21 55.8 DF5834;UTM 17 - 3,109,291.934 325,519.734 MT 0.99997575 -0 50 12.0 DF5834 DF5834|---------------------------------------------------------------------| DF5834| PID Reference Object Distance Geod. Az | DF5834| dddmmss.s | DF5834| DF5833 PCDSM GPS 57 235.007 METERS 20513 | DF5834|---------------------------------------------------------------------| DF5834 DF5834 SUPERSEDED SURVEY CONTROL DF5834 DF5834.No superseded survey control is available for this station. DF5834 DF5834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2552009292(NAD 83) DF5834_MARKER: DD = SURVEY DISK DF5834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5834_STAMPING: PCDSM GPS 58 1999 DF5834_PROJECTION: FLUSH DF5834_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5834+STABILITY: SURFACE MOTION DF5834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5834+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5834 DF5834 HISTORY - Date Condition Report By DF5834 HISTORY - 19990909 MONUMENTED FL-103 DF5834 DF5834 STATION DESCRIPTION DF5834 DF5834'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5834'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY ALTERNATE 19 AND DF5834'CR 816 (ALDERMAN ROAD), RUN NORTH FOR 0.3 MILES TO THE INTERSECTION OF DF5834'US DF5834'HIGHWAY ALTERNATE 19 AND CR 824 (ULELAH AVENUE), TURN LEFT AND RUN DF5834'WEST DF5834'ON CR 824 FOR 0.2 MILES. STATION IS ON THE RIGHT, ACROSS THE STREET DF5834'FROM DF5834'RESIDENCE 350 ULELAH AVENUE, 7 FT. FROM NORTH EDGE OF PAVEMENT WHERE DF5834'ULELAH AVENUE BECOMES MOSS ROSE AVENUE, 8 FT. S 10 W FROM PP2-49540, DF5834'51.9 DF5834'FT. N 55 W OF A FIRE HYDRANT, 45 FT. S 60 W FROM POLE WITH ARTIFICIAL DF5834'NEST, 2 DF5834'FT. S 20 E OF MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS DF5834'FLUSH DF5834'WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5835 *********************************************************************** DF5835 DESIGNATION - PCDSM GPS 59 DF5835 PID - DF5835 DF5835 STATE/COUNTY- FL/PINELLAS DF5835 USGS QUAD - DUNEDIN (1987) DF5835 DF5835 *CURRENT SURVEY CONTROL DF5835 ___________________________________________________________________ DF5835* NAD 83(1999)- 28 05 29.82612(N) 082 46 52.22896(W) ADJUSTED DF5835* NAVD 88 - 1.4 (meters) 5. (feet) GPS OBS DF5835 ___________________________________________________________________ DF5835 X - 707,577.568 (meters) COMP DF5835 Y - -5,586,291.617 (meters) COMP DF5835 Z - 2,985,455.081 (meters) COMP DF5835 LAPLACE CORR- -1.82 (seconds) DEFLEC99 DF5835 ELLIP HEIGHT- -23.56 (meters) (05/29/03) GPS OBS DF5835 GEOID HEIGHT- -24.80 (meters) GEOID99 DF5835 DF5835 HORZ ORDER - FIRST DF5835 ELLP ORDER - FOURTH CLASS II DF5835 DF5835.The horizontal coordinates were established by GPS observations DF5835.and adjusted by the National Geodetic Survey in May 2003. DF5835 DF5835.The orthometric height was determined by GPS observations and a DF5835.high-resolution geoid model. DF5835 DF5835.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5835 DF5835.The Laplace correction was computed from DEFLEC99 derived deflections. DF5835 DF5835.The ellipsoidal height was determined by GPS observations DF5835.and is referenced to NAD 83. DF5835 DF5835.The geoid height was determined by GEOID99. DF5835 DF5835; North East Units Scale Converg. DF5835;SPC FL W - 416,607.995 123,230.465 MT 1.00001389 -0 22 04.3 DF5835;UTM 17 - 3,108,632.589 325,002.953 MT 0.99997798 -0 50 20.2 DF5835 DF5835: Primary Azimuth Mark Grid Az DF5835:SPC FL W - PCDSM GPS 57 042 13 39.8 DF5835:UTM 17 - PCDSM GPS 57 042 41 55.7 DF5835 DF5835|---------------------------------------------------------------------| DF5835| PID Reference Object Distance Geod. Az | DF5835| dddmmss.s | DF5835| DF5836 PCDSM GPS 60 223.837 METERS 00856 | DF5835| DF5833 PCDSM GPS 57 APPROX. 0.6 KM 0415135.5 | DF5835|---------------------------------------------------------------------| DF5835 DF5835 SUPERSEDED SURVEY CONTROL DF5835 DF5835.No superseded survey control is available for this station. DF5835 DF5835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2500308633(NAD 83) DF5835_MARKER: DD = SURVEY DISK DF5835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5835_STAMPING: PCDSM GPS 59 1999 DF5835_PROJECTION: FLUSH DF5835_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5835+STABILITY: SURFACE MOTION DF5835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5835+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5835 DF5835 HISTORY - Date Condition Report By DF5835 HISTORY - 19990909 MONUMENTED FL-103 DF5835 DF5835 STATION DESCRIPTION DF5835 DF5835'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5835'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY ALTERNATE 19 AND DF5835'CR 816 (ALDERMAN ROAD), RUN SOUTH 0.15 MILES TO THE INTERSECTION OF CR DF5835'808 DF5835'(CRYSTAL BEACH AVENUE) AND US HIGHWAY ALTERNATE 19, TURN RIGHT AND RUN DF5835'WEST 0.5 MILES ON CR 808 TO THE INTERSECTION OF NORTH GULF DRIVE AND DF5835'CR DF5835'808, TURN RIGHT AND RUN NORTH ON NORTH GULF DRIVE FOR 93.5 FT. DF5835'STATION IS DF5835'ON THE LEFT, 83 FT. WEST OF CENTERLINE OF NORTH GULF DRIVE, 29.8 FT. N DF5835'70 W DF5835'OF PP2-3314, 201.6 FT. S 25 W OF LP2-36791, 81 FT. N 35 E OF 15IN OAK DF5835'IN CLUSTER OF DF5835'OAKS AND PINES, 1 FT. EAST OF MARKER. SET IN THE TOP OF A CONCRETE DF5835'MONUMENT THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5836 *********************************************************************** DF5836 DESIGNATION - PCDSM GPS 60 DF5836 PID - DF5836 DF5836 STATE/COUNTY- FL/PINELLAS DF5836 USGS QUAD - DUNEDIN (1987) DF5836 DF5836 *CURRENT SURVEY CONTROL DF5836 ___________________________________________________________________ DF5836* NAD 83(1999)- 28 05 37.00937(N) 082 46 50.95665(W) ADJUSTED DF5836* NAVD 88 - 2.2 (meters) 7. (feet) GPS OBS DF5836 ___________________________________________________________________ DF5836 X - 707,599.028 (meters) COMP DF5836 Y - -5,586,184.642 (meters) COMP DF5836 Z - 2,985,650.527 (meters) COMP DF5836 LAPLACE CORR- -1.82 (seconds) DEFLEC99 DF5836 ELLIP HEIGHT- -22.77 (meters) (05/29/03) GPS OBS DF5836 GEOID HEIGHT- -24.81 (meters) GEOID99 DF5836 DF5836 HORZ ORDER - FIRST DF5836 ELLP ORDER - FOURTH CLASS II DF5836 DF5836.The horizontal coordinates were established by GPS observations DF5836.and adjusted by the National Geodetic Survey in May 2003. DF5836 DF5836.The orthometric height was determined by GPS observations and a DF5836.high-resolution geoid model. DF5836 DF5836.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5836 DF5836.The Laplace correction was computed from DEFLEC99 derived deflections. DF5836 DF5836.The ellipsoidal height was determined by GPS observations DF5836.and is referenced to NAD 83. DF5836 DF5836.The geoid height was determined by GEOID99. DF5836 DF5836; North East Units Scale Converg. DF5836;SPC FL W - 416,828.897 123,266.617 MT 1.00001382 -0 22 03.8 DF5836;UTM 17 - 3,108,853.178 325,040.919 MT 0.99997782 -0 50 19.8 DF5836 DF5836: Primary Azimuth Mark Grid Az DF5836:SPC FL W - PCDSM GPS 57 058 18 46.3 DF5836:UTM 17 - PCDSM GPS 57 058 47 02.3 DF5836 DF5836|---------------------------------------------------------------------| DF5836| PID Reference Object Distance Geod. Az | DF5836| dddmmss.s | DF5836| DF5833 PCDSM GPS 57 439.217 METERS 0575642.5 | DF5836|---------------------------------------------------------------------| DF5836 DF5836 SUPERSEDED SURVEY CONTROL DF5836 DF5836.No superseded survey control is available for this station. DF5836 DF5836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2504108853(NAD 83) DF5836_MARKER: DD = SURVEY DISK DF5836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5836_STAMPING: PCDSM GPS 60 1999 DF5836_PROJECTION: FLUSH DF5836_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5836+STABILITY: SURFACE MOTION DF5836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5836+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5836 DF5836 HISTORY - Date Condition Report By DF5836 HISTORY - 19990909 MONUMENTED FL-103 DF5836 DF5836 STATION DESCRIPTION DF5836 DF5836'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5836'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY ALTERNATE 19 AND DF5836'CR 816 (ALDERMAN ROAD), RUN SOUTH 0.15 MILES TO THE INTERSECTION OF CR DF5836'808 DF5836'(CRYSTAL BEACH AVENUE) AND US HIGHWAY ALTERNATE 19, TURN RIGHT AND RUN DF5836'WEST 0.5 MILES ON CR 808 TO THE INTERSECTION OF NORTH GULF DRIVE AND DF5836'CR DF5836'808, TURN RIGHT AND RUN NORTH ON NORTH GULF DRIVE FOR 0.1 MILES. DF5836'STATION DF5836'IS ON THE LEFT, 31.8 FT. WEST OF WEST EDGE OF PAVEMENT OF NORTH GULF DF5836'DRIVE, 52 FT. S 10 E OF PP2-51422, 56.3 FT. S 55 W OF MANHOLE, 74 FT. DF5836'WEST OF DF5836'NORTHWEST CORNER OF 5 FT. CONCRETE SIDEWALK IN THE SOUTHEAST CORNER DF5836'OF THE INTERSECTION OF NORTH GULF DRIVE AND OHIO AVENUE, 1 FT. WEST OF DF5836'MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE DF5836'GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5837 *********************************************************************** DF5837 DESIGNATION - PCDSM GPS 61 DF5837 PID - DF5837 DF5837 STATE/COUNTY- FL/PINELLAS DF5837 USGS QUAD - DUNEDIN (1987) DF5837 DF5837 *CURRENT SURVEY CONTROL DF5837 ___________________________________________________________________ DF5837* NAD 83(1999)- 28 04 57.40887(N) 082 46 12.13558(W) ADJUSTED DF5837* NAVD 88 - 1.6 (meters) 5. (feet) GPS OBS DF5837 ___________________________________________________________________ DF5837 X - 708,722.568 (meters) COMP DF5837 Y - -5,586,620.315 (meters) COMP DF5837 Z - 2,984,574.819 (meters) COMP DF5837 LAPLACE CORR- -1.72 (seconds) DEFLEC99 DF5837 ELLIP HEIGHT- -23.28 (meters) (05/29/03) GPS OBS DF5837 GEOID HEIGHT- -24.80 (meters) GEOID99 DF5837 DF5837 HORZ ORDER - FIRST DF5837 ELLP ORDER - FOURTH CLASS II DF5837 DF5837.The horizontal coordinates were established by GPS observations DF5837.and adjusted by the National Geodetic Survey in May 2003. DF5837 DF5837.The orthometric height was determined by GPS observations and a DF5837.high-resolution geoid model. DF5837 DF5837.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5837 DF5837.The Laplace correction was computed from DEFLEC99 derived deflections. DF5837 DF5837.The ellipsoidal height was determined by GPS observations DF5837.and is referenced to NAD 83. DF5837 DF5837.The geoid height was determined by GEOID99. DF5837 DF5837; North East Units Scale Converg. DF5837;SPC FL W - 415,603.108 124,318.675 MT 1.00001184 -0 21 45.0 DF5837;UTM 17 - 3,107,618.827 326,082.825 MT 0.99997333 -0 50 00.4 DF5837 DF5837: Primary Azimuth Mark Grid Az DF5837:SPC FL W - PCDSM GPS 59 312 43 13.1 DF5837:UTM 17 - PCDSM GPS 59 313 11 28.5 DF5837 DF5837|---------------------------------------------------------------------| DF5837| PID Reference Object Distance Geod. Az | DF5837| dddmmss.s | DF5837| DF5838 PCDSM GPS 62 272.006 METERS 17922 | DF5837| DF5835 PCDSM GPS 59 APPROX. 1.5 KM 3122128.1 | DF5837| DF5836 PCDSM GPS 60 APPROX. 1.6 KM 3185956.2 | DF5837| DF5833 PCDSM GPS 57 APPROX. 1.6 KM 3343955.9 | DF5837|---------------------------------------------------------------------| DF5837 DF5837 SUPERSEDED SURVEY CONTROL DF5837 DF5837.No superseded survey control is available for this station. DF5837 DF5837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2608307619(NAD 83) DF5837_MARKER: DD = SURVEY DISK DF5837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5837_STAMPING: PCDSM GPS 61 1999 DF5837_PROJECTION: FLUSH DF5837_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5837+STABILITY: SURFACE MOTION DF5837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5837+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5837 DF5837 HISTORY - Date Condition Report By DF5837 HISTORY - 19990909 MONUMENTED FL-103 DF5837 DF5837 STATION DESCRIPTION DF5837 DF5837'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5837'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY ALTERNATE 19 AND DF5837'CR 752 (TAMPA ROAD), RUN NORTH ON US HIGHWAY ALTERNATE 19 FOR 0.6 DF5837'MILES DF5837'TO THE INTERSECTION OF CR 776 (FLORIDA AVENUE) AND US HIGHWAY DF5837'ALTERNATE DF5837'19, TURN LEFT AND RUN WEST ON CR 776 FOR 0.1 MILES TO THE INTERSECTION DF5837'8TH DF5837'STREET AND CR 776, TURN RIGHT AND RUN NORTH ON 8TH STREET FOR 0.3 DF5837'MILES. DF5837'STATION IS ON THE RIGHT, 29.7 EAST OF CENTERLINE OF 8TH STREET, 13 FT. DF5837'NORTH DF5837'OF INTERSECTION OF 8TH ST. AND NEW YORK AVENUE, 55 FT. N 10 E OF DF5837'PP2A-4075R, DF5837'48.7 FT. S 65 E OF WATER VALVE IN CURB IN THE NORTHWEST CORNER OF DF5837'INTERSECTION OF 8TH ST. AND NEW YORK AVENUE, 1.5 FT. WEST OF MARKER. DF5837'SET DF5837'IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5838 *********************************************************************** DF5838 DESIGNATION - PCDSM GPS 62 DF5838 PID - DF5838 DF5838 STATE/COUNTY- FL/PINELLAS DF5838 USGS QUAD - DUNEDIN (1987) DF5838 DF5838 *CURRENT SURVEY CONTROL DF5838 ___________________________________________________________________ DF5838* NAD 83(1999)- 28 04 48.57333(N) 082 46 12.02516(W) ADJUSTED DF5838* NAVD 88 - 1.2 (meters) 4. (feet) GPS OBS DF5838 ___________________________________________________________________ DF5838 X - 708,741.626 (meters) COMP DF5838 Y - -5,586,746.591 (meters) COMP DF5838 Z - 2,984,334.657 (meters) COMP DF5838 LAPLACE CORR- -1.71 (seconds) DEFLEC99 DF5838 ELLIP HEIGHT- -23.69 (meters) (05/29/03) GPS OBS DF5838 GEOID HEIGHT- -24.79 (meters) GEOID99 DF5838 DF5838 HORZ ORDER - FIRST DF5838 ELLP ORDER - FOURTH CLASS II DF5838 DF5838.The horizontal coordinates were established by GPS observations DF5838.and adjusted by the National Geodetic Survey in May 2003. DF5838 DF5838.The orthometric height was determined by GPS observations and a DF5838.high-resolution geoid model. DF5838 DF5838.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5838 DF5838.The Laplace correction was computed from DEFLEC99 derived deflections. DF5838 DF5838.The ellipsoidal height was determined by GPS observations DF5838.and is referenced to NAD 83. DF5838 DF5838.The geoid height was determined by GEOID99. DF5838 DF5838; North East Units Scale Converg. DF5838;SPC FL W - 415,331.102 124,319.969 MT 1.00001184 -0 21 44.9 DF5838;UTM 17 - 3,107,346.830 326,081.883 MT 0.99997334 -0 50 00.1 DF5838 DF5838: Primary Azimuth Mark Grid Az DF5838:SPC FL W - PCDSM GPS 59 319 31 39.4 DF5838:UTM 17 - PCDSM GPS 59 319 59 54.6 DF5838 DF5838|---------------------------------------------------------------------| DF5838| PID Reference Object Distance Geod. Az | DF5838| dddmmss.s | DF5838| DF5835 PCDSM GPS 59 APPROX. 1.7 KM 3190954.5 | DF5838| DF5837 PCDSM GPS 61 272.006 METERS 35922 | DF5838|---------------------------------------------------------------------| DF5838 DF5838 SUPERSEDED SURVEY CONTROL DF5838 DF5838.No superseded survey control is available for this station. DF5838 DF5838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2608207347(NAD 83) DF5838_MARKER: DD = SURVEY DISK DF5838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5838_STAMPING: PCDSM GPS 62 1999 DF5838_PROJECTION: FLUSH DF5838_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5838+STABILITY: SURFACE MOTION DF5838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5838+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5838 DF5838 HISTORY - Date Condition Report By DF5838 HISTORY - 19990909 MONUMENTED FL-103 DF5838 DF5838 STATION DESCRIPTION DF5838 DF5838'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5838'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY ALTERNATE 19 AND DF5838'CR 752 (TAMPA ROAD), RUN NORTH ON US HIGHWAY ALTERNATE 19 FOR 0.6 DF5838'MILES DF5838'TO THE INTERSECTION OF CR 776 (FLORIDA AVENUE) AND US HIGHWAY DF5838'ALTERNATE DF5838'19, TURN LEFT AND RUN WEST ON CR 776 FOR 0.1 MILES TO THE INTERSECTION DF5838'8TH DF5838'STREET AND CR 776, TURN RIGHT AND RUN NORTH ON 8TH STREET FOR 0.15 DF5838'MILES. DF5838'STATION IS ON THE RIGHT, 21.9 EAST OF CENTERLINE OF 8TH STREET, 35 FT. DF5838'N 15 E DF5838'OF MANHOLE IN POINT OF INTERSECTION DF5838'OF 5 FT. CONCRETE SIDEWALK, 75 FT. N 65 E OF PP 2-8919, 1.5 FT. WEST DF5838'OF MARKER. DF5838'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. DF5838' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5839 *********************************************************************** DF5839 DESIGNATION - PCDSM GPS 63 DF5839 PID - DF5839 DF5839 STATE/COUNTY- FL/PINELLAS DF5839 USGS QUAD - DUNEDIN (1987) DF5839 DF5839 *CURRENT SURVEY CONTROL DF5839 ___________________________________________________________________ DF5839* NAD 83(1999)- 28 02 07.07309(N) 082 47 03.77115(W) ADJUSTED DF5839* NAVD 88 - 1.4 (meters) 5. (feet) GPS OBS DF5839 ___________________________________________________________________ DF5839 X - 707,633.794 (meters) COMP DF5839 Y - -5,589,244.377 (meters) COMP DF5839 Z - 2,979,947.570 (meters) COMP DF5839 LAPLACE CORR- -1.74 (seconds) DEFLEC99 DF5839 ELLIP HEIGHT- -23.38 (meters) (05/29/03) GPS OBS DF5839 GEOID HEIGHT- -24.67 (meters) GEOID99 DF5839 DF5839 HORZ ORDER - FIRST DF5839 ELLP ORDER - FOURTH CLASS II DF5839 DF5839.The horizontal coordinates were established by GPS observations DF5839.and adjusted by the National Geodetic Survey in May 2003. DF5839 DF5839.The orthometric height was determined by GPS observations and a DF5839.high-resolution geoid model. DF5839 DF5839.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5839 DF5839.The Laplace correction was computed from DEFLEC99 derived deflections. DF5839 DF5839.The ellipsoidal height was determined by GPS observations DF5839.and is referenced to NAD 83. DF5839 DF5839.The geoid height was determined by GEOID99. DF5839 DF5839; North East Units Scale Converg. DF5839;SPC FL W - 410,368.621 122,875.170 MT 1.00001457 -0 22 07.3 DF5839;UTM 17 - 3,102,396.563 324,596.432 MT 0.99997974 -0 50 20.0 DF5839 DF5839|---------------------------------------------------------------------| DF5839| PID Reference Object Distance Geod. Az | DF5839| dddmmss.s | DF5839| DF5840 PCDSM GPS 64 140.210 METERS 07359 | DF5839|---------------------------------------------------------------------| DF5839 DF5839 SUPERSEDED SURVEY CONTROL DF5839 DF5839.No superseded survey control is available for this station. DF5839 DF5839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2459602397(NAD 83) DF5839_MARKER: DD = SURVEY DISK DF5839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5839_STAMPING: PCDSM GPS 63 1999 DF5839_PROJECTION: FLUSH DF5839_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5839+STABILITY: SURFACE MOTION DF5839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5839+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5839 DF5839 HISTORY - Date Condition Report By DF5839 HISTORY - 19990909 MONUMENTED FL-103 DF5839 DF5839 STATION DESCRIPTION DF5839 DF5839'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5839'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY ALTERNATE 19 AND DF5839'CR 586 (CURLEW ROAD), RUN SOUTHERLY ON US HIGHWAY ALTERNATE 19 FOR 1.1 DF5839'MILES TO THE INTERSECTION OF MIRA VISTA DRIVE AND US HIGHWAY ALTERNATE DF5839'19, TURN LEFT AND RUN EASTERLY ON MIRA VISTA DRIVE FOR 0.1 MILES TO DF5839'THE DF5839'INTERSECTION OF DOUGLAS AVENUE AND MIRA VISTA DRIVE, TURN LEFT AND RUN DF5839'NORTHERLY ON DOUGLAS AVENUE FOR 0.1 MILES TO THE ENTRANCE TO THE CITY DF5839'OF DUNEDIN YOUTH GUILD PARK. STATION IS STRAIGHT AHEAD 283 FT., 3 FT. DF5839'EAST DF5839'OF THE EDGE OF PAVEMENT OF THE PARKING LOT, 10.3 FT N 5E OF A POWER DF5839'POLE DF5839'WITH NO NUMBER, 14.8 FT. S 45 W OF THE NORTHWEST CORNER OF THE DF5839'CONCRETE DF5839'PAD OF A PICNIC SHELTER, 58 FT. S 20 W OF A LIGHT POLE WITH NO NUMBER DF5839'WITH A DF5839'METER BOX, 1.7 FT. WEST OF MARKER. SET IN THE TOP OF A CONCRETE DF5839'MONUMENT DF5839'THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5840 *********************************************************************** DF5840 DESIGNATION - PCDSM GPS 64 DF5840 PID - DF5840 DF5840 STATE/COUNTY- FL/PINELLAS DF5840 USGS QUAD - DUNEDIN (1987) DF5840 DF5840 *CURRENT SURVEY CONTROL DF5840 ___________________________________________________________________ DF5840* NAD 83(1999)- 28 02 08.33001(N) 082 46 58.83718(W) ADJUSTED DF5840* NAVD 88 - 1.9 (meters) 6. (feet) GPS OBS DF5840 ___________________________________________________________________ DF5840 X - 707,765.262 (meters) COMP DF5840 Y - -5,589,209.835 (meters) COMP DF5840 Z - 2,979,981.952 (meters) COMP DF5840 LAPLACE CORR- -1.73 (seconds) DEFLEC99 DF5840 ELLIP HEIGHT- -22.89 (meters) (05/29/03) GPS OBS DF5840 GEOID HEIGHT- -24.67 (meters) GEOID99 DF5840 DF5840 HORZ ORDER - FIRST DF5840 ELLP ORDER - FOURTH CLASS II DF5840 DF5840.The horizontal coordinates were established by GPS observations DF5840.and adjusted by the National Geodetic Survey in May 2003. DF5840 DF5840.The orthometric height was determined by GPS observations and a DF5840.high-resolution geoid model. DF5840 DF5840.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5840 DF5840.The Laplace correction was computed from DEFLEC99 derived deflections. DF5840 DF5840.The ellipsoidal height was determined by GPS observations DF5840.and is referenced to NAD 83. DF5840 DF5840.The geoid height was determined by GEOID99. DF5840 DF5840; North East Units Scale Converg. DF5840;SPC FL W - 410,406.446 123,010.183 MT 1.00001431 -0 22 05.0 DF5840;UTM 17 - 3,102,433.278 324,731.747 MT 0.99997916 -0 50 17.8 DF5840 DF5840|---------------------------------------------------------------------| DF5840| PID Reference Object Distance Geod. Az | DF5840| dddmmss.s | DF5840| DF5839 PCDSM GPS 63 140.210 METERS 25359 | DF5840|---------------------------------------------------------------------| DF5840 DF5840 SUPERSEDED SURVEY CONTROL DF5840 DF5840.No superseded survey control is available for this station. DF5840 DF5840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2473202433(NAD 83) DF5840_MARKER: DD = SURVEY DISK DF5840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5840_STAMPING: PCDSM GPS 64 1999 DF5840_PROJECTION: FLUSH DF5840_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5840+STABILITY: SURFACE MOTION DF5840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5840+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5840 DF5840 HISTORY - Date Condition Report By DF5840 HISTORY - 19990909 MONUMENTED FL-103 DF5840 DF5840 STATION DESCRIPTION DF5840 DF5840'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5840'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY ALTERNATE 19 AND DF5840'CR 586 (CURLEW ROAD), RUN SOUTHERLY ON US HIGHWAY ALTERNATE 19 FOR 1.1 DF5840'MILES TO THE INTERSECTION OF MIRA VISTA DRIVE AND US HIGHWAY ALTERNATE DF5840'19, TURN LEFT AND RUN EASTERLY ON MIRA VISTA DRIVE FOR 0.1 MILES TO DF5840'THE DF5840'INTERSECTION OF DOUGLAS AVENUE AND MIRA VISTA DRIVE, TURN LEFT AND RUN DF5840'NORTHERLY ON DOUGLAS AVENUE FOR 0.1 MILES TO THE ENTRANCE TO THE CITY DF5840'OF DUNEDIN YOUTH GUILD PARK, RUN STRAIGHT AHEAD 283 FT. TO A CHAIN DF5840'GATE DF5840'AT THE EAST SIDE OF THE PARKING LOT. STATION IS N 80 E 451 FT. FROM DF5840'THE CHAIN DF5840'GATE, 68 FT. S 30 E FROM POLE WITH ARTIFICIAL NEST MARKED IAN TROXEL DF5840'EAGLE DF5840'PROJECT, 64 FT. S 75 E FROM THE SOUTHEAST CORNER OF THE CONCRETE PAD DF5840'OF DF5840'A PICNIC SHELTER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH DF5840'WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5841 *********************************************************************** DF5841 DESIGNATION - PCDSM GPS 65 DF5841 PID - DF5841 DF5841 STATE/COUNTY- FL/PINELLAS DF5841 USGS QUAD - CLEARWATER (1987) DF5841 DF5841 *CURRENT SURVEY CONTROL DF5841 ___________________________________________________________________ DF5841* NAD 83(1999)- 27 59 09.77746(N) 082 47 00.92088(W) ADJUSTED DF5841* NAVD 88 - 6.7 (meters) 22. (feet) GPS OBS DF5841 ___________________________________________________________________ DF5841 X - 708,033.606 (meters) COMP DF5841 Y - -5,591,782.190 (meters) COMP DF5841 Z - 2,975,131.722 (meters) COMP DF5841 LAPLACE CORR- -1.65 (seconds) DEFLEC99 DF5841 ELLIP HEIGHT- -17.95 (meters) (05/29/03) GPS OBS DF5841 GEOID HEIGHT- -24.56 (meters) GEOID99 DF5841 DF5841 HORZ ORDER - FIRST DF5841 ELLP ORDER - FOURTH CLASS II DF5841 DF5841.The horizontal coordinates were established by GPS observations DF5841.and adjusted by the National Geodetic Survey in May 2003. DF5841 DF5841.The orthometric height was determined by GPS observations and a DF5841.high-resolution geoid model. DF5841 DF5841.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5841 DF5841.The Laplace correction was computed from DEFLEC99 derived deflections. DF5841 DF5841.The ellipsoidal height was determined by GPS observations DF5841.and is referenced to NAD 83. DF5841 DF5841.The geoid height was determined by GEOID99. DF5841 DF5841; North East Units Scale Converg. DF5841;SPC FL W - 404,910.422 122,917.965 MT 1.00001449 -0 22 03.8 DF5841;UTM 17 - 3,096,938.387 324,594.469 MT 0.99997976 -0 50 13.8 DF5841 DF5841|---------------------------------------------------------------------| DF5841| PID Reference Object Distance Geod. Az | DF5841| dddmmss.s | DF5841| DF5842 PCDSM GPS 66 200.352 METERS 35602 | DF5841|---------------------------------------------------------------------| DF5841 DF5841 SUPERSEDED SURVEY CONTROL DF5841 DF5841.No superseded survey control is available for this station. DF5841 DF5841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2459496938(NAD 83) DF5841_MARKER: DD = SURVEY DISK DF5841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5841_STAMPING: PCDSM GPS 65 1999 DF5841_PROJECTION: FLUSH DF5841_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5841+STABILITY: SURFACE MOTION DF5841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5841+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5841 DF5841 HISTORY - Date Condition Report By DF5841 HISTORY - 19990909 MONUMENTED FL-103 DF5841 DF5841 STATION DESCRIPTION DF5841 DF5841'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5841'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 19 AND CR 576 DF5841'(SUNSET POINT ROAD), RUN WEST ON CR 576 FOR 3.2 MILES TO THE DF5841'INTERSECTION DF5841'OF CR 355 (BETTY LANE) AND CR 576, TURN LEFT AND RUN SOUTH ON CR 355 DF5841'FOR 0.2 DF5841'MILES. STATION IS ON THE RIGHT, 20.3 FT. EAST OF THE CENTERLINE OF CR DF5841'355, 12 DF5841'FT. WEST OF WEST EDGE OF 5 FT. CONCRETE SIDEWALK, 35.5 FT SOUTH OF DF5841'PP1799, DF5841'51.9 FT. N 10 E FROM A POWER POLE WITH NO NUMBER, 1.5 FT. WEST OF DF5841'MARKER. DF5841'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5842 *********************************************************************** DF5842 DESIGNATION - PCDSM GPS 66 DF5842 PID - DF5842 DF5842 STATE/COUNTY- FL/PINELLAS DF5842 USGS QUAD - CLEARWATER (1987) DF5842 DF5842 *CURRENT SURVEY CONTROL DF5842 ___________________________________________________________________ DF5842* NAD 83(1999)- 27 59 16.27041(N) 082 47 01.42748(W) ADJUSTED DF5842* NAVD 88 - 5.8 (meters) 19. (feet) GPS OBS DF5842 ___________________________________________________________________ DF5842 X - 708,007.986 (meters) COMP DF5842 Y - -5,591,690.054 (meters) COMP DF5842 Z - 2,975,307.779 (meters) COMP DF5842 LAPLACE CORR- -1.65 (seconds) DEFLEC99 DF5842 ELLIP HEIGHT- -18.89 (meters) (05/29/03) GPS OBS DF5842 GEOID HEIGHT- -24.57 (meters) GEOID99 DF5842 DF5842 HORZ ORDER - FIRST DF5842 ELLP ORDER - FOURTH CLASS II DF5842 DF5842.The horizontal coordinates were established by GPS observations DF5842.and adjusted by the National Geodetic Survey in May 2003. DF5842 DF5842.The orthometric height was determined by GPS observations and a DF5842.high-resolution geoid model. DF5842 DF5842.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5842 DF5842.The Laplace correction was computed from DEFLEC99 derived deflections. DF5842 DF5842.The ellipsoidal height was determined by GPS observations DF5842.and is referenced to NAD 83. DF5842 DF5842.The geoid height was determined by GEOID99. DF5842 DF5842; North East Units Scale Converg. DF5842;SPC FL W - 405,110.383 122,905.405 MT 1.00001451 -0 22 04.1 DF5842;UTM 17 - 3,097,138.437 324,583.547 MT 0.99997980 -0 50 14.2 DF5842 DF5842|---------------------------------------------------------------------| DF5842| PID Reference Object Distance Geod. Az | DF5842| dddmmss.s | DF5842| DF5841 PCDSM GPS 65 200.352 METERS 17602 | DF5842|---------------------------------------------------------------------| DF5842 DF5842 SUPERSEDED SURVEY CONTROL DF5842 DF5842.No superseded survey control is available for this station. DF5842 DF5842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2458497138(NAD 83) DF5842_MARKER: DD = SURVEY DISK DF5842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5842_STAMPING: PCDSM GPS 66 1999 DF5842_PROJECTION: FLUSH DF5842_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5842+STABILITY: SURFACE MOTION DF5842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5842+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5842 DF5842 HISTORY - Date Condition Report By DF5842 HISTORY - 19990909 MONUMENTED FL-103 DF5842 DF5842 STATION DESCRIPTION DF5842 DF5842'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5842'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 19 AND CR 576 DF5842'(SUNSET POINT ROAD), RUN WEST ON CR 576 FOR 3.2 MILES TO THE DF5842'INTERSECTION DF5842'OF CR 355 (BETTY LANE) AND CR 576, TURN LEFT AND RUN SOUTH ON CR 355 DF5842'FOR 0.1 DF5842'MILES. STATION IS ON THE RIGHT, 19.5 WEST OF THE CENTERLINE OF CR DF5842'355, 45 FT. S DF5842'10 E FROM PP2-44533, 122.8 FT. N 10 E FROM PP2-44534. SET IN THE DF5842'TOP OF A DF5842'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5843 *********************************************************************** DF5843 DESIGNATION - PCDSM GPS 67 DF5843 PID - DF5843 DF5843 STATE/COUNTY- FL/PINELLAS DF5843 USGS QUAD - CLEARWATER (1987) DF5843 DF5843 *CURRENT SURVEY CONTROL DF5843 ___________________________________________________________________ DF5843* NAD 83(1999)- 27 58 25.89397(N) 082 48 03.47836(W) ADJUSTED DF5843* NAVD 88 - 3.2 (meters) 10. (feet) GPS OBS DF5843 ___________________________________________________________________ DF5843 X - 706,416.700 (meters) COMP DF5843 Y - -5,592,622.435 (meters) COMP DF5843 Z - 2,973,937.143 (meters) COMP DF5843 LAPLACE CORR- -1.73 (seconds) DEFLEC99 DF5843 ELLIP HEIGHT- -21.39 (meters) (05/29/03) GPS OBS DF5843 GEOID HEIGHT- -24.51 (meters) GEOID99 DF5843 DF5843 HORZ ORDER - FIRST DF5843 ELLP ORDER - FOURTH CLASS II DF5843 DF5843.The horizontal coordinates were established by GPS observations DF5843.and adjusted by the National Geodetic Survey in May 2003. DF5843 DF5843.The orthometric height was determined by GPS observations and a DF5843.high-resolution geoid model. DF5843 DF5843.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5843 DF5843.The Laplace correction was computed from DEFLEC99 derived deflections. DF5843 DF5843.The ellipsoidal height was determined by GPS observations DF5843.and is referenced to NAD 83. DF5843 DF5843.The geoid height was determined by GEOID99. DF5843 DF5843; North East Units Scale Converg. DF5843;SPC FL W - 403,570.650 121,199.651 MT 1.00001779 -0 22 32.6 DF5843;UTM 17 - 3,095,612.780 322,865.294 MT 0.99998728 -0 50 42.0 DF5843 DF5843|---------------------------------------------------------------------| DF5843| PID Reference Object Distance Geod. Az | DF5843| dddmmss.s | DF5843| DF5844 PCDSM GPS 68 234.790 METERS 29334 | DF5843|---------------------------------------------------------------------| DF5843 DF5843 SUPERSEDED SURVEY CONTROL DF5843 DF5843.No superseded survey control is available for this station. DF5843 DF5843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2286595613(NAD 83) DF5843_MARKER: DD = SURVEY DISK DF5843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5843_STAMPING: PCDSM GPS 67 1999 DF5843_PROJECTION: FLUSH DF5843_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5843+STABILITY: SURFACE MOTION DF5843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5843+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5843 DF5843 HISTORY - Date Condition Report By DF5843 HISTORY - 19990909 MONUMENTED FL-103 DF5843 DF5843 STATION DESCRIPTION DF5843 DF5843'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5843'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 19 AND CR 576 DF5843'(SUNSET POINT ROAD), RUN WEST ON CR 576 FOR 3.9 MILES TO THE DF5843'INTERSECTION DF5843'OF US HIGHWAY ALTERNATE 19 AND CR 576, TURN LEFT AND RUN SOUTH ON US DF5843'HIGHWAY ALTERNATE 19 FOR 1.1 MILES TO THE INTERSECTION OF SEMINOLE DF5843'STREET AND US HIGHWAY ALTERNATE 19, TURN RIGHT AND RUN WESTERLY ON DF5843'SEMINOLE STREET FOR 0.1 MILES. STATION IS ON THE RIGHT 15 FT. NORTH DF5843'OF THE DF5843'CENTERLINE OF SEMINOLE STREET, BETWEEN THE BACK OF CURB AND THE DF5843'SIDEWALK, 46 FT. N 10 W OF LPC3342, 58.3 FT. N 75 E OF FIRE HYDRANT, DF5843'1.5 FT. S 75 W DF5843'OF MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH DF5843'THE DF5843'GROUND. DF5843' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5844 *********************************************************************** DF5844 DESIGNATION - PCDSM GPS 68 DF5844 PID - DF5844 DF5844 STATE/COUNTY- FL/PINELLAS DF5844 USGS QUAD - CLEARWATER (1987) DF5844 DF5844 *CURRENT SURVEY CONTROL DF5844 ___________________________________________________________________ DF5844* NAD 83(1999)- 27 58 28.94342(N) 082 48 11.35302(W) ADJUSTED DF5844* NAVD 88 - 1.5 (meters) 5. (feet) GPS OBS DF5844 ___________________________________________________________________ DF5844 X - 706,197.479 (meters) COMP DF5844 Y - -5,592,604.199 (meters) COMP DF5844 Z - 2,974,019.234 (meters) COMP DF5844 LAPLACE CORR- -1.73 (seconds) DEFLEC99 DF5844 ELLIP HEIGHT- -23.12 (meters) (05/29/03) GPS OBS DF5844 GEOID HEIGHT- -24.51 (meters) GEOID99 DF5844 DF5844 HORZ ORDER - FIRST DF5844 ELLP ORDER - FOURTH CLASS II DF5844 DF5844.The horizontal coordinates were established by GPS observations DF5844.and adjusted by the National Geodetic Survey in May 2003. DF5844 DF5844.The orthometric height was determined by GPS observations and a DF5844.high-resolution geoid model. DF5844 DF5844.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5844 DF5844.The Laplace correction was computed from DEFLEC99 derived deflections. DF5844 DF5844.The ellipsoidal height was determined by GPS observations DF5844.and is referenced to NAD 83. DF5844 DF5844.The geoid height was determined by GEOID99. DF5844 DF5844; North East Units Scale Converg. DF5844;SPC FL W - 403,665.935 120,985.060 MT 1.00001821 -0 22 36.4 DF5844;UTM 17 - 3,095,709.815 322,651.497 MT 0.99998822 -0 50 45.8 DF5844 DF5844|---------------------------------------------------------------------| DF5844| PID Reference Object Distance Geod. Az | DF5844| dddmmss.s | DF5844| DF5843 PCDSM GPS 67 234.790 METERS 11334 | DF5844|---------------------------------------------------------------------| DF5844 DF5844 SUPERSEDED SURVEY CONTROL DF5844 DF5844.No superseded survey control is available for this station. DF5844 DF5844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2265195710(NAD 83) DF5844_MARKER: DD = SURVEY DISK DF5844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5844_STAMPING: PCDSM GPS 68 1999 DF5844_PROJECTION: FLUSH DF5844_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5844+STABILITY: SURFACE MOTION DF5844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5844+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5844 DF5844 HISTORY - Date Condition Report By DF5844 HISTORY - 19990909 MONUMENTED FL-103 DF5844 DF5844 STATION DESCRIPTION DF5844 DF5844'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5844'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 19 AND CR 576 DF5844'(SUNSET POINT ROAD), RUN WEST ON CR 576 FOR 3.9 MILES TO THE DF5844'INTERSECTION DF5844'OF US HIGHWAY ALTERNATE 19 AND CR 576, TURN LEFT AND RUN SOUTH ON US DF5844'HIGHWAY ALTERNATE 19 FOR 1.1 MILES TO THE INTERSECTION OF SEMINOLE DF5844'STREET AND US HIGHWAY ALTERNATE 19, TURN RIGHT AND RUN WESTERLY ON DF5844'SEMINOLE STREET FOR 0.2 MILES. STATION IS 190.4 FT. WEST OF BOAT RAMP DF5844'IN A DF5844'GRASSY AREA, 63.8 FT. N 60 W OF FLORIDA POWER CORPORATION MANHOLE, 109 DF5844'FT. DF5844'N 75 W OF FIRE HYDRANT, 3 FT. WEST OF THE WEST EDGE OF A 5 FT. DF5844'CONCRETE DF5844'SIDEWALK, 1.8 FT. EAST OF MARKER. SET IN THE TOP OF A CONCRETE DF5844'MONUMENT DF5844'THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5845 *********************************************************************** DF5845 DESIGNATION - PCDSM GPS 69 DF5845 PID - DF5845 DF5845 STATE/COUNTY- FL/PINELLAS DF5845 USGS QUAD - SEMINOLE (1995) DF5845 DF5845 *CURRENT SURVEY CONTROL DF5845 ___________________________________________________________________ DF5845* NAD 83(1999)- 27 51 22.65896(N) 082 48 19.83631(W) ADJUSTED DF5845* NAVD 88 - 18.6 (meters) 61. (feet) GPS OBS DF5845 ___________________________________________________________________ DF5845 X - 706,738.771 (meters) COMP DF5845 Y - -5,598,743.477 (meters) COMP DF5845 Z - 2,962,432.066 (meters) COMP DF5845 LAPLACE CORR- -1.59 (seconds) DEFLEC99 DF5845 ELLIP HEIGHT- -5.78 (meters) (05/29/03) GPS OBS DF5845 GEOID HEIGHT- -24.28 (meters) GEOID99 DF5845 DF5845 HORZ ORDER - FIRST DF5845 ELLP ORDER - FOURTH CLASS II DF5845 DF5845.The horizontal coordinates were established by GPS observations DF5845.and adjusted by the National Geodetic Survey in May 2003. DF5845 DF5845.The orthometric height was determined by GPS observations and a DF5845.high-resolution geoid model. DF5845 DF5845.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5845 DF5845.The Laplace correction was computed from DEFLEC99 derived deflections. DF5845 DF5845.The ellipsoidal height was determined by GPS observations DF5845.and is referenced to NAD 83. DF5845 DF5845.The geoid height was determined by GEOID99. DF5845 DF5845; North East Units Scale Converg. DF5845;SPC FL W - 390,545.269 120,666.845 MT 1.00001883 -0 22 35.0 DF5845;UTM 17 - 3,082,592.575 322,226.050 MT 0.99999009 -0 50 37.9 DF5845 DF5845|---------------------------------------------------------------------| DF5845| PID Reference Object Distance Geod. Az | DF5845| dddmmss.s | DF5845| DF5846 PCDSM GPS 70 256.274 METERS 13216 | DF5845|---------------------------------------------------------------------| DF5845 DF5845 SUPERSEDED SURVEY CONTROL DF5845 DF5845.No superseded survey control is available for this station. DF5845 DF5845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2222682593(NAD 83) DF5845_MARKER: DD = SURVEY DISK DF5845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5845_STAMPING: PCDSM GPS 69 1999 DF5845_PROJECTION: FLUSH DF5845_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5845+STABILITY: SURFACE MOTION DF5845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5845+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5845 DF5845 HISTORY - Date Condition Report By DF5845 HISTORY - 19990909 MONUMENTED FL-103 DF5845 DF5845 STATION DESCRIPTION DF5845 DF5845'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5845'TO REACH THE STATION FROM THE INTERSECTION OF US ALTERNATE 19 DF5845'(SEMINOLE DF5845'BLVD) AND CR 694 (PARK BLVD), RUN WEST ON CR 694 FOR 1.5 MILES TO THE DF5845'INTERSECTION OF CR 694 AND CR 283 (125TH STREET), TURN RIGHT AND RUN DF5845'NORTH ON CR 283 FOR 0.7 MILES TO THE INTERSECTION OF CR 283 AND 90TH DF5845'AVENUE, TURN RIGHT AND RUN EAST ON 90TH AVENUE FOR 0.2 MILES TO THE DF5845'ENTRANCE OF SEMINOLE YOUTH ATHLETIC COMPLEX, CONTINUE EAST INTO DF5845'COMPLEX FOR 0.1 MILES. STATION IS ON THE LEFT, 0.1 MILES NORTH OF THE DF5845'CENTERLINE OF THE ENTRANCE ROAD INTO THE SEMINOLE YOUTH ATHLETIC DF5845'COMPLEX, 73.5 FT. N 45 W OF NORTHEASTERNMOST SOFTBALL SCOREBOARD, DF5845'104.7 DF5845'FT. N 30 E OF WOODEN LIGHT FOR SOFTBALL FIELD, 24 FT. S 60 E OF NORTH DF5845'END OF 7 DF5845'FT. HIGH CONCRETE BLOCK WALL, 27.5 FT. NORTH OF 6 FT. STOCKADE FENCE, DF5845'2.2 FT. DF5845'SOUTH OF MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH DF5845'WITH THE GROUND. DF5845' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5846 *********************************************************************** DF5846 DESIGNATION - PCDSM GPS 70 DF5846 PID - DF5846 DF5846 STATE/COUNTY- FL/PINELLAS DF5846 USGS QUAD - SEMINOLE (1995) DF5846 DF5846 *CURRENT SURVEY CONTROL DF5846 ___________________________________________________________________ DF5846* NAD 83(1999)- 27 51 17.05981(N) 082 48 12.90418(W) ADJUSTED DF5846* NAVD 88 - 17.5 (meters) 57. (feet) GPS OBS DF5846 ___________________________________________________________________ DF5846 X - 706,936.894 (meters) COMP DF5846 Y - -5,598,798.611 (meters) COMP DF5846 Z - 2,962,279.144 (meters) COMP DF5846 LAPLACE CORR- -1.59 (seconds) DEFLEC99 DF5846 ELLIP HEIGHT- -6.93 (meters) (05/29/03) GPS OBS DF5846 GEOID HEIGHT- -24.28 (meters) GEOID99 DF5846 DF5846 HORZ ORDER - FIRST DF5846 ELLP ORDER - FOURTH CLASS II DF5846 DF5846.The horizontal coordinates were established by GPS observations DF5846.and adjusted by the National Geodetic Survey in May 2003. DF5846 DF5846.The orthometric height was determined by GPS observations and a DF5846.high-resolution geoid model. DF5846 DF5846.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5846 DF5846.The Laplace correction was computed from DEFLEC99 derived deflections. DF5846 DF5846.The ellipsoidal height was determined by GPS observations DF5846.and is referenced to NAD 83. DF5846 DF5846.The geoid height was determined by GEOID99. DF5846 DF5846; North East Units Scale Converg. DF5846;SPC FL W - 390,371.669 120,855.371 MT 1.00001846 -0 22 31.7 DF5846;UTM 17 - 3,082,417.448 322,413.147 MT 0.99998927 -0 50 34.5 DF5846 DF5846|---------------------------------------------------------------------| DF5846| PID Reference Object Distance Geod. Az | DF5846| dddmmss.s | DF5846| DF5845 PCDSM GPS 69 256.274 METERS 31216 | DF5846|---------------------------------------------------------------------| DF5846 DF5846 SUPERSEDED SURVEY CONTROL DF5846 DF5846.No superseded survey control is available for this station. DF5846 DF5846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2241382417(NAD 83) DF5846_MARKER: DD = SURVEY DISK DF5846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5846_STAMPING: PCDSM GPS 70 1999 DF5846_PROJECTION: FLUSH DF5846_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5846+STABILITY: SURFACE MOTION DF5846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5846+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5846 DF5846 HISTORY - Date Condition Report By DF5846 HISTORY - 19990909 MONUMENTED FL-103 DF5846 DF5846 STATION DESCRIPTION DF5846 DF5846'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5846'TO REACH THE STATION FROM THE INTERSECTION OF US ALTERNATE 19 DF5846'(SEMINOLE DF5846'BLVD) AND CR 694 (PARK BLVD), RUN WEST ON CR 694 FOR 1.5 MILES TO THE DF5846'INTERSECTION OF CR 694 AND CR 283 (125TH STREET), TURN RIGHT AND RUN DF5846'NORTH ON CR 283 FOR 0.5 MILES TO THE INTERSECTION OF CR 283 AND CR 264 DF5846'(86TH DF5846'AVENUE NORTH), TURN RIGHT AND RUN EAST ON CR 264 FOR 0.4 MILES TO THE DF5846'INTERSECTION OF CR 264 AND THE PINELLAS TRAIL, TURN LEFT AND RUN NORTH DF5846'ON DF5846'THE PINELLAS TRAIL FOR 0.2 MILES. STATION IS ON THE RIGHT, 12.5 EAST DF5846'OF THE DF5846'CENTERLINE OF THE PINELLAS TRAIL, 180.5 FT. SOUTH OF THE SOUTH END OF DF5846'MEDIAN IN THE PINELLAS TRAIL, 47.7 FT. N 30 E OF THE NORTH POST OF A DF5846'GUARDRAIL ON THE WEST SIDE OF THE PINELLAS TRAIL, 2 FT. WEST OF DF5846'MARKER. DF5846'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. DF5846' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5847 *********************************************************************** DF5847 DESIGNATION - PCDSM GPS 71 DF5847 PID - DF5847 DF5847 STATE/COUNTY- FL/PINELLAS DF5847 USGS QUAD - ST PETERSBURG (1987) DF5847 DF5847 *CURRENT SURVEY CONTROL DF5847 ___________________________________________________________________ DF5847* NAD 83(1999)- 27 51 06.65433(N) 082 42 54.43395(W) ADJUSTED DF5847* NAVD 88 - 4.0 (meters) 13. (feet) GPS OBS DF5847 ___________________________________________________________________ DF5847 X - 715,597.973 (meters) COMP DF5847 Y - -5,597,836.951 (meters) COMP DF5847 Z - 2,961,989.592 (meters) COMP DF5847 LAPLACE CORR- -1.67 (seconds) DEFLEC99 DF5847 ELLIP HEIGHT- -20.53 (meters) (05/29/03) GPS OBS DF5847 GEOID HEIGHT- -24.40 (meters) GEOID99 DF5847 DF5847 HORZ ORDER - FIRST DF5847 ELLP ORDER - FOURTH CLASS II DF5847 DF5847.The horizontal coordinates were established by GPS observations DF5847.and adjusted by the National Geodetic Survey in May 2003. DF5847 DF5847.The orthometric height was determined by GPS observations and a DF5847.high-resolution geoid model. DF5847 DF5847.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5847 DF5847.The Laplace correction was computed from DEFLEC99 derived deflections. DF5847 DF5847.The ellipsoidal height was determined by GPS observations DF5847.and is referenced to NAD 83. DF5847 DF5847.The geoid height was determined by GEOID99. DF5847 DF5847; North East Units Scale Converg. DF5847;SPC FL W - 389,997.410 129,566.545 MT 1.00000239 -0 20 02.8 DF5847;UTM 17 - 3,081,972.157 331,120.633 MT 0.99995203 -0 48 05.3 DF5847 DF5847|---------------------------------------------------------------------| DF5847| PID Reference Object Distance Geod. Az | DF5847| dddmmss.s | DF5847| AG0924 SKYVIEW 186.015 METERS 16043 | DF5847|---------------------------------------------------------------------| DF5847 DF5847 SUPERSEDED SURVEY CONTROL DF5847 DF5847.No superseded survey control is available for this station. DF5847 DF5847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3112181972(NAD 83) DF5847_MARKER: DD = SURVEY DISK DF5847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5847_STAMPING: PCDSM GPS 71 1999 DF5847_PROJECTION: FLUSH DF5847_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5847+STABILITY: SURFACE MOTION DF5847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5847+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5847 DF5847 HISTORY - Date Condition Report By DF5847 HISTORY - 19990909 MONUMENTED FL-103 DF5847 DF5847 STATION DESCRIPTION DF5847 DF5847'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5847'TO REACH STATION FROM THE INTERSECTION OF U S HIGHWAY ALTERNATE 19 DF5847'(66TH STREET N) AND CR 694 (PARK BLVD), RUN EAST ON CR 694 FOR A DF5847'DISTANCE OF DF5847'0.75 MILES TO THE INTERSECTION OF CR 694 AND 60TH STREET N, TURN LEFT DF5847'AND DF5847'RUN NORTH ON 60TH STREET FOR 0.8 MILES. STATION IS ON THE RIGHT, DF5847'449.5 FT. DF5847'EAST OF THE CENTERLINE OF 60TH STREET, 148.5 FT. N 15 W OF THE DF5847'NORTHEAST DF5847'CORNER OF A BASKETBALL COURT, 162.8 FT. N 45 E OF PP153607, 14.6 FT. DF5847'S 65 W OF DF5847'WEST POLE IN OPENING IN FENCE, 7 FT. SOUTH OF CHAINLINK FENCE, 2 FT. DF5847'SOUTH OF DF5847'MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE DF5847'GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5848 *********************************************************************** DF5848 DESIGNATION - PCDSM GPS 72 DF5848 PID - DF5848 DF5848 STATE/COUNTY- FL/PINELLAS DF5848 USGS QUAD - ANNA MARIA (1981) DF5848 DF5848 *CURRENT SURVEY CONTROL DF5848 ___________________________________________________________________ DF5848* NAD 83(1999)- 27 36 56.16456(N) 082 43 54.92612(W) ADJUSTED DF5848* NAVD 88 - 1.2 (meters) 4. (feet) GPS OBS DF5848 ___________________________________________________________________ DF5848 X - 715,497.253 (meters) COMP DF5848 Y - -5,610,129.479 (meters) COMP DF5848 Z - 2,938,816.259 (meters) COMP DF5848 LAPLACE CORR- -1.72 (seconds) DEFLEC99 DF5848 ELLIP HEIGHT- -23.10 (meters) (05/29/03) GPS OBS DF5848 GEOID HEIGHT- -24.17 (meters) GEOID99 DF5848 DF5848 HORZ ORDER - FIRST DF5848 ELLP ORDER - FOURTH CLASS II DF5848 DF5848.The horizontal coordinates were established by GPS observations DF5848.and adjusted by the National Geodetic Survey in May 2003. DF5848 DF5848.The orthometric height was determined by GPS observations and a DF5848.high-resolution geoid model. DF5848 DF5848.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5848 DF5848.The Laplace correction was computed from DEFLEC99 derived deflections. DF5848 DF5848.The ellipsoidal height was determined by GPS observations DF5848.and is referenced to NAD 83. DF5848 DF5848.The geoid height was determined by GEOID99. DF5848 DF5848; North East Units Scale Converg. DF5848;SPC FL W - 363,827.726 127,755.861 MT 1.00000558 -0 20 21.4 DF5848;UTM 17 - 3,055,819.296 329,097.473 MT 0.99996053 -0 48 10.8 DF5848 DF5848 SUPERSEDED SURVEY CONTROL DF5848 DF5848.No superseded survey control is available for this station. DF5848 DF5848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2909755819(NAD 83) DF5848_MARKER: DD = SURVEY DISK DF5848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5848_STAMPING: PCDSM GPS 72 1999 DF5848_PROJECTION: FLUSH DF5848_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5848+STABILITY: SURFACE MOTION DF5848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5848+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5848 DF5848 HISTORY - Date Condition Report By DF5848 HISTORY - 19990909 MONUMENTED FL-103 DF5848 DF5848 STATION DESCRIPTION DF5848 DF5848'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5848'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY 19 AND SR 682 DF5848'(54TH DF5848'AVENUE SOUTH), RUN WEST ON SR 682 FOR 2.2 MILES TO THE INTERSECTION OF DF5848'SR DF5848'682 AND SR 679 (PINELLAS BAYWAY), TURN LEFT AND RUN SOUTH ON SR 679 DF5848'FOR 6.3 DF5848'MILES, TO THE INTERSECTION OF SR 679 AND ANDERSON BLVD, TURN RIGHT AND DF5848'RUN WEST ON ANDERSON BLVD FOR 1.1 MILES. STATION IS ON THE RIGHT, DF5848'33.5 FT. N DF5848'15 W FROM THE CENTERLINE OF ANDERSON BLVD, 231 FT. S 60 W OF DF5848'PP160832, 66.4 DF5848'FT. S 80 E OF PP160831, 1.8 FT. S 15 E OF MARKER. SET IN THE TOP ON DF5848'A CONCRETE DF5848'MONUMENT THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5849 *********************************************************************** DF5849 DESIGNATION - PCDSM GPS 73 DF5849 PID - DF5849 DF5849 STATE/COUNTY- FL/PINELLAS DF5849 USGS QUAD - ST PETERSBURG (1987) DF5849 DF5849 *CURRENT SURVEY CONTROL DF5849 ___________________________________________________________________ DF5849* NAD 83(1999)- 27 47 41.02952(N) 082 39 54.34436(W) ADJUSTED DF5849* NAVD 88 - 16.0 (meters) 52. (feet) GPS OBS DF5849 ___________________________________________________________________ DF5849 X - 720,863.697 (meters) COMP DF5849 Y - -5,600,150.718 (meters) COMP DF5849 Z - 2,956,397.352 (meters) COMP DF5849 LAPLACE CORR- -1.88 (seconds) DEFLEC99 DF5849 ELLIP HEIGHT- -8.51 (meters) (05/29/03) GPS OBS DF5849 GEOID HEIGHT- -24.39 (meters) GEOID99 DF5849 DF5849 HORZ ORDER - FIRST DF5849 ELLP ORDER - FOURTH CLASS II DF5849 DF5849.The horizontal coordinates were established by GPS observations DF5849.and adjusted by the National Geodetic Survey in May 2003. DF5849 DF5849.The orthometric height was determined by GPS observations and a DF5849.high-resolution geoid model. DF5849 DF5849.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5849 DF5849.The Laplace correction was computed from DEFLEC99 derived deflections. DF5849 DF5849.The ellipsoidal height was determined by GPS observations DF5849.and is referenced to NAD 83. DF5849 DF5849.The geoid height was determined by GEOID99. DF5849 DF5849; North East Units Scale Converg. DF5849;SPC FL W - 383,640.190 134,459.418 MT 0.99999418 -0 18 36.5 DF5849;UTM 17 - 3,075,575.634 335,961.265 MT 0.99993214 -0 46 35.8 DF5849 DF5849|---------------------------------------------------------------------| DF5849| PID Reference Object Distance Geod. Az | DF5849| dddmmss.s | DF5849| DF5850 PCDSM GPS 74 384.929 METERS 15308 | DF5849|---------------------------------------------------------------------| DF5849 DF5849 SUPERSEDED SURVEY CONTROL DF5849 DF5849.No superseded survey control is available for this station. DF5849 DF5849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3596175576(NAD 83) DF5849_MARKER: DD = SURVEY DISK DF5849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5849_STAMPING: PCDSM GPS 73 1999 DF5849_PROJECTION: FLUSH DF5849_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5849+STABILITY: SURFACE MOTION DF5849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5849+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5849 DF5849 HISTORY - Date Condition Report By DF5849 HISTORY - 19990909 MONUMENTED FL-103 DF5849 DF5849 STATION DESCRIPTION DF5849 DF5849'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5849'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY 92 (4TH STREET DF5849'NORTH) AND 22ND AVENUE NORTH, RUN WEST ON 22ND AVENUE NORTH FOR 1.4 DF5849'MILES TO THE INTERSECTION OF 22ND AVENUE NORTH AND THE RAILROAD TRACKS DF5849'AT HOME DEPOT, RUN NORTH UP THE RAILROAD TRACKS FOR 0.2 MILES. DF5849'STATION IS DF5849'ON THE LEFT, 23 FT. WEST OF THE CENTERLINE OF THE RAILROAD TRACKS, DF5849'47.6 FT. DF5849'N 15 W OF A RAILROAD SWITCH, 38.5 FT. S 70 E OF A LIGHT POLE, 29.7 FT. DF5849'EAST OF A DF5849'CHAIN LINK FENCE, 2 FT. EAST OF MARKER. SET IN THE TOP OF A CONCRETE DF5849'MONUMENT THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5850 *********************************************************************** DF5850 DESIGNATION - PCDSM GPS 74 DF5850 PID - DF5850 DF5850 STATE/COUNTY- FL/PINELLAS DF5850 USGS QUAD - ST PETERSBURG (1987) DF5850 DF5850 *CURRENT SURVEY CONTROL DF5850 ___________________________________________________________________ DF5850* NAD 83(1999)- 27 47 29.87508(N) 082 39 47.98820(W) ADJUSTED DF5850* NAVD 88 - 16.0 (meters) 52. (feet) GPS OBS DF5850 ___________________________________________________________________ DF5850 X - 721,056.716 (meters) COMP DF5850 Y - -5,600,287.318 (meters) COMP DF5850 Z - 2,956,093.618 (meters) COMP DF5850 LAPLACE CORR- -1.87 (seconds) DEFLEC99 DF5850 ELLIP HEIGHT- -8.48 (meters) (05/29/03) GPS OBS DF5850 GEOID HEIGHT- -24.39 (meters) GEOID99 DF5850 DF5850 HORZ ORDER - FIRST DF5850 ELLP ORDER - FOURTH CLASS II DF5850 DF5850.The horizontal coordinates were established by GPS observations DF5850.and adjusted by the National Geodetic Survey in May 2003. DF5850 DF5850.The orthometric height was determined by GPS observations and a DF5850.high-resolution geoid model. DF5850 DF5850.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5850 DF5850.The Laplace correction was computed from DEFLEC99 derived deflections. DF5850 DF5850.The ellipsoidal height was determined by GPS observations DF5850.and is referenced to NAD 83. DF5850 DF5850.The geoid height was determined by GEOID99. DF5850 DF5850; North East Units Scale Converg. DF5850;SPC FL W - 383,295.897 134,631.556 MT 0.99999390 -0 18 33.5 DF5850;UTM 17 - 3,075,229.973 336,130.584 MT 0.99993146 -0 46 32.6 DF5850 DF5850|---------------------------------------------------------------------| DF5850| PID Reference Object Distance Geod. Az | DF5850| dddmmss.s | DF5850| DF5849 PCDSM GPS 73 384.929 METERS 33308 | DF5850|---------------------------------------------------------------------| DF5850 DF5850 SUPERSEDED SURVEY CONTROL DF5850 DF5850.No superseded survey control is available for this station. DF5850 DF5850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3613175230(NAD 83) DF5850_MARKER: DD = SURVEY DISK DF5850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5850_STAMPING: PCDSM GPS 74 1999 DF5850_PROJECTION: FLUSH DF5850_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5850+STABILITY: SURFACE MOTION DF5850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5850+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5850 DF5850 HISTORY - Date Condition Report By DF5850 HISTORY - 19990909 MONUMENTED FL-103 DF5850 DF5850 STATION DESCRIPTION DF5850 DF5850'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5850'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY 92 (4TH STREET DF5850'NORTH) AND 22ND AVENUE NORTH, RUN WEST ON 22ND AVENUE NORTH FOR 1.4 DF5850'MILES TO THE INTERSECTION OF 22ND AVENUE NORTH AND THE RAILROAD TRACKS DF5850'AT HOME DEPOT, RUN SOUTH DOWN THE RAILROAD TRACKS FOR 149.7 FT. DF5850'STATION DF5850'IS ON THE LEFT, 36.7 FT. EAST OF THE CENTERLINE OF THE RAILROAD DF5850'TRACKS, 68.2 DF5850'FT. WEST OF THE CENTERLINE OF 22ND STREET NORTH, 87 FT. S 10 W OF DF5850'LP169506, DF5850'98.3 FT. N 30 W OF PP2251, 2 FT. WEST OF MARKER. SET IN THE TOP OF A DF5850'CONCRETE DF5850'MONUMENT THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5851 *********************************************************************** DF5851 DESIGNATION - PCDSM GPS 75 DF5851 PID - DF5851 DF5851 STATE/COUNTY- FL/PINELLAS DF5851 USGS QUAD - OLDSMAR (1987) DF5851 DF5851 *CURRENT SURVEY CONTROL DF5851 ___________________________________________________________________ DF5851* NAD 83(1999)- 28 06 15.80368(N) 082 41 26.59164(W) ADJUSTED DF5851* NAVD 88 - 5.2 (meters) 17. (feet) GPS OBS DF5851 ___________________________________________________________________ DF5851 X - 716,311.564 (meters) COMP DF5851 Y - -5,584,509.674 (meters) COMP DF5851 Z - 2,986,705.389 (meters) COMP DF5851 LAPLACE CORR- -1.36 (seconds) DEFLEC99 DF5851 ELLIP HEIGHT- -19.81 (meters) (05/29/03) GPS OBS DF5851 GEOID HEIGHT- -24.97 (meters) GEOID99 DF5851 DF5851 HORZ ORDER - FIRST DF5851 ELLP ORDER - FOURTH CLASS II DF5851 DF5851.The horizontal coordinates were established by GPS observations DF5851.and adjusted by the National Geodetic Survey in May 2003. DF5851 DF5851.The orthometric height was determined by GPS observations and a DF5851.high-resolution geoid model. DF5851 DF5851.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5851 DF5851.The Laplace correction was computed from DEFLEC99 derived deflections. DF5851 DF5851.The ellipsoidal height was determined by GPS observations DF5851.and is referenced to NAD 83. DF5851 DF5851.The geoid height was determined by GEOID99. DF5851 DF5851; North East Units Scale Converg. DF5851;SPC FL W - 417,969.555 132,128.158 MT 0.99999801 -0 19 31.4 DF5851;UTM 17 - 3,109,920.874 333,911.125 MT 0.99994048 -0 47 47.9 DF5851 DF5851|---------------------------------------------------------------------| DF5851| PID Reference Object Distance Geod. Az | DF5851| dddmmss.s | DF5851| DF5852 PCDSM GPS 76 346.320 METERS 01057 | DF5851|---------------------------------------------------------------------| DF5851 DF5851 SUPERSEDED SURVEY CONTROL DF5851 DF5851.No superseded survey control is available for this station. DF5851 DF5851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3391109921(NAD 83) DF5851_MARKER: DD = SURVEY DISK DF5851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5851_STAMPING: PCDSM GPS 75 1999 DF5851_PROJECTION: FLUSH DF5851_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5851+STABILITY: SURFACE MOTION DF5851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5851+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5851 DF5851 HISTORY - Date Condition Report By DF5851 HISTORY - 19990909 MONUMENTED FL-103 DF5851 DF5851 STATION DESCRIPTION DF5851 DF5851'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5851'TO REACH STATION FROM THE INTERSECTION OF CR 582 (KEYSTONE ROAD) AND DF5851'CR DF5851'611 (EAST LAKE ROAD), RUN SOUTHERLY ON CR 611 FOR 3.2 MILES TO THE DF5851'INTERSECTION OF CR 611 AND RIDGEMOOR BOULEVARD, TURN LEFT AND RUN DF5851'EASTERLY ON RIDGEMOOR BOULEVARD FOR A DISTANCE OF 0.2 MILES TO THE DF5851'INTERSECTION OF PINE RIDGE BOULEVARD AND RIDGEMOOR BOULEVARD, TURN DF5851'LEFT AND RUN NORTHERLY ON PINE RIDGE BOULEVARD FOR A DISTANCE OF 0.25 DF5851'MILE TO THE INTERSECTION OF COMMERCIAL DRIVE AND PINE RIDGE BOULEVARD, DF5851'TURN LEFT AND RUN WESTERLY ON COMMERCIAL DRIVE FOR A DISTANCE OF 152 DF5851'FT. DF5851'STATION IS ON THE LEFT, 29 FT. SOUTH OF THE CENTERLINE OF COMMERCIAL DF5851'DRIVE, DF5851'5.5 FT. NORTH OF THE NORTH EDGE OF A 5 FT. CONCRETE SIDEWALK, 50 FT. N DF5851'40 E DF5851'OF LP B214911, 1.5 FT. NORTH OF MARKER. SET IN THE TOP OF A CONCRETE DF5851'MONUMENT THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5852 *********************************************************************** DF5852 DESIGNATION - PCDSM GPS 76 DF5852 PID - DF5852 DF5852 STATE/COUNTY- FL/PINELLAS DF5852 USGS QUAD - OLDSMAR (1987) DF5852 DF5852 *CURRENT SURVEY CONTROL DF5852 ___________________________________________________________________ DF5852* NAD 83(1999)- 28 06 26.84867(N) 082 41 24.17981(W) ADJUSTED DF5852* NAVD 88 - 5.5 (meters) 18. (feet) GPS OBS DF5852 ___________________________________________________________________ DF5852 X - 716,356.513 (meters) COMP DF5852 Y - -5,584,342.658 (meters) COMP DF5852 Z - 2,987,005.427 (meters) COMP DF5852 LAPLACE CORR- -1.34 (seconds) DEFLEC99 DF5852 ELLIP HEIGHT- -19.54 (meters) (05/29/03) GPS OBS DF5852 GEOID HEIGHT- -24.98 (meters) GEOID99 DF5852 DF5852 HORZ ORDER - FIRST DF5852 ELLP ORDER - FOURTH CLASS II DF5852 DF5852.The horizontal coordinates were established by GPS observations DF5852.and adjusted by the National Geodetic Survey in May 2003. DF5852 DF5852.The orthometric height was determined by GPS observations and a DF5852.high-resolution geoid model. DF5852 DF5852.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5852 DF5852.The Laplace correction was computed from DEFLEC99 derived deflections. DF5852 DF5852.The ellipsoidal height was determined by GPS observations DF5852.and is referenced to NAD 83. DF5852 DF5852.The geoid height was determined by GEOID99. DF5852 DF5852; North East Units Scale Converg. DF5852;SPC FL W - 418,309.180 132,195.920 MT 0.99999790 -0 19 30.4 DF5852;UTM 17 - 3,110,259.910 333,981.674 MT 0.99994019 -0 47 47.1 DF5852 DF5852|---------------------------------------------------------------------| DF5852| PID Reference Object Distance Geod. Az | DF5852| dddmmss.s | DF5852| DF5851 PCDSM GPS 75 346.320 METERS 19058 | DF5852|---------------------------------------------------------------------| DF5852 DF5852 SUPERSEDED SURVEY CONTROL DF5852 DF5852.No superseded survey control is available for this station. DF5852 DF5852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3398210260(NAD 83) DF5852_MARKER: DD = SURVEY DISK DF5852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5852_STAMPING: PCDSM GPS 76 1999 DF5852_PROJECTION: FLUSH DF5852_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5852+STABILITY: SURFACE MOTION DF5852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5852+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5852 DF5852 HISTORY - Date Condition Report By DF5852 HISTORY - 19990909 MONUMENTED FL-103 DF5852 DF5852 STATION DESCRIPTION DF5852 DF5852'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5852'TO REACH STATION FROM THE INTERSECTION OF CR 582 (KEYSTONE ROAD) AND DF5852'CR DF5852'611 (EAST LAKE ROAD), RUN SOUTHERLY ON CR 611 FOR 3.2 MILES TO THE DF5852'INTERSECTION OF CR 611 AND RIDGEMOOR BOULEVARD, TURN LEFT AND RUN DF5852'EASTERLY ON RIDGEMOOR BOULEVARD FOR A DISTANCE OF 0.2 MILES TO THE DF5852'INTERSECTION OF PINE RIDGE BOULEVARD AND RIDGEMOOR BOULEVARD, TURN DF5852'LEFT AND RUN NORTHERLY ON PINE RIDGE BOULEVARD FOR A DISTANCE OF 0.4 DF5852'MILE. STATION IS ON THE RIGHT, 26 FT. EAST OF THE CENTERLINE OF PINE DF5852'RIDGE DF5852'BOULEVARD, 18 FT. WEST OF THE WEST EDGE OF A 5 FT. CONCRETE SIDEWALK, DF5852'92 DF5852'FT. S 35 E OF LP B214920, 103 FT. N 30 E OF LP B214921, 1.5 FT. WEST DF5852'OF MARKER. DF5852'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5856 *********************************************************************** DF5856 DESIGNATION - PCDSM GPS 77 DF5856 PID - DF5856 DF5856 STATE/COUNTY- FL/PINELLAS DF5856 USGS QUAD - CLEARWATER (1987) DF5856 DF5856 *CURRENT SURVEY CONTROL DF5856 ___________________________________________________________________ DF5856* NAD 83(1999)- 27 57 41.71166(N) 082 49 42.56122(W) ADJUSTED DF5856* NAVD 88 - 1.7 (meters) 6. (feet) GPS OBS DF5856 ___________________________________________________________________ DF5856 X - 703,809.569 (meters) COMP DF5856 Y - -5,593,592.676 (meters) COMP DF5856 Z - 2,972,735.227 (meters) COMP DF5856 LAPLACE CORR- -1.69 (seconds) DEFLEC99 DF5856 ELLIP HEIGHT- -22.87 (meters) (05/29/03) GPS OBS DF5856 GEOID HEIGHT- -24.45 (meters) GEOID99 DF5856 DF5856 HORZ ORDER - FIRST DF5856 ELLP ORDER - FOURTH CLASS II DF5856 DF5856.The horizontal coordinates were established by GPS observations DF5856.and adjusted by the National Geodetic Survey in May 2003. DF5856 DF5856.The orthometric height was determined by GPS observations and a DF5856.high-resolution geoid model. DF5856 DF5856.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5856 DF5856.The Laplace correction was computed from DEFLEC99 derived deflections. DF5856 DF5856.The ellipsoidal height was determined by GPS observations DF5856.and is referenced to NAD 83. DF5856 DF5856.The geoid height was determined by GEOID99. DF5856 DF5856; North East Units Scale Converg. DF5856;SPC FL W - 402,228.647 118,482.564 MT 1.00002316 -0 23 18.5 DF5856;UTM 17 - 3,094,293.107 320,137.383 MT 0.99999930 -0 51 27.3 DF5856 DF5856|---------------------------------------------------------------------| DF5856| PID Reference Object Distance Geod. Az | DF5856| dddmmss.s | DF5856| DF5853 PCDSM GPS 78 384.694 METERS 17531 | DF5856|---------------------------------------------------------------------| DF5856 DF5856 SUPERSEDED SURVEY CONTROL DF5856 DF5856.No superseded survey control is available for this station. DF5856 DF5856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2013794293(NAD 83) DF5856_MARKER: DD = SURVEY DISK DF5856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5856_STAMPING: PCDSM GPS 77 1999 DF5856_PROJECTION: FLUSH DF5856_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5856+STABILITY: SURFACE MOTION DF5856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5856+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5856 DF5856 HISTORY - Date Condition Report By DF5856 HISTORY - 19990909 MONUMENTED FL-103 DF5856 DF5856 STATION DESCRIPTION DF5856 DF5856'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5856'TO REACH STATION FROM THE INTERSECTION OF STATE ROAD 686 (EAST BAY DF5856'DRIVE) AND STATE ROAD 651 (MISSOURI AVENUE), RUN WEST ON STATE ROAD DF5856'686 DF5856'FOR 3.2 MILES TO INTERSECTION OF STATE ROAD 686 AND CR 183 (GULF DF5856'BOULEVARD), TURN RIGHT AND RUN NORTHERLY ON CR 183 FOR A DISTANCE OF DF5856'2.7 DF5856'MILES TO THE INTERSECTION OF CR 183 AND THE ENTRANCE ROAD TO SAND KEY DF5856'COUNTY PARK, TURN LEFT AND RUN WESTERLY, NORTHERLY, WESTERLY, AND DF5856'SOUTHERLY FOR 0.5 MILES. STATION IS ON THE RIGHT, 178.7 FT. NORTH OF DF5856'ENTRANCE TO BEACH PARKING LOT, 109 FT. WEST OF THE CENTERLINE OF THE DF5856'PARK ROAD, 235 FT. N 40 W OF FLAG POLE, 1.7 FT. S 25 E OF MARKER. SET DF5856'IN THE TOP DF5856'OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF5853 *********************************************************************** DF5853 DESIGNATION - PCDSM GPS 78 DF5853 PID - DF5853 DF5853 STATE/COUNTY- FL/PINELLAS DF5853 USGS QUAD - CLEARWATER (1987) DF5853 DF5853 *CURRENT SURVEY CONTROL DF5853 ___________________________________________________________________ DF5853* NAD 83(1999)- 27 57 29.25305(N) 082 49 41.45920(W) ADJUSTED DF5853* NAVD 88 - 1.4 (meters) 5. (feet) GPS OBS DF5853 ___________________________________________________________________ DF5853 X - 703,861.873 (meters) COMP DF5853 Y - -5,593,767.083 (meters) COMP DF5853 Z - 2,972,396.353 (meters) COMP DF5853 LAPLACE CORR- -1.70 (seconds) DEFLEC99 DF5853 ELLIP HEIGHT- -23.14 (meters) (05/29/03) GPS OBS DF5853 GEOID HEIGHT- -24.44 (meters) GEOID99 DF5853 DF5853 HORZ ORDER - FIRST DF5853 ELLP ORDER - FOURTH CLASS II DF5853 DF5853.The horizontal coordinates were established by GPS observations DF5853.and adjusted by the National Geodetic Survey in May 2003. DF5853 DF5853.The orthometric height was determined by GPS observations and a DF5853.high-resolution geoid model. DF5853 DF5853.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5853 DF5853.The Laplace correction was computed from DEFLEC99 derived deflections. DF5853 DF5853.The ellipsoidal height was determined by GPS observations DF5853.and is referenced to NAD 83. DF5853 DF5853.The geoid height was determined by GEOID99. DF5853 DF5853; North East Units Scale Converg. DF5853;SPC FL W - 401,844.930 118,510.086 MT 1.00002311 -0 23 17.9 DF5853;UTM 17 - 3,093,909.186 320,161.761 MT 0.99999920 -0 51 26.4 DF5853 DF5853|---------------------------------------------------------------------| DF5853| PID Reference Object Distance Geod. Az | DF5853| dddmmss.s | DF5853| DF5856 PCDSM GPS 77 384.694 METERS 35531 | DF5853|---------------------------------------------------------------------| DF5853 DF5853 SUPERSEDED SURVEY CONTROL DF5853 DF5853.No superseded survey control is available for this station. DF5853 DF5853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2016293909(NAD 83) DF5853_MARKER: DD = SURVEY DISK DF5853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5853_STAMPING: PCDSM GPS 78 1999 DF5853_PROJECTION: FLUSH DF5853_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5853+STABILITY: SURFACE MOTION DF5853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5853+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5853 DF5853 HISTORY - Date Condition Report By DF5853 HISTORY - 19990909 MONUMENTED FL-103 DF5853 DF5853 STATION DESCRIPTION DF5853 DF5853'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5853'TO REACH STATION FROM THE INTERSECTION OF STATE ROAD 686 (EAST BAY DF5853'DRIVE) AND STATE ROAD 651 (MISSOURI AVENUE), RUN WEST ON STATE ROAD DF5853'686 DF5853'FOR 3.2 MILES TO INTERSECTION OF STATE ROAD 686 AND CR 183 (GULF DF5853'BOULEVARD), TURN RIGHT AND RUN NORTHERLY ON CR 183 FOR A DISTANCE OF DF5853'2.7 DF5853'MILES TO THE INTERSECTION OF CR 183 AND THE ENTRANCE ROAD TO SAND KEY DF5853'COUNTY PARK, TURN LEFT AND RUN WESTERLY, NORTHERLY, WESTERLY, AND DF5853'SOUTHERLY FOR 0.7 MILES. STATION IS ON THE LEFT, 89.4 FT. NORTH OF DF5853'EXIT FROM DF5853'PARKING LOT WEST OF SHELTER 2, 58 FT. S 75 W OF SW CORNER OF PARKING DF5853'LOT DF5853'WEST OF SHELTER 2, 24 FT. EAST OF THE CENTERLINE OF THE PARK ROAD, DF5853'1.5 FT. DF5853'WEST OF MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH DF5853'WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 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- -24.93 (meters) GEOID99 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 GEOID99. DF5854 DF5854; North East Units Scale 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|---------------------------------------------------------------------| 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 - September 09, 1999 DF5854 DF5854 HISTORY - Date Condition Report By DF5854 HISTORY - 19990909 MONUMENTED FL-103 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. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 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- -24.93 (meters) GEOID99 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 GEOID99. DF5855 DF5855; North East Units Scale 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|---------------------------------------------------------------------| 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 - September 09, 1999 DF5855 DF5855 HISTORY - Date Condition Report By DF5855 HISTORY - 19990909 MONUMENTED FL-103 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. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AG7033 *********************************************************************** AG7033 DESIGNATION - PET X AG7033 PID - AG7033 AG7033 STATE/COUNTY- FL/PINELLAS AG7033 USGS QUAD - ST PETERSBURG (1987) AG7033 AG7033 *CURRENT SURVEY CONTROL AG7033 ___________________________________________________________________ AG7033* NAD 83(1990)- 27 46 39.39020(N) 082 38 47.49291(W) ADJUSTED AG7033* NAVD 88 - 11.553 (meters) 37.90 (feet) ADJUSTED AG7033 ___________________________________________________________________ AG7033 LAPLACE CORR- -1.95 (seconds) DEFLEC99 AG7033 GEOID HEIGHT- -24.40 (meters) GEOID99 AG7033 DYNAMIC HT - 11.536 (meters) 37.85 (feet) COMP AG7033 MODELED GRAV- 979,174.8 (mgal) NAVD 88 AG7033 AG7033 HORZ ORDER - SECOND AG7033 VERT ORDER - SECOND CLASS II AG7033 AG7033.The horizontal coordinates were established by classical geodetic methods AG7033.and adjusted by the National Geodetic Survey in May 1991. AG7033 AG7033.The orthometric height was determined by differential leveling AG7033.and adjusted by the National Geodetic Survey in June 1991. AG7033 AG7033.The Laplace correction was computed from DEFLEC99 derived deflections. AG7033 AG7033.The geoid height was determined by GEOID99. AG7033 AG7033.The dynamic height is computed by dividing the NAVD 88 AG7033.geopotential number by the normal gravity value computed on the AG7033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7033.degrees latitude (g = 980.6199 gals.). AG7033 AG7033.The modeled gravity was interpolated from observed gravity values. AG7033 AG7033; North East Units Scale Converg. AG7033;SPC FL W - 381,733.069 136,279.412 MT 0.99999127 -0 18 04.7 AG7033;UTM 17 - 3,073,653.888 337,765.561 MT 0.99992488 -0 46 03.1 AG7033 AG7033 SUPERSEDED SURVEY CONTROL AG7033 AG7033 NAD 83(1986)- 27 46 39.39531(N) 082 38 47.50539(W) AD( ) 2 AG7033 NAD 27 - 27 46 38.29761(N) 082 38 48.15033(W) AD( ) 2 AG7033 NGVD 29 - 11.820 (m) 38.78 (f) ADJ UNCH 2 2 AG7033 AG7033.Superseded values are not recommended for survey control. AG7033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7033.See file dsdata.txt to determine how the superseded data were derived. AG7033 AG7033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3776673654(NAD 83) AG7033_MARKER: DD = SURVEY DISK AG7033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7033_STAMPING: PET X AG7033_MARK LOGO: FL-103 AG7033_PROJECTION: FLUSH AG7033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7033+STABILITY: SURFACE MOTION AG7033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG7033+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003 AG7033 AG7033 HISTORY - Date Condition Report By AG7033 HISTORY - 1977 MONUMENTED FL-103 AG7033 HISTORY - 1977 GOOD FL-103 AG7033 HISTORY - 20030415 GOOD USPSQD AG7033 AG7033 STATION DESCRIPTION AG7033 AG7033'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 AG7033'IN ST PETERSBURG. AG7033'TO REACH THE STATION FROM THE INTERSECTION OF SR 687 4TH ST. N. AND AG7033'SR 595 5TH AVE. N., RUN WESTERLY ON SR 595 FOR 0.50 MILE TO THE AG7033'INTERSECTION OF 9TH ST. N. STATION ON RIGHT, N.E. CORNER, 50.8 FT. AG7033'EAST OF THE CENTERLINE OF 9TH ST. N., 23.4 FT. NORTH OF THE AG7033'CENTERLINE OF 5TH AVE. N., 43.7 FT. S.W. OF THE CENTERLINE OF THE AG7033'DOUBLE DOORS OF A ONE STORY BLOCK BUILDING 501 5TH AVE. N., 24.0 FT. AG7033'S.E. OF A CONCRETE POWER AND LIGHT POLE NO NUMBER, 11.0 FT. E.S.E. OF AG7033'WOODEN POWER POLE NO NUMBER, 0.5 FT. SOUTH OF THE FACE OF SIDEWALK, AG7033'0.5 FT. EAST OF THE BACK OF SIDEWALK. SET IN THE TOP OF A CONCRETE AG7033'POST THAT IS FLUSH WITH THE ASPHALT PARKING AREA. AG7033 AG7033 STATION RECOVERY (1977) AG7033 AG7033'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977 (DF) AG7033'THE STATION IS LOCATED IN THE EAST CENTRAL PORTION OF THE CITY OF AG7033'ST. PETERSBURG, ABOUT 1.25 MILES WEST OF TAMPA BAY, IN SECTION 18, AG7033'TOWNSHIP 31 SOUTH, RANGE 17 EAST. AG7033' AG7033'TO REACH FROM THE JUNCTION OF STATE ROUTE 687 (4TH STREET NORTH) AG7033'AND STATE ROUTE 595 (5TH AVENUE NORTH) IN THE EAST CENTRAL PORTION AG7033'OF ST. PETERSBURG, GO WEST ON 5TH AVENUE NORTH FOR .50 MILE TO THE AG7033'INTERSECTION OF 9TH STREET NORTH. STATION IS IN THE NORTHEAST AG7033'CORNER OF THE INTERSECTION AS DESCRIBED. AG7033' AG7033'BRONZE DISK STAMPED PET X SET IN TOP OF A 12-INCH DIAMETER AG7033'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG7033' AG7033'IT IS 50.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE AG7033'TROPICRAFT SHADE AND DRAPERY COMPANY (BUILDING NUMBER 501), 24.4 AG7033'FEET NORTH OF CENTER OF 5TH AVENUE NORTH, 10.0 FEET SOUTHEAST OF AG7033'A POWER POLE, AND 5.0 FEET SOUTH OF A TROPICRAFT SIGN. AG7033' AG7033'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG7033 AG7033 STATION RECOVERY (2003) AG7033 AG7033'RECOVERY NOTE BY US POWER SQUADRON 2003 (RE) AG7033'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AG5449 *********************************************************************** AG5449 TIDAL BM - This is a Tidal Bench Mark. AG5449 DESIGNATION - RAINEY AG5449 PID - AG5449 AG5449 STATE/COUNTY- FL/PINELLAS AG5449 USGS QUAD - SEMINOLE (1995) AG5449 AG5449 *CURRENT SURVEY CONTROL AG5449 ___________________________________________________________________ AG5449* NAD 83(1999)- 27 46 57.78297(N) 082 46 57.37918(W) ADJUSTED AG5449* NAVD 88 - 9.144 (meters) 30.00 (feet) ADJUSTED AG5449 ___________________________________________________________________ AG5449 X - 709,453.901 (meters) COMP AG5449 Y - -5,602,227.259 (meters) COMP AG5449 Z - 2,955,216.555 (meters) COMP AG5449 LAPLACE CORR- -1.55 (seconds) DEFLEC99 AG5449 ELLIP HEIGHT- -15.16 (meters) (05/29/03) GPS OBS AG5449 GEOID HEIGHT- -24.20 (meters) GEOID99 AG5449 DYNAMIC HT - 9.130 (meters) 29.95 (feet) COMP AG5449 MODELED GRAV- 979,178.0 (mgal) NAVD 88 AG5449 AG5449 HORZ ORDER - FIRST AG5449 VERT ORDER - SECOND CLASS I AG5449 ELLP ORDER - FOURTH CLASS II AG5449 AG5449.The horizontal coordinates were established by GPS observations AG5449.and adjusted by the National Geodetic Survey in May 2003. AG5449 AG5449.The orthometric height was determined by differential leveling AG5449.and adjusted by the National Geodetic Survey in June 1991. AG5449 AG5449.This Tidal Bench Mark is designated as VM 6543 AG5449.by the Center for Operational Oceanographic Products and Services. AG5449 AG5449.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG5449 AG5449.The Laplace correction was computed from DEFLEC99 derived deflections. AG5449 AG5449.The ellipsoidal height was determined by GPS observations AG5449.and is referenced to NAD 83. AG5449 AG5449.The geoid height was determined by GEOID99. AG5449 AG5449.The dynamic height is computed by dividing the NAVD 88 AG5449.geopotential number by the normal gravity value computed on the AG5449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG5449.degrees latitude (g = 980.6199 gals.). AG5449 AG5449.The modeled gravity was interpolated from observed gravity values. AG5449 AG5449; North East Units Scale Converg. AG5449;SPC FL W - 382,377.195 122,870.795 MT 1.00001458 -0 21 53.3 AG5449;UTM 17 - 3,074,407.069 324,363.301 MT 0.99998077 -0 49 52.0 AG5449 AG5449: Primary Azimuth Mark Grid Az AG5449:SPC FL W - REDINGTON 315 06 07.5 AG5449:UTM 17 - REDINGTON 315 34 06.2 AG5449 AG5449|---------------------------------------------------------------------| AG5449| PID Reference Object Distance Geod. Az | AG5449| dddmmss.s | AG5449| AG2753 BAY PINES VA HOSP TANK APPROX. 3.2 KM 0175230.9 | AG5449| AG0826 RAINEY RM 1 11.916 METERS 05616 | AG5449| AG2754 ST PETERSBURG BCH CABLE TV TWR APPROX. 4.5 KM 1362215.5 | AG5449| AG2767 ST PETERSBURG BCH COUNTY TANK APPROX. 3.7 KM 1410825.2 | AG5449| AG0816 RAINEY B 415.516 METERS 1511452.9 | AG5449| AG0825 RAINEY RM 2 9.903 METERS 16050 | AG5449| AG5442 MADERIA RM 3 184.158 METERS 16200 | AG5449| AG2751 MADERIA 188.808 METERS 16305 | AG5449| AG0836 REDINGTON APPROX. 5.0 KM 3144414.2 | AG5449| AG2775 MADERIA BEACH COUNTY TANK APPROX. 2.7 KM 3215402.6 | AG5449| AG0815 RAINEY A 397.398 METERS 34143 | AG5449| AG2803 RAINEY A PT A 392.088 METERS 34237 | AG5449|---------------------------------------------------------------------| AG5449 AG5449 SUPERSEDED SURVEY CONTROL AG5449 AG5449 NAD 83(1990)- 27 46 57.77923(N) 082 46 57.37935(W) AD( ) 1 AG5449 NAD 83(1986)- 27 46 57.78543(N) 082 46 57.39228(W) AD( ) 1 AG5449 NAD 27 - 27 46 56.69038(N) 082 46 58.02525(W) AD( ) 1 AG5449 NGVD 29 - 9.416 (m) 30.89 (f) ADJ UNCH 2 1 AG5449 AG5449.Superseded values are not recommended for survey control. AG5449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG5449.See file dsdata.txt to determine how the superseded data were derived. AG5449 AG5449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2436374407(NAD 83) AG5449_MARKER: DD = SURVEY DISK AG5449_SETTING: 35 = SIDEWALK AG5449_STAMPING: RAINEY 1973 AG5449_MARK LOGO: NGS AG5449_PROJECTION: FLUSH AG5449_MAGNETIC: N = NO MAGNETIC MATERIAL AG5449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG5449+STABILITY: SURFACE MOTION AG5449 AG5449 HISTORY - Date Condition Report By AG5449 HISTORY - 1973 MONUMENTED NGS AG5449 HISTORY - 1975 GOOD FLDT AG5449 HISTORY - 1982 GOOD FLDNR AG5449 HISTORY - 1986 GOOD NOS AG5449 AG5449 STATION DESCRIPTION AG5449 AG5449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AG5449'THE STATION IS LOCATED ABOUT 2 MILES WEST OF ST PETERSBURG, 2 AG5449'MILES SOUTHEAST OF BAY PINES, 1 MILE NORTH OF ST PETERSBURG AG5449'BEACH AND IN THE SOUTH EDGE OF MADEIRA BEACH. AG5449' AG5449'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AG5449'ALTERNATE AND STATE ROAD 699 (MADEIRA BEACH CAUSEWAY) IN THE AG5449'SOUTH EDGE OF SEMINOLE, GO SOUTHWEST AND WEST ON STATE ROAD 699 AG5449'FOR 1.2 MILES TO A BRIDGE THAT CROSSES THE INTRACOASTAL AG5449'WATERWAY. CROSS THE BRIDGE AND GO WEST ON STATE ROAD 699 FOR AG5449'0.15 MILE TO THE JUNCTION WITH GULF BOULEVARD. TURN LEFT AND AG5449'GO SOUTH ON GULF BOULEVARD FOR 1.65 MILES TO THE DRAW BRIDGE AG5449'OVER JOHNS PASS INLET AND THE STATION ON THE WEST WALKWAY OF AG5449'THE BRIDGE AND APPROXIMATELY IN THE CENTER OF THE BRIDGE. AG5449' AG5449'STATION MARK, STAMPED RAINEY 1973, IS A STANDARD DISK SET IN A AG5449'DRILL HOLE IN A CONCRETE SIDEWALK AND IS FLUSH WITH THE AG5449'SIDEWALK. IT IS ABOUT 350 FEET NORTH OF THE SOUTH END OF THE AG5449'BRIDGE, 17.5 FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE AG5449'AND 8 FEET NORTH OF A METAL LIGHT POLE. AG5449' AG5449'REFERENCE MARK 1, STAMPED RAINEY NO 1 1973, IS A STANDARD DISK AG5449'SET IN A DRILL HOLE IN A CONCRETE SIDEWALK IN THE MEDIAN OF AG5449'THE BRIDGE. IT IS 17.5 FEET EAST OF THE CENTER OF THE SOUTH AG5449'BOUND LANE OF STATE ROAD 699 AND 2.5 FEET EAST OF THE WEST AG5449'EDGE OF THE SIDEWALK. AG5449' AG5449'REFERENCE MARK 2, STAMPED RAINEY NO 2 1973, IS A STANDARD DISK AG5449'SET IN A DRILL HOLE IN A CONCRETE SIDEWALK. IT IS 17.5 FEET AG5449'WEST OF THE CENTER OF THE SOUTH BOUND LANE AND 2 FEET EAST OF AG5449'THE WEST WALL OF THE BRIDGE. AG5449' AG5449'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS. AG5449 AG5449 STATION RECOVERY (1975) AG5449 AG5449'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG5449'NEAR MADEIRA BEACH. AG5449'TO REACH STATION FROM THE INTERSECTION OF GULF BLVD. (S.R. 699) AG5449'AND MADEIRA BEACH CAUSEWAY (S.R. 699), RUN SOUTHERLY ALONG AG5449'GULF BLVD. FOR 1.75 MILE. STATION ON RIGHT, AT THE TOP OF A AG5449'BASCULE BRIDGE (JOHNS PASS 17.5 FT. W. OF THE CENTERLINE OF THE AG5449'SOUTH BOUND LANE, 8 FT. N. OF A METAL LIGHT POLE. SET IN TOP AG5449'OF A CONCRETE SIDEWALK. SECTION 15, T31S, R15E. AG5449 AG5449 STATION RECOVERY (1982) AG5449 AG5449'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG5449'RECOVERED IN GOOD CONDITION. AG5449 AG5449 STATION RECOVERY (1986) AG5449 AG5449'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (JGF) AG5449'THE STATION WAS RECOVERED AT THIS DATE. THE DISTANCE TO REFERENCE MARK AG5449'2 WAS CONFIRMED. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AG0846 *********************************************************************** AG0846 TIDAL BM - This is a Tidal Bench Mark. AG0846 DESIGNATION - RIO AG0846 PID - AG0846 AG0846 STATE/COUNTY- FL/PINELLAS AG0846 USGS QUAD - ST PETERSBURG (1987) AG0846 AG0846 *CURRENT SURVEY CONTROL AG0846 ___________________________________________________________________ AG0846* NAD 83(1999)- 27 50 48.53237(N) 082 37 47.84171(W) ADJUSTED AG0846* NAVD 88 - 0.888 (meters) 2.91 (feet) ADJUSTED AG0846 ___________________________________________________________________ AG0846 X - 723,950.873 (meters) COMP AG0846 Y - -5,597,022.718 (meters) COMP AG0846 Z - 2,961,494.860 (meters) COMP AG0846 LAPLACE CORR- -1.85 (seconds) DEFLEC99 AG0846 ELLIP HEIGHT- -23.75 (meters) (05/29/03) GPS OBS AG0846 GEOID HEIGHT- -24.53 (meters) GEOID99 AG0846 DYNAMIC HT - 0.886 (meters) 2.91 (feet) COMP AG0846 MODELED GRAV- 979,179.9 (mgal) NAVD 88 AG0846 AG0846 HORZ ORDER - FIRST AG0846 VERT ORDER - SECOND CLASS I AG0846 ELLP ORDER - FOURTH CLASS II AG0846 AG0846.The horizontal coordinates were established by GPS observations AG0846.and adjusted by the National Geodetic Survey in May 2003. AG0846 AG0846.The orthometric height was determined by differential leveling AG0846.and adjusted by the National Geodetic Survey in June 1991. AG0846 AG0846.This Tidal Bench Mark is designated as VM 11291 AG0846.by the Center for Operational Oceanographic Products and Services. AG0846 AG0846.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG0846 AG0846.The Laplace correction was computed from DEFLEC99 derived deflections. AG0846 AG0846.The ellipsoidal height was determined by GPS observations AG0846.and is referenced to NAD 83. AG0846 AG0846.The geoid height was determined by GEOID99. AG0846 AG0846.The dynamic height is computed by dividing the NAVD 88 AG0846.geopotential number by the normal gravity value computed on the AG0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0846.degrees latitude (g = 980.6199 gals.). AG0846 AG0846.The modeled gravity was interpolated from observed gravity values. AG0846 AG0846; North East Units Scale Converg. AG0846;SPC FL W - 389,393.583 137,951.884 MT 0.99998868 -0 17 39.4 AG0846;UTM 17 - 3,081,299.999 339,500.261 MT 0.99991796 -0 45 41.5 AG0846 AG0846: Primary Azimuth Mark Grid Az AG0846:SPC FL W - BRIGHTWATER 158 09 20.6 AG0846:UTM 17 - BRIGHTWATER 158 37 22.7 AG0846 AG0846|---------------------------------------------------------------------| AG0846| PID Reference Object Distance Geod. Az | AG0846| dddmmss.s | AG0846| AG2145 ST PETERSBURG TV STA WLCY MAST APPROX. 3.0 KM 0244156.7 | AG0846| AG0865 RIO RM 3 80.808 METERS 02845 | AG0846| AG2092 ST PETERSBURG R STA WSUN N TWR APPROX. 5.2 KM 0481806.8 | AG0846| AG2093 ST PETERSBURG R STA WSUN S TWR APPROX. 5.2 KM 0501234.0 | AG0846| AG2113 WEEDON ISLAND FLA POWER CO STK APPROX. 3.3 KM 0611310.2 | AG0846| AG0863 RIO RM 1 27.257 METERS 06403 | AG0846| AG2146 BRIGHTWATER APPROX. 5.4 KM 1575141.2 | AG0846| AG0864 RIO RM 2 21.562 METERS 16807 | AG0846| AG2137 SNELL ISLE COUNTRY CLUB TANK APPROX. 5.6 KM 1703022.7 | AG0846| AG2189 ST PETERSBURG VINOY PARK HOTEL APPROX. 7.6 KM 1802128.9 | AG0846| AG2176 ST PETERSBURG 13TH AVE MUN TK APPROX. 6.9 KM 1883536.8 | AG0846| AG2235 ST PETERSBURG FIRST ASSY GOD APPROX. 3.7 KM 2372822.6 | AG0846| AG2218 ST PETERSBURG RAD STA WWBA MST APPROX. 4.4 KM 2441333.7 | AG0846| AG2206 ST PETERSBURG RAD STA WQYK MST APPROX. 3.1 KM 3580631.9 | AG0846|---------------------------------------------------------------------| AG0846 AG0846 SUPERSEDED SURVEY CONTROL AG0846 AG0846 NAD 83(1990)- 27 50 48.53079(N) 082 37 47.83986(W) AD( ) 1 AG0846 NAD 83(1986)- 27 50 48.53614(N) 082 37 47.85189(W) AD( ) 1 AG0846 NAD 27 - 27 50 47.44778(N) 082 37 48.49856(W) AD( ) 1 AG0846 NGVD 29 - 1.149 (m) 3.77 (f) ADJ UNCH 2 1 AG0846 AG0846.Superseded values are not recommended for survey control. AG0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0846.See file dsdata.txt to determine how the superseded data were derived. AG0846 AG0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3950081300(NAD 83) AG0846_MARKER: DS = TRIANGULATION STATION DISK AG0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0846_STAMPING: RIO 1973 AG0846_MARK LOGO: NGS AG0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0846+STABILITY: SURFACE MOTION AG0846 AG0846 HISTORY - Date Condition Report By AG0846 HISTORY - 1973 MONUMENTED NGS AG0846 HISTORY - 1976 GOOD NGS AG0846 HISTORY - 1982 GOOD FLDNR AG0846 HISTORY - 19990209 GOOD USPSQD AG0846 HISTORY - 20010331 GOOD NGS AG0846 AG0846 STATION DESCRIPTION AG0846 AG0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AG0846'STATION IS ABOUT 5 MILES NORTH OF DOWNTOWN ST PETERSBURG, 4-3/4 AG0846'MILES EAST OF CENTER OF PINELLAS PARK, 1/2 MILE EAST OF THE AG0846'JUNCTION OF U.S. HIGHWAY 92 AND 83 AVENUE NORTH, JUST SOUTH OF AG0846'THE JUNCTION OF 83 AVENUE NORTH AND MACOMA DRIVE NORTHEAST AND AG0846'ON THE GROUNDS OF THE RIO VISTA ELEMENTARY SCHOOL. AG0846' AG0846'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 92 AND AG0846'STATE HIGHWAYS 686 AND 687 IN THE NORTH EDGE OF ST PETERSBURG, AG0846'GO SOUTH ON HIGHWAY 92 AND 687 FOR 1.15 MILES TO THE JUNCTION OF AG0846'83 AVENUE NORTH. TURN LEFT AND GO EAST ON 83 AVENUE NORTH FOR AG0846'0.55 MILE TO THE JUNCTION OF MACOMA DRIVE NORTHEAST. TURN AG0846'RIGHT AND GO SOUTH ON MACOMA DRIVE NORTHEAST FOR 0.05 MILE TO AG0846'THE RIO VISTA ELEMENTARY SCHOOL AND THE STATION ON THE LEFT AG0846'AS DESCRIBED. AG0846' AG0846'THE SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS STAMPED AG0846'RIO 1973. THE SURFACE MARK IS SET IN A ROUND CONCRETE POST AG0846'FLUSH WITH THE GROUND. IT IS 100 FEET SOUTHWEST OF THE AG0846'NORTHWEST CORNER OF THE SMALLER OF 2 SCHOOL BUILDINGS, 58 FEET AG0846'WEST OF THE NORTHWEST CORNER OF THE TWO STORY SCHOOL BUILDING, AG0846'35 FEET EAST OF CENTER OF MACOMA DRIVE NORTHEAST, 18.5 FEET AG0846'NORTHWEST OF A PALM TREE AND 16 FEET EAST OF A PALM TREE. AG0846' AG0846'REFERENCE MARK 1, STAMPED RIO NO 1 1973, IS A STANDARD DISK AG0846'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A WALKWAY AG0846'AROUND THE SMALLER OF 2 SCHOOL BUILDINGS. IT IS 57.5 FEET AG0846'NORTHEAST OF THE NORTHWEST CORNER OF TWO STORY SCHOOL BUILDING AG0846'AND 11 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE SMALLER AG0846'SCHOOL BUILDING. AG0846' AG0846'REFERENCE MARK 2, STAMPED RIO NO 2 1973, IS A STANDARD DISK AG0846'CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION OF A FLAG AG0846'POLE. IT IS 62.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE AG0846'TWO STORY SCHOOL BUILDING, 49.5 FEET EAST OF CENTER OF MACOMA AG0846'DRIVE NORTHEAST AND 1.3 FEET NORTHWEST OF CENTER OF THE FLAG AG0846'POLE. AG0846' AG0846'REFERENCE MARK 3, STAMPED RIO NO 3 1973, IS A STANDARD DISK AG0846'CEMENTED IN A DRILL HOLE IN A CONCRETE WALKWAY LEADING TO THE AG0846'RIO VISTA PRESBYTERIAN CHURCH. IT IS 3.7 FEET WEST OF THE WEST AG0846'ENTRANCE TO THE CHURCH AND 0.5 FEET SOUTH OF THE NORTH EDGE OF AG0846'THE SIDEWALK. AG0846' AG0846'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. AG0846 AG0846 STATION RECOVERY (1976) AG0846 AG0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0846'IN ST PETERSBURG. AG0846'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET) AG0846'AND S.R. 686 (ROOSEVELT BLVD.). RUN SOUTHERLY ON 4TH STREET FOR 1.15 AG0846'MILES TO THE INTERSECTION OF 83RD AVENUE N. TURN LEFT AND RUN AG0846'EASTERLY ON 83RD AVENUE N. FOR 0.50 TO THE INTERSECTION OF MACOMA CR. AG0846'N., TURN RIGHT AND RUN SOUTHERLY ON MACOMA DR. N. FOR 0.05 MILE. AG0846'STATION ON LEFT, 35.0 FT. EAST OF THE CENTERLINE OF MACOMA DR. N., AG0846'114.0 FT. SOUTH OF THE EXTENDED CENTERLINE OF 82ND AVE. N., 57.9 FT. AG0846'W.N.W. OF THE N.W. CORNER OF A TWO STORY CONCRETE BLOCK SCHOOL AG0846'BUILDING (RIO VISTA), 106.7 FT. EAST OF THE N.E. CORNER OF A SINGLE AG0846'STORY BLOCK HOUSE (8118 MACOMA DR. N.). SET IN THE TOP OF A CONCRETE AG0846'POST THAT IS SET FLUSH WITH THE GROUND. SECTION 29, T 30, R 17. AG0846 AG0846 STATION RECOVERY (1982) AG0846 AG0846'RECOVERY NOTE BY FL DEPT OF NAT RES 1982 AG0846'RECOVERED IN GOOD CONDITION. AG0846 AG0846 STATION RECOVERY (1999) AG0846 AG0846'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0846'RECOVERED IN GOOD CONDITION. AG0846 AG0846 STATION RECOVERY (2001) AG0846 AG0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0846'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AG7085 *********************************************************************** AG7085 DESIGNATION - RIO W AG7085 PID - AG7085 AG7085 STATE/COUNTY- FL/PINELLAS AG7085 USGS QUAD - ST PETERSBURG (1987) AG7085 AG7085 *CURRENT SURVEY CONTROL AG7085 ___________________________________________________________________ AG7085* NAD 83(1986)- 27 48 24. (N) 082 39 16. (W) SCALED AG7085* NAVD 88 - 14.728 (meters) 48.32 (feet) ADJUSTED AG7085 ___________________________________________________________________ AG7085 GEOID HEIGHT- -24.42 (meters) GEOID99 AG7085 DYNAMIC HT - 14.707 (meters) 48.25 (feet) COMP AG7085 MODELED GRAV- 979,177.4 (mgal) NAVD 88 AG7085 AG7085 VERT ORDER - SECOND CLASS II AG7085 AG7085.The horizontal coordinates were scaled from a topographic map and have AG7085.an estimated accuracy of +/- 6 seconds. AG7085 AG7085.The orthometric height was determined by differential leveling AG7085.and adjusted by the National Geodetic Survey in June 1991. AG7085 AG7085.The geoid height was determined by GEOID99. AG7085 AG7085.The dynamic height is computed by dividing the NAVD 88 AG7085.geopotential number by the normal gravity value computed on the AG7085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG7085.degrees latitude (g = 980.6199 gals.). AG7085 AG7085.The modeled gravity was interpolated from observed gravity values. AG7085 AG7085; North East Units Estimated Accuracy AG7085;SPC FL W - 384,960. 135,520. MT (+/- 180 meters Scaled) AG7085 AG7085 SUPERSEDED SURVEY CONTROL AG7085 AG7085 NGVD 29 - 14.992 (m) 49.19 (f) ADJ UNCH 2 2 AG7085 AG7085.Superseded values are not recommended for survey control. AG7085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG7085.See file dsdata.txt to determine how the superseded data were derived. AG7085 AG7085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL370768(NAD 83) AG7085_MARKER: DD = SURVEY DISK AG7085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG7085_STAMPING: RIO W AG7085_PROJECTION: FLUSH AG7085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG7085+STABILITY: SURFACE MOTION AG7085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AG7085+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003 AG7085 AG7085 HISTORY - Date Condition Report By AG7085 HISTORY - 1977 MONUMENTED FL-103 AG7085 HISTORY - 20030326 GOOD USPSQD AG7085 HISTORY - 20030415 GOOD USPSQD AG7085 AG7085 STATION DESCRIPTION AG7085 AG7085'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977 AG7085'IN ST PETERSBURG. AG7085'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND PARK AG7085'BLVD. SR 694 74TH AVE., RUN SOUTHERLY ON U.S. HWY. 19 FOR 2.45 MILES AG7085'TO 38TH AVE. N. TURN LEFT AND RUN EASTERLY ON 38TH AVE. N. FOR 1.55 AG7085'MILES TO THE INTERSECTION OF 16TH ST. N. STATION ON RIGHT, S.E. AG7085'CORNER, 40.0 FT. SOUTH OF THE CENTERLINE OF 38TH AVE. N., 50.0 FT. AG7085'EAST OF THE CENTERLINE OF 16TH ST. N., 16.6 FT. NORTH OF THE N.W. AG7085'CORNER OF A SINGLE STORY BLOCK BUILDING 3737 16TH ST. N., 3.8 FT. S.W. AG7085'OF A CONCRETE SIGNAL LIGHT SUPPORT POLE NO NUMBER, 0.6 FT. S.S.E. OF AG7085'THE BACK OF SIDEWALK. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH AG7085'WITH THE ASPHALT PARKING AREA. AG7085 AG7085 STATION RECOVERY (2003) AG7085 AG7085'RECOVERY NOTE BY US POWER SQUADRON 2003 (RE) AG7085''0.6 FT SSE OF THE BACK OF SIDEWALK' SHOULD BE REMOVED FROM NEXT TO AG7085'LAST SENTENCE. LAST SENTENCE SHOULD READ- 'SET IN THE TOP OF A AG7085'CONCRETE POST THAT IS FLUSH WITH THE SIDEWALK'. THE FOLLOWING SHOULD AG7085'BE ADDED- 'STATION IS 5 FT FROM BACK OF CURB AT THE CENTER OF THE AG7085'RADIUS OF THE CURB'. AG7085 AG7085 STATION RECOVERY (2003) AG7085 AG7085'RECOVERY NOTE BY US POWER SQUADRON 2003 (RE) AG7085'NEXT TO LAST SENTENCE- REPLACE '0.6' FT. S.S.E. OF THE BACK OF AG7085'SIDEWALK' WITH '5 FT SE OF BACK OF CURB AT MID-RADIUS OF CURB AROUND AG7085'STREET CORNER'. AG7085'LAST SENTENCE- REPLACE 'ASPHALT PARKING AREA' WITH 'SIDEWALK' 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AG0866 *********************************************************************** AG0866 DESIGNATION - SAFETY AG0866 PID - AG0866 AG0866 STATE/COUNTY- FL/PINELLAS AG0866 USGS QUAD - SAFETY HARBOR (1956) AG0866 AG0866 *CURRENT SURVEY CONTROL AG0866 ___________________________________________________________________ AG0866* NAD 83(1999)- 27 59 51.04379(N) 082 41 23.90327(W) ADJUSTED AG0866* NAVD 88 - 5.867 (meters) 19.25 (feet) ADJUSTED AG0866 ___________________________________________________________________ AG0866 X - 717,093.139 (meters) COMP AG0866 Y - -5,590,025.624 (meters) COMP AG0866 Z - 2,976,252.950 (meters) COMP AG0866 LAPLACE CORR- -1.53 (seconds) DEFLEC99 AG0866 ELLIP HEIGHT- -18.95 (meters) (05/29/03) GPS OBS AG0866 GEOID HEIGHT- -24.72 (meters) GEOID99 AG0866 DYNAMIC HT - 5.859 (meters) 19.22 (feet) COMP AG0866 MODELED GRAV- 979,189.1 (mgal) NAVD 88 AG0866 AG0866 HORZ ORDER - FIRST AG0866 VERT ORDER - SECOND CLASS II AG0866 ELLP ORDER - FOURTH CLASS II AG0866 AG0866.The horizontal coordinates were established by GPS observations AG0866.and adjusted by the National Geodetic Survey in May 2003. AG0866 AG0866.The orthometric height was determined by differential leveling AG0866.and adjusted by the National Geodetic Survey in June 1991. AG0866 AG0866.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG0866 AG0866.The Laplace correction was computed from DEFLEC99 derived deflections. AG0866 AG0866.The ellipsoidal height was determined by GPS observations AG0866.and is referenced to NAD 83. AG0866 AG0866.The geoid height was determined by GEOID99. AG0866 AG0866.The dynamic height is computed by dividing the NAVD 88 AG0866.geopotential number by the normal gravity value computed on the AG0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0866.degrees latitude (g = 980.6199 gals.). AG0866 AG0866.The modeled gravity was interpolated from observed gravity values. AG0866 AG0866; North East Units Scale Converg. AG0866;SPC FL W - 406,125.131 132,134.464 MT 0.99999800 -0 19 26.1 AG0866;UTM 17 - 3,098,077.477 333,820.188 MT 0.99994086 -0 47 36.6 AG0866 AG0866: Primary Azimuth Mark Grid Az AG0866:SPC FL W - SAFETY RM 3 096 15 55.2 AG0866:UTM 17 - SAFETY RM 3 096 44 05.7 AG0866 AG0866|---------------------------------------------------------------------| AG0866| PID Reference Object Distance Geod. Az | AG0866| dddmmss.s | AG0866| CW7827 SAFETY RM 4 16.081 METERS 00301 | AG0866| AG0872 SAFETY RM 3 0955629.1 | AG0866| AG0873 SAFETY RM 1 27.351 METERS 09650 | AG0866| CW7828 SAFETY RM 5 17.447 METERS 21226 | AG0866| AG0874 SAFETY RM 2 35.654 METERS 35612 | AG0866|---------------------------------------------------------------------| AG0866 AG0866 SUPERSEDED SURVEY CONTROL AG0866 AG0866 NAD 83(1990)- 27 59 51.04194(N) 082 41 23.90257(W) AD( ) 1 AG0866 NAD 83(1986)- 27 59 51.04818(N) 082 41 23.91358(W) AD( ) 1 AG0866 NAD 27 - 27 59 49.97854(N) 082 41 24.55454(W) AD( ) 1 AG0866 NGVD 29 - 6.128 (m) 20.10 (f) ADJ UNCH 2 2 AG0866 AG0866.Superseded values are not recommended for survey control. AG0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0866.See file dsdata.txt to determine how the superseded data were derived. AG0866 AG0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3382098077(NAD 83) AG0866_MARKER: DS = TRIANGULATION STATION DISK AG0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0866_STAMPING: SAFETY 1973 AG0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0866+STABILITY: SURFACE MOTION AG0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0866+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2001 AG0866 AG0866 HISTORY - Date Condition Report By AG0866 HISTORY - 1973 MONUMENTED NGS AG0866 HISTORY - 1975 GOOD FLDT AG0866 HISTORY - 1977 GOOD NGS AG0866 HISTORY - 19971206 GOOD USPSQD AG0866 HISTORY - 20011210 GOOD INDIV AG0866 AG0866 STATION DESCRIPTION AG0866 AG0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AG0866'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF OLDSMAR, 1 AG0866'MILE WEST OF OLD TAMPA BAY, 1 MILE SOUTHWEST OF PHILIPPE PARK, AG0866'IN THE NORTH EDGE OF SAFETY HARBOR AND ON PROPERTY OF THE AG0866'PINELLAS COUNTY SCHOOL SYSTEM. AG0866' AG0866'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS 590 AND AG0866'588 IN SAFETY HARBOR, GO EASTERLY ON STATE ROAD 590 FOR 0.6 AG0866'MILE TO WHERE STATE ROAD 590 TURNS LEFT. TURN LEFT AND GO NORTH AG0866'ON STATE ROAD 590 FOR 0.3 MILE TO A REVERSE FORK WHERE STATE AG0866'ROAD 590 BEARS RIGHT. CONTINUE NORTH AHEAD ON 1ST STREET FOR AG0866'0.15 MILE TO A T-JUNCTION. TURN LEFT AND GO WEST ON 7TH STREET AG0866'FOR 0.1 MILE TO THE STATION ON THE RIGHT ON THE GROUNDS OF THE AG0866'SAFETY HARBOR JR. HIGH SCHOOL. AG0866' AG0866'TO REACH THE REFERENCE MARK 3 FROM THE STATION GO EAST ON 7TH AG0866'STREET FOR 0.2 MILE TO THE MARK ON THE RIGHT AT THE END OF THE AG0866'STREET. AG0866' AG0866'STATION MARKS ARE BOTH STANDARD DISKS STAMPED SAFETY 1973. THE AG0866'SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH AG0866'IS FLUSH WITH THE GROUND. IT IS 144 FEET SOUTHWEST OF THE AG0866'SOUTHWEST CORNER OF THE SCHOOL BUILDING, 85 FEET NORTH OF THE AG0866'CENTER OF 7TH STREET, 67 FEET NORTHWEST OF A UTILITY POLE AND AG0866'28 FEET EAST OF THE CENTER OF A SAND ROAD. AG0866' AG0866'REFERENCE MARK 1, STAMPED SAFETY NO 1 1973, IS A STANDARD DISK AG0866'SET IN A DRILL HOLE IN A CONCRETE CURB THAT PROJECTS 4 AG0866'INCHES. IT IS 90 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AG0866'THE SCHOOL, 73 FEET NORTH OF THE CENTER OF 7TH STREET, 35 FEET AG0866'NORTHEAST OF A UTILITY POLE AND 10 FEET WEST OF THE CENTER OF AG0866'A PAVED DRIVEWAY. AG0866' AG0866'REFERENCE MARK 2, STAMPED SAFETY NO 2 1973, IS A STANDARD DISK AG0866'SET IN A DRILL HOLE IN A CONCRETE CURB THAT PROJECTS 4 AG0866'INCHES. IT IS 136 FEET WEST OF THE TEACHERS ENTRANCE OF THE AG0866'SCHOOL, 20 FEET EAST OF THE CENTER OF A SAND ROAD AND 2.4 FEET AG0866'EAST OF THE WEST EDGE OF THE CURB. AG0866' AG0866'REFERENCE MARK 3, STAMPED SAFETY NO 3 1973, IS A STANDARD DISK AG0866'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH AG0866'THE GROUND. IT IS 46 FEET WEST OF A 14 INCH WILD CHERRY TREE, AG0866'12 FEET SOUTH OF THE CENTER OF 7TH STREET AND 3 FEET NORTHWEST AG0866'OF POWER POLE NUMBER 9A-578. AG0866' AG0866'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. AG0866 AG0866 STATION RECOVERY (1975) AG0866 AG0866'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0866'AT SAFETY HARBOR. AG0866'TO REACH STATION FROM THE JUNCTION OF S.R. 580 AND S.R. 590 AG0866'(C.R. 30), RUN SOUTHERLY ON S.R. 590 FOR 2.35 MILE TO THE AG0866'JUNCTION OF BAILEY ST., TURN RIGHT AND RUN NW ON BAILEY ST. AG0866'FOR 0.1 MILE TO THE JUNCTION OF 7TH ST. NORTH, TURN LEFT ON AG0866'7TH ST. NORTH AND RUN WEST FOR 0.15 MILE. STATION ON RIGHT, AG0866'144.0 FT. SW OF THE SW CORNER OF SAFETY HARBOR JUNIOR HIGH SCHOOL AG0866'BUILDING, 85.0 FT. NORTH OF THE CENTERLINE OF 7TH ST. NORTH, AG0866'67.0 FT. NW OF POWER POLE NUMBER 9A-1079, 48.0 FT. E/NE OF A AG0866'20 INCH MAPLE TREE. SET IN TOP OF A CONCRETE MONUMENT THAT AG0866'IS FLUSH WITH THE GROUND. SECTION 34, T 28S, R 16E AG0866 AG0866 STATION RECOVERY (1977) AG0866 AG0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN) AG0866'THE STATION MARK, REFERENCE MARKS 1,2 AND 3 (AZIMUTH MARK) WERE AG0866'RECOVERED AND FOUND IN GOOD CONDITION. REFERENCE MARKS 1 AND 2 AG0866'WERE IN THE WAY OF CONSTRUCTION, SO REFERENCE MARKS 4 AND 5 AG0866'WERE ESTABLISHED AT THIS TIME. THE DISKS WERE RECLAIMED FROM AG0866'REFERENCE MARKS 1 AND 2. THE DISTANCE AND DIRECTION TO AG0866'REFERENCE MARKS 1 AND 2 CHECKED. DUE TO CHANGES, A COMPLETE AG0866'NEW DESCRIPTION FOLLOWS. AG0866' AG0866'STATION IS ABOUT 3 MILES SOUTHWEST OF OLDSMAR, 1 MILE WEST OF AG0866'OLD TAMPA BAY, 1 MILE SOUTHWEST OF PHILIPPE PARK AND AT THE AG0866'SAFETY HARBOR MIDDLE SCHOOL IN THE NORTH PART OF SAFETY HARBOR. AG0866' AG0866'TO REACH THE STATION FROM THE POST OFFICE IN SAFETY HARBOR, AG0866'GO EAST ON STATE HIGHWAY 590 FOR 0.15 MILE TO WHERE HIGHWAY AG0866'590 TURNS LEFT. TURN LEFT AND GO NORTH ON HIGHWAY 590 FOR 0.3 AG0866'MILE TO A REVERSE FORK AND WHERE HIGHWAY 590 TURN AG0866'RIGHT. CONTINUE AHEAD AND GO NORTH ON 1ST AVENUE N FOR 0.15 AG0866'MILE TO A T ROAD JUNCTION. TURN LEFT AND GO WEST ON 7TH STREET AG0866'N FOR 0.1 MILE PASSING THE SAFETY HARBOR MIDDLE SCHOOL ON RIGHT AG0866'AND STATION ON RIGHT. AG0866' AG0866'STATION MARK, A STANDARD DISK STAMPED SAFETY 1973, IS SET IN AG0866'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET AG0866'3-INCHES BELOW THE GROUND SURFACE. IT IS 84 FEET NORTH OF AG0866'THE CENTER OF 7TH STREET N, 58.5 FEET SOUTH OF THE NORTHWEST AG0866'CORNER OF A FENCED IN BICYCLE PAD, 12.5 FEET NORTH-NORTHWEST AG0866'OF THE SOUTHWEST CORNER OF THE PAD AND 3.8 FEET WEST OF THE AG0866'WEST EDGE OF THE PAD AND A METAL WITNESS POST. THE UNDERGROUND AG0866'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT AG0866'40-INCHES BELOW THE GROUND SURFACE. AG0866' AG0866'REFERENCE MARK 4, A STANDARD DISK STAMPED SAFETY 1973 NO 4 AG0866'1977, IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT AG0866'THAT IS SET FLUSH WITH THE GROUND. IT IS 141.5 FEET NORTH OF AG0866'THE CENTER OF 7TH STREET N AND 1.5 FEET SOUTHWEST OF THE AG0866'NORTHWEST CORNER OF THE BICYCLE PAD. AG0866' AG0866'REFERENCE MARK 5, A STANDARD DISK STAMPED SAFETY 1973 NO 5 AG0866'1977, IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT AG0866'THAT IS SET FLUSH WITH THE GROUND. IT IS 46 FEET SOUTHWEST AG0866'OF THE SOUTHWEST CORNER OF THE BICYCLE PAD, 41 FEET NORTH OF AG0866'THE CENTER OF 7TH STREET N, 1.7 FEET NORTH OF A METAL WITNESS AG0866'POST AND 1.5 FEET NORTH OF A POWER LINE BRACE POLE AG0866'2-27910. AG0866' AG0866'AZIMUTH MARK, A STANDARD DISK STAMPED SAFETY NO 3 1973, IS SET AG0866'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET AG0866'2-INCHES BELOW THE GROUND SURFACE. IT IS 226 FEET EAST OF THE AG0866'CENTER OF THE JUNCTION OF 7TH STREET N AND BAILEY STREET, 12 AG0866'FEET SOUTH OF THE CENTER OF 7TH STREET N AND 2.8 FEET NORTHWEST AG0866'OF A METAL WITNESS POST AND UTILITY POLE 9A-578. AG0866' AG0866'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON 7TH AG0866'STREET N FOR 0.2 MILE TO MARK ON RIGHT. AG0866' AG0866'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AG0866'AT SAFETY HARBOR. AG0866 AG0866 STATION RECOVERY (1997) AG0866 AG0866'RECOVERY NOTE BY US POWER SQUADRON 1997 AG0866'RECOVERED IN GOOD CONDITION. AG0866 AG0866 STATION RECOVERY (2001) AG0866 AG0866'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MFC) AG0866'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AG0907 *********************************************************************** AG0907 DESIGNATION - SEVEN AG0907 PID - AG0907 AG0907 STATE/COUNTY- FL/PINELLAS AG0907 USGS QUAD - ST PETERSBURG (1987) AG0907 AG0907 *CURRENT SURVEY CONTROL AG0907 ___________________________________________________________________ AG0907* NAD 83(1999)- 27 48 23.82775(N) 082 44 26.80972(W) ADJUSTED AG0907* NAVD 88 - 7.157 (meters) 23.48 (feet) ADJUSTED AG0907 ___________________________________________________________________ AG0907 X - 713,386.937 (meters) COMP AG0907 Y - -5,600,480.869 (meters) COMP AG0907 Z - 2,957,558.637 (meters) COMP AG0907 LAPLACE CORR- -1.58 (seconds) DEFLEC99 AG0907 ELLIP HEIGHT- -17.25 (meters) (05/29/03) GPS OBS AG0907 GEOID HEIGHT- -24.29 (meters) GEOID99 AG0907 DYNAMIC HT - 7.146 (meters) 23.44 (feet) COMP AG0907 MODELED GRAV- 979,178.9 (mgal) NAVD 88 AG0907 AG0907 HORZ ORDER - FIRST AG0907 VERT ORDER - SECOND CLASS II AG0907 ELLP ORDER - FOURTH CLASS II AG0907 AG0907.The horizontal coordinates were established by GPS observations AG0907.and adjusted by the National Geodetic Survey in May 2003. AG0907 AG0907.The orthometric height was determined by differential leveling AG0907.and adjusted by the National Geodetic Survey in June 1991. AG0907 AG0907.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG0907 AG0907.The Laplace correction was computed from DEFLEC99 derived deflections. AG0907 AG0907.The ellipsoidal height was determined by GPS observations AG0907.and is referenced to NAD 83. AG0907 AG0907.The geoid height was determined by GEOID99. AG0907 AG0907.The dynamic height is computed by dividing the NAVD 88 AG0907.geopotential number by the normal gravity value computed on the AG0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0907.degrees latitude (g = 980.6199 gals.). AG0907 AG0907.The modeled gravity was interpolated from observed gravity values. AG0907 AG0907; North East Units Scale Converg. AG0907;SPC FL W - 385,000.273 127,008.922 MT 1.00000691 -0 20 44.1 AG0907;UTM 17 - 3,076,996.268 328,522.485 MT 0.99996295 -0 48 44.1 AG0907 AG0907: Primary Azimuth Mark Grid Az AG0907:SPC FL W - STARKEY 331 00 30.7 AG0907:UTM 17 - STARKEY 331 28 30.7 AG0907 AG0907|---------------------------------------------------------------------| AG0907| PID Reference Object Distance Geod. Az | AG0907| dddmmss.s | AG0907| AG2217 PINELLAS PARK LOT APPROX. 3.6 KM 0064235.0 | AG0907| CW7842 SEVEN RM 4 26.044 METERS 07305 | AG0907| AG2240 ST PETERSBURG CLEARVIEW BAP CH APPROX. 4.8 KM 0895324.8 | AG0907| AG2231 ST PETERSBURG NORTHSIDE BAP CH APPROX. 2.4 KM 0914838.6 | AG0907| AG0923 SEVEN RM 3 09453 | AG0907| AG2237 ST PETERSBURG LUTH CH SPIRE APPROX. 2.7 KM 1262515.2 | AG0907| AG2242 ST PETERSBURG EMMANUEL BAP CH APPROX. 5.1 KM 1285849.0 | AG0907| AG2245 ST PETERSBURG CENTRAL CHRIS CH APPROX. 5.8 KM 1354921.3 | AG0907| AG2238 ST PETERSBURG UNITED PRESB CH APPROX. 3.7 KM 1382102.4 | AG0907| AG2236 ST PETERSBURG ST JUDE CATH CH APPROX. 4.2 KM 1393958.9 | AG0907| AG2229 PASADENA PRESB CH SPIRE APPROX. 3.9 KM 1660743.3 | AG0907| AG2754 ST PETERSBURG BCH CABLE TV TWR APPROX. 6.0 KM 1892506.8 | AG0907| AG2564 ST PETERSBURG BCH ST JOHNS CH APPROX. 6.6 KM 1914843.0 | AG0907| AG2767 ST PETERSBURG BCH COUNTY TANK APPROX. 5.8 KM 1980638.2 | AG0907| AG2221 ST PETERSBURG AZALEA BAP CH APPROX. 1.8 KM 2031802.0 | AG0907| AG0921 SEVEN RM 1 24.095 METERS 24237 | AG0907| AG2753 BAY PINES VA HOSP TANK APPROX. 3.2 KM 2774600.2 | AG0907| AG2762 SEMINOLE COUNTY STANDPIPE APPROX. 6.6 KM 3042803.5 | AG0907| AG2770 PINELLAS PARK R STA WFSO S MST APPROX. 5.2 KM 3232922.6 | AG0907| AG2769 PINELLAS PARK RAD STA WGNB MST APPROX. 4.7 KM 3234552.3 | AG0907| AG2756 PINELLAS PARK R STA WFSO N MST APPROX. 5.5 KM 3252026.3 | AG0907| AG0961 STARKEY APPROX. 5.5 KM 3303946.6 | AG0907| AG2772 PINELLAS PARK RAD STA WQXM MST APPROX. 5.1 KM 3340528.5 | AG0907| AG0922 SEVEN RM 2 22.937 METERS 34922 | AG0907|---------------------------------------------------------------------| AG0907 AG0907 SUPERSEDED SURVEY CONTROL AG0907 AG0907 NAD 83(1990)- 27 48 23.82629(N) 082 44 26.80980(W) AD( ) 1 AG0907 NAD 83(1986)- 27 48 23.83223(N) 082 44 26.82243(W) AD( ) 1 AG0907 NAD 27 - 27 48 22.73963(N) 082 44 27.45888(W) AD( ) 1 AG0907 NGVD 29 - 7.424 (m) 24.36 (f) ADJ UNCH 2 2 AG0907 AG0907.Superseded values are not recommended for survey control. AG0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0907.See file dsdata.txt to determine how the superseded data were derived. AG0907 AG0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2852276996(NAD 83) AG0907_MARKER: DS = TRIANGULATION STATION DISK AG0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0907_STAMPING: SEVEN 1973 AG0907 AG0907 HISTORY - Date Condition Report By AG0907 HISTORY - 1973 MONUMENTED NGS AG0907 HISTORY - 1976 GOOD NGS AG0907 HISTORY - 1977 GOOD FL-103 AG0907 HISTORY - 1979 GOOD NGS AG0907 HISTORY - 19980422 GOOD USPSQD AG0907 AG0907 STATION DESCRIPTION AG0907 AG0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AG0907'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF AG0907'ST. PETERSBURG, 4 MILES SOUTHWEST OF PINELLAS PARK, IN THE AG0907'NORTHEAST ANGLE OF THE INTERSECTION OF 74 ST N AND 38 AVE N, AT AG0907'THE SOUTHWEST CORNER OF THE GROUNDS OF THE 74TH STREET AG0907'ELEMENTARY SCHOOL AND ON PROPERTY OF PINELLAS COUNTY. AG0907' AG0907'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 694 AND AG0907'STATE HIGHWAY A19A IN PINELLAS PARK, GO SOUTH ON STATE HIGHWAY AG0907'A19A FOR 2.2 MILES TO THE JUNCTION OF 38 AVE N. TURN RIGHT AG0907'AND GO WEST ON 38 AVE N FOR 0.45 MILE TO THE JUNCTION OF 71 AG0907'ST N AND REFERENCE MARK 3 IN THE SOUTHWEST ANGLE OF THE AG0907'INTERSECTION. CONTINUE WEST ON 38 AVE N FOR 0.15 MILE TO THE AG0907'JUNCTION OF 74 ST N AND THE STATION IN THE NORTHEAST ANGLE OF AG0907'THE INTERSECTION. AG0907' AG0907'STATION MARKS ARE STANDARD DISK STAMPED SEVEN 1973. THE AG0907'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL AG0907'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE. IT IS 87 FEET AG0907'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE MOST SOUTHERLY WING AG0907'OF THE SCHOOL BUILDINGS, 59 FEET EAST OF THE CENTER OF 74 ST N, AG0907'57 FEET NORTH OF THE WEST END OF A CHAIN LINK FENCE AND 13 FEET AG0907'EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK. THE UNDERGROUND AG0907'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 AG0907'INCHES BELOW THE GROUND SURFACE. AG0907' AG0907'REFERENCE MARK 1, A STANDARD DISK STAMPED SEVEN NO 1 1973, IS AG0907'CEMENTED IN A DRILL HOLE IN A CONCRETE ROAD DRAIN. IT IS 50 AG0907'FEET NORTH OF THE CENTER OF 38 AVE N, 25 FEET NORTHEAST OF AG0907'POWER POLE NUMBER 1-805416, 11 FEET WEST OF THE CENTER OF 74 ST AG0907'N AND 3.4 FEET NORTHEAST OF A METAL WITNESS POST. AG0907' AG0907'REFERENCE MARK 2, A STANDARD DISK STAMPED SEVEN NO 2 1973, IS AG0907'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK. IT IS 45 FEET AG0907'EAST OF THE CENTER OF 74 ST N, 9 FEET SOUTHWEST OF A PALM TREE AG0907'AND 1.3 FEET WEST OF THE EAST EDGE OF THE CONCRETE SIDEWALK. AG0907' AG0907'REFERENCE MARK 3, A STANDARD DISK STAMPED SEVEN NO 3 1973, IS AG0907'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH AG0907'WITH THE GROUND SURFACE. IT IS 28 FEET WEST OF THE CENTER OF AG0907'71 ST N, 17 FEET SOUTH OF THE CENTER OF 38 AVE N, 3.5 FEET WEST AG0907'OF A METAL WITNESS POST AND 3 FEET SOUTH OF A POWER LINE GUY AG0907'POLE. AG0907' AG0907'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS. AG0907 AG0907 STATION RECOVERY (1976) AG0907 AG0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0907'IN ST PETERSBURG. AG0907'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY. AG0907'19, TYRONE BLVD.) AND S.R. 693 (66TH ST., U.S. ALT. HWY. 19A). RUN AG0907'NORTHWESTERLY ON S.R. 595 FOR 1.65 MILES TO THE INTERSECTION OF 38TH AG0907'AVE. N. TURN RIGHT ON 38TH AVE. N. AND RUN EASTERLY FOR 0.55 MI. TO AG0907'74TH ST. N. STATION ON LEFT, IN THE N.E. CORNER, 85.5 FT. NORTH OF AG0907'THE CENTERLINE OF 38TH AVE., 59.5 FT. EAST OF THE CENTERLINE OF 74TH AG0907'ST. N., 87.5 FT. S.E. OF THE S.E. CORNER OF SCHOOL BUILDING (74TH AG0907'STREET SCHOOL), 13.0 FT. EAST OF THE BACK OF SIDEWALK. SET IN THE TOP AG0907'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 6, T 31, R AG0907'16. AG0907 AG0907 STATION RECOVERY (1977) AG0907 AG0907'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977 AG0907'RECOVERED IN GOOD CONDITION. AG0907 AG0907 STATION RECOVERY (1979) AG0907 AG0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN) AG0907'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN GOOD AG0907'CONDITION. REFERENCE MARK 1 AND AZIMUTH MARK WERE DESTROYED BY WATER AG0907'MAIN AND GAS LINE CONSTRUCTION. REFERENCE MARK 4 WAS ESTABLISHED AT AG0907'THIS TIME. THE DISTANCE TO REFERENCE MARK 2 CHECKED. DUE TO CHANGES, AG0907'A COMPLETE NEW DESCRIPTION FOLLOWS. AG0907' AG0907'STATION IS ABOUT 5.5 MILES NORTHWEST OF ST. PETERSBURG, 4.0 MILES AG0907'SOUTHWEST OF PINELLAS PARK, IN THE NORTHEAST ANGLE OF INTERSECTION OF AG0907'74TH STREET N AND 38TH AVENUE N, AT THE SOUTHWEST CORNER OF THE AG0907'GROUNDS OF THE 74TH STREET ELEMENTARY SCHOOL AND ON PROPERTY OF AG0907'PINELLAS COUNTY. AG0907' AG0907'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 694 AND STATE AG0907'HIGHWAY A19A (66TH STREET) IN PINELLAS PARK, GO SOUTH ON STATE HIGHWAY AG0907'A19A FOR 2.2 MILES TO THE JUNCTION OF 38TH AVENUE N. TURN RIGHT AND AG0907'GO WEST ON 38TH AVENUE N FOR 0.7 MILE TO 74TH STREET N AND THE STATION AG0907'ON RIGHT. AG0907' AG0907'STATION MARK IS A STANDARD DISK STAMPED SEVEN 1973 IS SET IN THE TOP AG0907'OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH THE AG0907'GROUND. IT IS 87.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF SCHOOL AG0907'HOUSE, 85.5 FEET NORTH OF THE CENTER OF 38TH AVENUE N, 59.5 FEET EAST AG0907'OF THE CENTER OF 74TH STREET N, 32.5 FEET NORTHEAST OF A FIRE HYDRANT, AG0907'13.2 FEET EAST OF THE EAST EDGE OF SIDEWALK AND 1.5 FEET WEST OF A AG0907'METAL WITNESS POST. AG0907' AG0907'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SEVEN NO 2 1973, IS SET AG0907'IN A DRILL HOLE ON SIDEWALK. IT IS 105.0 FEET NORTHWEST OF THE AG0907'SOUTHWEST CORNER OF THE SCHOOL, 45.5 FEET EAST OF CENTER OF 74TH AG0907'STREET N, 23.0 FEET NORTH OF A POWER LINE POLE BRACE POLE, AND 9.0 AG0907'FEET SOUTHWEST OF A 12-INCH PALM TREE. AG0907' AG0907'REFERENCE MARK 4 IS A STANDARD DISK STAMPED SEVEN 1973 NO 4 1979, IS AG0907'SET ON TOP OF SIDEWALK AT THE SOUTHWEST CORNER OF SCHOOL BUILDING. IT AG0907'IS 6.0 FEET SOUTH OF THE SOUTHWEST CORNER OF SCHOOL AND 1.0 FOOT AG0907'NORTH OF THE SOUTH EDGE OF SIDEWALK. AG0907 AG0907 STATION RECOVERY (1998) AG0907 AG0907'RECOVERY NOTE BY US POWER SQUADRON 1998 AG0907'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AG0924 *********************************************************************** AG0924 DESIGNATION - SKYVIEW AG0924 PID - AG0924 AG0924 STATE/COUNTY- FL/PINELLAS AG0924 USGS QUAD - ST PETERSBURG (1987) AG0924 AG0924 *CURRENT SURVEY CONTROL AG0924 ___________________________________________________________________ AG0924* NAD 83(1999)- 27 51 00.95034(N) 082 42 52.18919(W) ADJUSTED AG0924* NAVD 88 - 4.152 (meters) 13.62 (feet) ADJUSTED AG0924 ___________________________________________________________________ AG0924 X - 715,669.317 (meters) COMP AG0924 Y - -5,597,910.695 (meters) COMP AG0924 Z - 2,961,834.437 (meters) COMP AG0924 LAPLACE CORR- -1.67 (seconds) DEFLEC99 AG0924 ELLIP HEIGHT- -20.34 (meters) (05/29/03) GPS OBS AG0924 GEOID HEIGHT- -24.40 (meters) GEOID99 AG0924 DYNAMIC HT - 4.146 (meters) 13.60 (feet) COMP AG0924 MODELED GRAV- 979,181.6 (mgal) NAVD 88 AG0924 AG0924 HORZ ORDER - FIRST AG0924 VERT ORDER - SECOND CLASS II AG0924 ELLP ORDER - FOURTH CLASS II AG0924 AG0924.The horizontal coordinates were established by GPS observations AG0924.and adjusted by the National Geodetic Survey in May 2003. AG0924 AG0924.The orthometric height was determined by differential leveling AG0924.and adjusted by the National Geodetic Survey in June 1991. AG0924 AG0924.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG0924 AG0924.The Laplace correction was computed from DEFLEC99 derived deflections. AG0924 AG0924.The ellipsoidal height was determined by GPS observations AG0924.and is referenced to NAD 83. AG0924 AG0924.The geoid height was determined by GEOID99. AG0924 AG0924.The dynamic height is computed by dividing the NAVD 88 AG0924.geopotential number by the normal gravity value computed on the AG0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0924.degrees latitude (g = 980.6199 gals.). AG0924 AG0924.The modeled gravity was interpolated from observed gravity values. AG0924 AG0924; North East Units Scale Converg. AG0924;SPC FL W - 389,821.471 129,626.938 MT 1.00000228 -0 20 01.7 AG0924;UTM 17 - 3,081,795.740 331,179.585 MT 0.99995179 -0 48 04.1 AG0924 AG0924: Primary Azimuth Mark Grid Az AG0924:SPC FL W - ST PETERSBURG NW BASE RESET 308 34 48.4 AG0924:UTM 17 - ST PETERSBURG NW BASE RESET 309 02 50.8 AG0924 AG0924|---------------------------------------------------------------------| AG0924| PID Reference Object Distance Geod. Az | AG0924| dddmmss.s | AG0924| AG2325 CLEARWATER SHERIFFS DEPT MAST APPROX. 5.8 KM 0113022.6 | AG0924| AG2233 PINELLAS PARK MUN TANK APPROX. 1.6 KM 0891528.3 | AG0924| CW7848 SKYVIEW RM 3 09329 | AG0924| AG0943 SKYVIEW RM 1 23.800 METERS 10500 | AG0924| AG2218 ST PETERSBURG RAD STA WWBA MST APPROX. 4.9 KM 1174910.3 | AG0924| AG0928 SKYVIEW C 400.798 METERS 2101903.6 | AG0924| AG2251 SKYVIEW C PT A 409.990 METERS 2113339.1 | AG0924| AG2217 PINELLAS PARK LOT APPROX. 2.5 KM 2395533.8 | AG0924| AG0942 SKYVIEW RM 2 22.580 METERS 25214 | AG0924| AG2769 PINELLAS PARK RAD STA WGNB MST APPROX. 5.5 KM 2584705.8 | AG0924| AG2772 PINELLAS PARK RAD STA WQXM MST APPROX. 4.8 KM 2670431.0 | AG0924| AG2228 LARGO AEC PINELLAS PLANT W STK APPROX. 4.3 KM 3071737.7 | AG0924| AG2222 LARGO AEC PINELLAS PLANT E STK APPROX. 4.2 KM 3080427.9 | AG0924| AG7349 ST PETERSBURG NW BASE RESET APPROX. 6.3 KM 3081446.7 | AG0924| DF5847 PCDSM GPS 71 186.015 METERS 34043 | AG0924|---------------------------------------------------------------------| AG0924 AG0924 SUPERSEDED SURVEY CONTROL AG0924 AG0924 NAD 83(1990)- 27 51 00.94785(N) 082 42 52.18810(W) AD( ) 1 AG0924 NAD 83(1986)- 27 51 00.95374(N) 082 42 52.20029(W) AD( ) 1 AG0924 NAD 27 - 27 50 59.86637(N) 082 42 52.83922(W) AD( ) 1 AG0924 NGVD 29 - 4.415 (m) 14.48 (f) ADJ UNCH 2 2 AG0924 AG0924.Superseded values are not recommended for survey control. AG0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0924.See file dsdata.txt to determine how the superseded data were derived. AG0924 AG0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3118081796(NAD 83) AG0924_MARKER: DS = TRIANGULATION STATION DISK AG0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0924_STAMPING: SKYVIEW 1973 AG0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0924+STABILITY: SURFACE MOTION AG0924 AG0924 HISTORY - Date Condition Report By AG0924 HISTORY - 1973 MONUMENTED NGS AG0924 HISTORY - 1976 GOOD NGS AG0924 HISTORY - 19991129 GOOD USPSQD AG0924 HISTORY - 20010331 GOOD NGS AG0924 AG0924 STATION DESCRIPTION AG0924 AG0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AG0924'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF THE CENTER OF AG0924'PINELLAS PARK, AT THE SOUTHEAST CORNER OF THE GROUNDS OF THE AG0924'SKYVIEW ELEMENTARY SCHOOL AND ON PROPERTY OF PINELLAS COUNTY. AG0924' AG0924'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 92 AND AG0924'STATE HIGHWAY S-691 (49 STREET) IN THE NORTHEAST EDGE OF PINELLAS AG0924'PARK, GO SOUTH ON 49 STREET FOR 0.75 MILE TO THE JUNCTION OF AG0924'86 AVENUE. TURN RIGHT AND GO WEST ON 86 AVENUE FOR 0.6 MILE TO AG0924'REFERENCE MARK 3 ON THE LEFT. CONTINUE WEST ON 86 AVENUE FOR AG0924'0.25 MILE TO THE STATION ON THE RIGHT. AG0924' AG0924'THE STATION MARK, A STANDARD DISK STAMPED SKYVIEW 1973, IS SET AG0924'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH AG0924'THE GROUND SURFACE. IT IS 99 FEET NORTH OF THE NORTHEAST CORNER OF AG0924'HOUSE NUMBER 5900, 49 FEET NORTH OF THE CENTER OF 86 AVENUE, AG0924'26.6 FEET EAST OF THE WEST END OF A BACKSTOP FOR A BASEBALL AG0924'FIELD, 22.5 FEET SOUTH-SOUTHEAST OF THE NORTH END OF A BACKSTOP AG0924'AND 17.8 FEET NORTH OF A CABLE FENCE. AG0924' AG0924'REFERENCE MARK 1, A STANDARD DISK STAMPED SKYVIEW NO 1 1973, IS AG0924'CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK WHICH IS ON THE AG0924'NORTH SIDE OF 86 AVENUE. IT IS 29 FEET NORTH OF THE CENTER AG0924'OF 86 AVENUE AND 14 FEET WEST OF THE CENTER OF A DRIVEWAY. AG0924' AG0924'REFERENCE MARK 2, A STANDARD DISK STAMPED SKYVIEW NO 2 1973, IS AG0924'CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK WHICH IS ON THE AG0924'NORTH SIDE OF 86 AVENUE. IT IS 52 FEET WEST SOUTHWEST OF THE WEST AG0924'END OF THE BACKSTOP, 27 FEET NORTH OF THE CENTER OF 86 AVENUE AG0924'AND 5 FEET SOUTH OF THE CABLE FENCE. AG0924' AG0924'REFERENCE MARK 3, A STANDARD DISK STAMPED SKYVIEW NO 3 1973, IS AG0924'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH AG0924'WITH THE GROUND SURFACE. IT IS 41 FEET NORTH-NORTHWEST OF THE AG0924'NORTHWEST CORNER OF HOUSE NUMBER 5660, 20.6 FEET SOUTH OF THE AG0924'CENTER OF 86 AVENUE, 4.8 FEET WEST OF THE WEST EDGE OF A PAVED AG0924'DRIVEWAY AND 3.5 FEET WEST-NORTHWEST OF POWER LINE POLE NUMBER AG0924'2A-4568. AG0924' AG0924'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS. AG0924 AG0924 STATION RECOVERY (1976) AG0924 AG0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0924'IN PINELLAS PARK. AG0924'TO REACH THE STATION FROM THE INTERSECTION OF SR-694 (74TH AVE. N., AG0924'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693, 66TH ST.). RUN EASTERLY ON AG0924'S.R. 694 FOR 0.80 MILES TO THE INTERSECTION OF 60TH ST. TURN LEFT AND AG0924'RUN NORTHERLY ON 60TH ST. FOR 0.80 MILES TO THE INTERSECTION OF 86TH AG0924'AVE. N. TURN RIGHT AND RUN EASTERLY ON 86TH AVE. N. FOR 0.10 MILES. AG0924'STATION ON LEFT, LOCATED ON PROPERTY OF SKYVIEW ELEMENTARY SCHOOL, AG0924'48.9 FT. NORTH OF THE CENTERLINE OF 86TH AVE. N., 98.7 FT N.N.E. OF AG0924'THE N.E. CORNER OF A SINGLE STORY CONCRETE BLOCK HOUSE (5900 86TH AVE. AG0924'N.), 70.4 FT. N.N.W. OF A POWER AND LIGHT POLE (NO NUMBER), 7.9 FT. AG0924'EAST OF THE EXTENDED CENTERLINE OF DRIVEWAY (5900 86TH AVE. N.). SET AG0924'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION AG0924'20, T 30, R 16. AG0924 AG0924 STATION RECOVERY (1999) AG0924 AG0924'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0924'RECOVERED IN GOOD CONDITION. AG0924 AG0924 STATION RECOVERY (2001) AG0924 AG0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0924'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AL0348 *********************************************************************** AL0348 DESIGNATION - SLIP AL0348 PID - AL0348 AL0348 STATE/COUNTY- FL/PINELLAS AL0348 USGS QUAD - ELFERS (1987) AL0348 AL0348 *CURRENT SURVEY CONTROL AL0348 ___________________________________________________________________ AL0348* NAD 83(1999)- 28 08 27.59152(N) 082 43 57.53838(W) ADJUSTED AL0348* NAVD 88 - 12.422 (meters) 40.75 (feet) ADJUSTED AL0348 ___________________________________________________________________ AL0348 X - 711,983.466 (meters) COMP AL0348 Y - -5,583,141.720 (meters) COMP AL0348 Z - 2,990,286.708 (meters) COMP AL0348 LAPLACE CORR- -1.63 (seconds) DEFLEC99 AL0348 ELLIP HEIGHT- -12.67 (meters) (05/29/03) GPS OBS AL0348 GEOID HEIGHT- -25.01 (meters) GEOID99 AL0348 DYNAMIC HT - 12.404 (meters) 40.70 (feet) COMP AL0348 MODELED GRAV- 979,194.7 (mgal) NAVD 88 AL0348 AL0348 HORZ ORDER - FIRST AL0348 VERT ORDER - SECOND CLASS II AL0348 ELLP ORDER - FOURTH CLASS II AL0348 AL0348.The horizontal coordinates were established by GPS observations AL0348.and adjusted by the National Geodetic Survey in May 2003. AL0348 AL0348.The orthometric height was determined by differential leveling AL0348.and adjusted by the National Geodetic Survey in June 1991. AL0348 AL0348.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL0348 AL0348.The Laplace correction was computed from DEFLEC99 derived deflections. AL0348 AL0348.The ellipsoidal height was determined by GPS observations AL0348.and is referenced to NAD 83. AL0348 AL0348.The geoid height was determined by GEOID99. AL0348 AL0348.The dynamic height is computed by dividing the NAVD 88 AL0348.geopotential number by the normal gravity value computed on the AL0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL0348.degrees latitude (g = 980.6199 gals.). AL0348 AL0348.The modeled gravity was interpolated from observed gravity values. AL0348 AL0348; North East Units Scale Converg. AL0348;SPC FL W - 422,050.534 128,032.378 MT 1.00000508 -0 20 44.0 AL0348;UTM 17 - 3,114,035.205 329,849.283 MT 0.99995733 -0 49 02.6 AL0348 AL0348: Primary Azimuth Mark Grid Az AL0348:SPC FL W - CLARK 066 59 36.1 AL0348:UTM 17 - CLARK 067 27 54.7 AL0348 AL0348|---------------------------------------------------------------------| AL0348| PID Reference Object Distance Geod. Az | AL0348| dddmmss.s | AL0348| AL0138 CLARK APPROX. 3.2 KM 0663852.1 | AL0348| AL0742 TARPON SPRINGS LAKE BUTLER TK 20.190 METERS 09834 | AL0348| AL0362 SLIP RM 1 22.626 METERS 18307 | AL0348| AL0363 SLIP RM 2 24.902 METERS 27509 | AL0348| AL0826 TARPON SPRINGS MUN TANK TAR APPROX. 2.0 KM 2835208.1 | AL0348| AL0779 TARPON SPRINGS ST NICHOLAS CH APPROX. 2.4 KM 2854202.4 | AL0348| AL0814 TARPON SPRINGS MUN TANK PON APPROX. 3.2 KM 2980546.0 | AL0348| AL0743 TARPON SPRINGS FLA PWR MW APPROX. 1.1 KM 3173318.8 | AL0348|---------------------------------------------------------------------| AL0348 AL0348 SUPERSEDED SURVEY CONTROL AL0348 AL0348 NAD 83(1990)- 28 08 27.58998(N) 082 43 57.53864(W) AD( ) 1 AL0348 NAD 83(1986)- 28 08 27.59718(N) 082 43 57.54850(W) AD( ) 1 AL0348 NAD 27 - 28 08 26.54688(N) 082 43 58.18529(W) AD( ) 1 AL0348 NGVD 29 - 12.680 (m) 41.60 (f) ADJ UNCH 2 2 AL0348 AL0348.Superseded values are not recommended for survey control. AL0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0348.See file dsdata.txt to determine how the superseded data were derived. AL0348 AL0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2984914035(NAD 83) AL0348_MARKER: DS = TRIANGULATION STATION DISK AL0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0348_STAMPING: SLIP 1973 AL0348_MARK LOGO: NGS AL0348_MAGNETIC: N = NO MAGNETIC MATERIAL AL0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0348+STABILITY: SURFACE MOTION AL0348 AL0348 HISTORY - Date Condition Report By AL0348 HISTORY - 1973 MONUMENTED NGS AL0348 HISTORY - 1976 GOOD NGS AL0348 HISTORY - 19840608 GOOD NGS AL0348 HISTORY - 1987 GOOD USPSQD AL0348 HISTORY - 1990 GOOD USPSQD AL0348 HISTORY - 20020513 GOOD INDIV AL0348 AL0348 STATION DESCRIPTION AL0348 AL0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AL0348'THE STATION IS LOCATED 1/2 MILE WEST OF THE WEST SHORE OF LAKE AL0348'TARPON, 1/2 MILE EAST OF U.S. HIGHWAY 19, ON THE EAST EDGE OF AL0348'TARPON SPRINGS AND ON PROPERTY OWNED BY THE CITY OF TARPON SPRINGS. AL0348' AL0348'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND AL0348'STATE HIGHWAY S-582 IN TARPON SPRINGS, GO EAST ON HIGHWAY S-582 AL0348'FOR 0.5 MILE TO A SIDE ROAD RIGHT. TURN RIGHT AND GO SOUTH ON AL0348'HIGHLAND AVENUE FOR 0.4 MILE TO A SIDE ROAD LEFT. TURN LEFT AL0348'AND GO EAST ON A SHELL ROAD FOR 0.05 MILE TO THE END OF THE AL0348'ROAD AND THE STATION. AL0348' AL0348'STATION MARK, STAMPED SLIP 1973 IS A STANDARD DISK SET IN A AL0348'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS AL0348'49 FEET NORTHEAST OF A 14-INCH OAK TREE, 32.5 FEET SOUTH OF THE AL0348'CENTER OF THE SHELL ROAD, 26 FEET SOUTHEAST OF POWER POLE AL0348'NUMBER 801-1 AND 16.5 FEET WEST OF A CHAIN LINK FENCE. AL0348' AL0348'REFERENCE MARK NUMBER 1, STAMPED SLIP NO 1 1972 IS A STANDARD AL0348'DISK SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE AL0348'GROUND. IT IS 71 FEET SOUTHEAST OF A 14-INCH OAK TREE, 30.5 AL0348'FEET SOUTH OF THE SOUTHWEST CORNER OF THE CHAIN LINK FENCE, 8 AL0348'FEET NORTHEAST OF A 5-INCH PINE TREE AND 3 FEET WEST OF A METAL AL0348'WITNESS POST. AL0348' AL0348'REFERENCE MARK NUMBER 2, STAMPED SLIP NO 2 1972 IS A STANDARD AL0348'DISK SET IN A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE AL0348'GROUND. IT IS 41 FEET NORTHWEST OF THE 14-INCH OAK TREE, 35 FEET AL0348'SOUTH OF THE CENTER OF THE SHELL ROAD, 27 FEET SOUTHWEST OF A AL0348'16-INCH PINE TREE AND 3 FEET EAST OF A METAL WITNESS POST. AL0348' AL0348'NOTE--NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AL0348'AT THIS TIME. AL0348' AL0348'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS. AL0348 AL0348 STATION RECOVERY (1976) AL0348 AL0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AL0348'IN TARPON SPRINGS. AL0348'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AL0348'KEYSTONE RD. (SR-582). RUN EASTERLY ON KEYSTONE RD. FOR 0.50 MILE TO AL0348'HIGHLAND AVE. TURN RIGHT ON HIGHLAND AVE. AND RUN SOUTHERLY FOR 0.4 AL0348'MILE TO DIRT ROAD ON LEFT, LEADING TO WATER TANK. TURN LEFT ON DIRT AL0348'ROAD AND RUN EASTERLY FOR 0.05 MILE TO CHAIN LINK FENCE AROUND WATER AL0348'TANK. STATION ON RIGHT, 46.0 FT. NORTH OF THE S.W. CORNER OF A 6 FT. AL0348'CHAIN LINK FENCE, 49.0 N.E. OF A 14 INCH OAK TREE, 26.0 FT. S.E. OF A AL0348'POWER POLE (NUMBER 801-1), 16.5 FT. WEST OF A 6 FT. CHAIN LINK FENCE. AL0348'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. AL0348'SECTION 18, T 27, R 16. AL0348 AL0348 STATION RECOVERY (1984) AL0348 AL0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN) AL0348'STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED AS DESCRIBED AND AL0348'FOUND IN GOOD CONDITION. THE DISTANCES TO AND BETWEEN ALL MARKS AL0348'CHECKED WITH THE ORIGINAL DESCRIPTION. NO OBSERVATIONS WERE OBSERVED AL0348'THIS VISIT. STATION WAS VISITED FOR USE AS A CONTROL POINT FOR A AL0348'SURVEY OF FIXED AIDS TO NAVIGATION IN THE VICINITY. DUE TO CHANGES, A AL0348'COMPLETE NEW DESCRIPTION FOLLOWS. ABOUT 0.80 KM, (0.50 MI) WEST OF AL0348'THE WEST SHORE OF LAKE TARPON, 0.80 KM, (0.50 MI) EAST OF U S HIGHWAY AL0348'19 AND ON THE EAST EDGE OF TARPON SPRINGS ON PROPERTY OWNED BY THE AL0348'CITY OF TARPON SPRINGS AT SITE OF WHERE A LARGE WATER TANK WAS AL0348'DISMANTLED. TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 19 AL0348'AND STATE HIGHWAY S-582 IN TARPON SPRINGS, GO EAST ON HIGHWAY S-582 AL0348'FOR 0.80 KM, (0.50 MI) TO A SIDE ROAD RIGHT. TURN RIGHT AND GO SOUTH AL0348'ON HIGHLAND AVENUE FOR 0.64 KM, (0.40 MI) TO A SIDE ROAD LEFT, TURN AL0348'LEFT AND GO EAST UP HILL ON SHELL ROAD FOR 0.05 MI (0.08 KM) TOP OF AL0348'HILL AND STATION. THE STATION IS 14.94 METERS (49.02 FT) NE OF A 16 AL0348'INCH OAK TREE, 9.91 METERS (32.51 FT) SOUTH OF THE CENTER OF A SHELL AL0348'ROAD, 7.92 METERS (25.98 FT) SOUTHEAST OF A POWER LINE POLE NUMBERED AL0348'801-1, 0.30 METER (0.98 FT) EAST OF A WITNESS POST. REFERENCE MARK NO AL0348'1 IS A STANDARD NGS DISK STAMPED,--SLIP NO 1 1972-, SET INTO THE TOP AL0348'OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER, FLUSH WITH THE AL0348'GROUND. THE STATION IS 2.44 METERS (8.01 FT) NORTHEAST OF A 12 INCH AL0348'PINE TREE, 0.91 METER (2.99 FT) EAST OF A METAL WITNESS POST. AL0348'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED,--SLIP NO 2 1972--, AL0348'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN AL0348'DIAMETER, FLUSH WITH THE GROUND. THE STATION IS LOCATED NORTHWEST OF AL0348'THE 16 INCH OAK TREE, SOUTH OF THE CENTER OF THE SHELL ROAD EAST OF A AL0348'WITNESS POST. AL0348 AL0348 STATION RECOVERY (1987) AL0348 AL0348'RECOVERY NOTE BY US POWER SQUADRON 1987 (CBF) AL0348'RECOVERED IN GOOD CONDITION. AL0348 AL0348 STATION RECOVERY (1990) AL0348 AL0348'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG) AL0348'RECOVERED IN GOOD CONDITION. AL0348 AL0348 STATION RECOVERY (2002) AL0348 AL0348'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TEZ) AL0348'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AL0364 *********************************************************************** AL0364 DESIGNATION - SPEED AL0364 PID - AL0364 AL0364 STATE/COUNTY- FL/PINELLAS AL0364 USGS QUAD - ELFERS (1987) AL0364 AL0364 *CURRENT SURVEY CONTROL AL0364 ___________________________________________________________________ AL0364* NAD 83(1999)- 28 08 42.15136(N) 082 39 01.06741(W) ADJUSTED AL0364* NAVD 88 - 9.107 (meters) 29.88 (feet) ADJUSTED AL0364 ___________________________________________________________________ AL0364 X - 719,980.131 (meters) COMP AL0364 Y - -5,581,899.979 (meters) COMP AL0364 Z - 2,990,680.335 (meters) COMP AL0364 LAPLACE CORR- -1.02 (seconds) DEFLEC99 AL0364 ELLIP HEIGHT- -16.04 (meters) (07/06/01) GPS OBS AL0364 GEOID HEIGHT- -25.11 (meters) GEOID99 AL0364 DYNAMIC HT - 9.094 (meters) 29.84 (feet) COMP AL0364 MODELED GRAV- 979,196.6 (mgal) NAVD 88 AL0364 AL0364 HORZ ORDER - FIRST AL0364 VERT ORDER - SECOND CLASS II AL0364 ELLP ORDER - FOURTH CLASS II AL0364 AL0364.The horizontal coordinates were established by classical geodetic methods AL0364.and adjusted by the National Geodetic Survey in July 2001. AL0364 AL0364.The orthometric height was determined by differential leveling AL0364.and adjusted by the National Geodetic Survey in June 1991. AL0364 AL0364.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL0364 AL0364.The Laplace correction was computed from DEFLEC99 derived deflections. AL0364 AL0364.The ellipsoidal height was determined by GPS observations AL0364.and is referenced to NAD 83. AL0364 AL0364.The geoid height was determined by GEOID99. AL0364 AL0364.The dynamic height is computed by dividing the NAVD 88 AL0364.geopotential number by the normal gravity value computed on the AL0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL0364.degrees latitude (g = 980.6199 gals.). AL0364 AL0364.The modeled gravity was interpolated from observed gravity values. AL0364 AL0364; North East Units Scale Converg. AL0364;SPC FL W - 422,452.682 136,124.463 MT 0.99999152 -0 18 24.3 AL0364;UTM 17 - 3,114,370.681 337,943.939 MT 0.99992414 -0 46 43.0 AL0364 AL0364: Primary Azimuth Mark Grid Az AL0364:SPC FL W - SPEED RM 3 277 15 34.6 AL0364:UTM 17 - SPEED RM 3 277 43 53.3 AL0364 AL0364|---------------------------------------------------------------------| AL0364| PID Reference Object Distance Geod. Az | AL0364| dddmmss.s | AL0364| AL0615 ODESSA GTE MICRO TOWER APPROX. 7.6 KM 0452732.2 | AL0364| CW6372 SPEED RM 4 23.560 METERS 18252 | AL0364| AL0369 SPEED RM 1 27.003 METERS 19845 | AL0364| AL0371 SPEED RM 3 APPROX. 0.5 KM 2765710.3 | AL0364| AL0370 SPEED RM 2 26.791 METERS 28311 | AL0364|---------------------------------------------------------------------| AL0364 AL0364 SUPERSEDED SURVEY CONTROL AL0364 AL0364 NAD 83(1990)- 28 08 42.14938(N) 082 39 01.06645(W) AD( ) 1 AL0364 NAD 83(1986)- 28 08 42.15619(N) 082 39 01.07623(W) AD( ) 1 AL0364 NAD 27 - 28 08 41.10608(N) 082 39 01.71973(W) AD( ) 1 AL0364 NGVD 29 - 9.363 (m) 30.72 (f) ADJ UNCH 2 2 AL0364 AL0364.Superseded values are not recommended for survey control. AL0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0364.See file dsdata.txt to determine how the superseded data were derived. AL0364 AL0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3794414371(NAD 83) AL0364_MARKER: DS = TRIANGULATION STATION DISK AL0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0364_STAMPING: SPEED 1972 AL0364_MARK LOGO: NGS AL0364_MAGNETIC: O = OTHER; SEE DESCRIPTION AL0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0364+STABILITY: SURFACE MOTION AL0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL0364+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2002 AL0364 AL0364 HISTORY - Date Condition Report By AL0364 HISTORY - 1973 MONUMENTED NGS AL0364 HISTORY - 1976 GOOD NGS AL0364 HISTORY - 1978 GOOD FL-103 AL0364 HISTORY - 1982 GOOD FL-057 AL0364 HISTORY - 1990 GOOD USPSQD AL0364 HISTORY - 19910403 GOOD HEIDT AL0364 HISTORY - 20020805 GOOD USPSQD AL0364 AL0364 STATION DESCRIPTION AL0364 AL0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AL0364'THE STATION IS ABOUT 5-1/2 MILES EAST OF THE JUNCTION OF AL0364'U.S. HIGHWAY 19 AND STATE HIGHWAY S-582, 1-3/4 MILES SOUTH OF AL0364'THE PASCO-PINELLAS COUNTY LINE, AT THE HILLSBOROUGH-PINELLAS AL0364'COUNTY LINE AND ON STATE HIGHWAY ROAD RIGHT OF WAY. AL0364' AL0364'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND AL0364'STATE HIGHWAY S-582 IN TARPON SPRINGS, GO EASTERLY ON HIGHWAY AL0364'S-582 FOR 2.95 MILES TO A SIDE ROAD RIGHT (COUNTY ROAD AL0364'77). CONTINUE EAST ON HIGHWAY S-582 FOR 2.5 MILES TO REFERENCE AL0364'MARK 3 ON THE LEFT AS DESCRIBED. CONTINUE EASTERLY ON HIGHWAY AL0364'S-582 FOR 0.3 MILES TO THE STATION ON THE LEFT JUST BEFORE AL0364'REACHING THE HILLSBOROUGH-PINELLAS COUNTY LINE. AL0364' AL0364'STATION MARKS, STAMPED SPEED 1973 ARE STANDARD DISKS. THE AL0364'SURFACE MARK IS FLUSH WITH THE GROUND IN A ROUND CONCRETE AL0364'MONUMENT AND THE UNDERGROUND MARK IS ABOUT 42 INCHES BELOW THE AL0364'SURFACE. THEY ARE 47 FEET NORTHWEST OF HILLSBOROUGH-PINELLAS AL0364'COUNTY LINE SIGN, 46.5 FEET NORTH OF THE CENTER OF STATE AL0364'HIGHWAY S-582, 19 FEET WEST OF A FENCE CORNER AND 7 FEET SOUTH AL0364'OF A WIRE FENCE AND METAL WITNESS POST. AL0364' AL0364'REFERENCE MARK 1, STAMPED SPEED NO 1 1973 IS A STANDARD DISK AL0364'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH AL0364'THE GROUND. IT IS 50.5 FEET WEST OF A COUNTY LINE SIGN, 42 FEET AL0364'SOUTH OF THE CENTER OF STATE HIGHWAY S-582, 28 FEET SOUTHEAST AL0364'OF A TELEPHONE POLE NUMBER 215 AND 6 FEET NORTH OF TWO 12-INCH AL0364'PINE TREES. AL0364' AL0364'REFERENCE MARK 2, STAMPED SPEED NO 2 1973 IS A STANDARD DISK SET AL0364'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE AL0364'GROUND. IT IS 105 FEET WEST OF THE FENCE CORNER, 93 FEET AL0364'NORTHWEST OF THE TELEPHONE POLE NUMBER 215, 49.5 FEET NORTH OF AL0364'THE CENTER OF STATE HIGHWAY S-582 AND 1 FOOT SOUTH OF A WIRE AL0364'FENCE. AL0364' AL0364'REFERENCE MARK 3, STAMPED SPEED NO 3 1973 IS A STANDARD DISK AL0364'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH AL0364'THE GROUND. IT IS 64 FEET NORTH OF THE CENTER OF STATE HIGHWAY AL0364'S-582, 5 FEET NORTH OF A POWER POLE NUMBER 12A-5192R, 1.5 FEET AL0364'SOUTHWEST OF A METAL WITNESS POST AND 1.3 FEET SOUTH OF A WIRE AL0364'FENCE. AL0364' AL0364'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS. AL0364 AL0364 STATION RECOVERY (1976) AL0364 AL0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AL0364'3.9 MI E FROM TARPON SPRINGS. AL0364'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AL0364'KEYSTONE RD. (SR-582). RUN EASTERLY ON KEYSTONE RD. FOR 6.05 MILES TO AL0364'THE PINELLAS, HILLSBORO COUNTY LINE. STATION ON LEFT, 46.4 FT. N.N.E. AL0364'OF THE CENTERLINE OF KEYSTONE RD., 134.5 FT. N.E. OF A POWER POLE AL0364'(NUMBER 12A-6148R), 84.4 FT N.N.E. OF A TELEPHONE POLE (NUMBER 215), AL0364'52.5 FT. S.W. OF A 10 INCH PINE TREE, 7.1 FT. SOUTH OF A 4 FT. BARBED AL0364'WIRE FENCE. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE AL0364'GROUND. SECTION 12, T 27, R 16. AL0364 AL0364 STATION RECOVERY (1978) AL0364 AL0364'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978 AL0364'RECOVERED IN GOOD CONDITION. AL0364 AL0364 STATION RECOVERY (1982) AL0364 AL0364'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1982 (RSW) AL0364'THE STATION MARK, REFERENCE MARKS 2 AND 3 (AZIMUTH MARK) , WERE AL0364'RECOVERED IN GOOD CONDITION. REFERENCE MARK 1 WAS RECOVERED DESTROYED AL0364'WITH THE BRASS DISK MISSING. REFERENCE MARK 4, WAS ESTABLISHED AT AL0364'THIS TIME. AL0364' AL0364'THE STATION IS LOCATED ABOUT 18.0 MILES NORTHWEST OF THE INTERSECTION AL0364'OF INTERSTATES 4 AND 275 AND 1.5 MILES SOUTHWEST OF KEYSTONE, SOUTH AL0364'OF THE PASCO AND PINELLAS COUNTY LINE AT THE HILLSBOROUGH AND AL0364'PINELLAS COUNTY LINE, ON COUNTY RIGHT OF WAY. AL0364' AL0364'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ODESSA GO WESTERLY AL0364'ON TARPON SPRINGS ROAD FOR 4.6 MILES TO STATION ON RIGHT. AL0364' AL0364'THE STATION MARK IS A STANDARD NGS DISK STAMPED---SPEED 1972--- AL0364'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCHES ROUND CONCRETE AL0364'MONUMENT FLUSH WITH THE GROUND. IT IS LOCATED 107.0 FEET EAST OF THE AL0364'THE HILLSBOROUGH AND PINELLAS COUNTY LINE, AND 58.0 FEET WEST OF AL0364'THE CENTERLINE OF A SHELL ROAD, AND 46.0 FEET NORTH OF THE CENTERLINE AL0364'OF TARPON SPRINGS ROAD, AND 18.7 FEET WEST OF A FENCE CORNER, AND AL0364'7.0 FEET SOUTH OF A METAL WITNESS POST. THE UNDERGROUND MARK IS A AL0364'STANDARD NGS DISK STAMPED---SPEED 1972---IN AN IRREGULAR MASS OF AL0364'CONCRETE, 3.7 FEET BELOW THE SURFACE. AL0364' AL0364'REFERENCE MARK NO2 IS A STANDARD NGS DISK STAMPED---SPEED NO 2 1972--- AL0364'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE AL0364'MONUMENT FLUSH WITH THE GROUND. IT IS LOCATED 105.0 FEET WEST OF A AL0364'FENCE CORNER, AND 49.5 FEET NORTH OF THE CENTERLINE OF TARPON SPRINGS AL0364'ROAD, AND 34.2 FEET EAST OF A CONCRETE RIGHT OF WAY POST, AND AL0364'32.8 FEET NORTHEAST OF THE HILLSBOROUGH AND PINELLAS COUNTY LINE SIGN, AL0364'AND 1.0 FOOT SOUTH OF A FENCE LINE. AL0364' AL0364'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED---SPEED 1972 NO 4 AL0364'1981---THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH ROUND AL0364'CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS LOCATED 80.7 FEET AL0364'WEST OF A TELEPHONE POLE, AND 48.3 FEET EAST OF A TELEPHONE POLE AL0364'NUMBER 215, AND 30.7 FEET SOUTH OF THE CENTERLINE OF TARPON SPRINGS AL0364'ROAD, AND 13.3 FEET NORTH OF A METAL WITNESS POST. AL0364' AL0364'AZIMUTH MARK IS A STANDARD NGS DISK STAMPED---SPEED NO 3 AL0364'1972---THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH ROUND AL0364'CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS LOCATED 64.0 FEET AL0364'NORTH OF THE CENTERLINE OF TARPON SPRINGS ROAD, AND 5.5 FEET NORTH AL0364'OF A UTILITY POLE , AND 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, AL0364'AND 1.3 FEET SOUTH OF A FENCE LINE. TO REACH THE AZIMUTH MARK FROM AL0364'THE STATION GO WESTERLY ON TARPON SPRINGS ROAD FOR 0.3 MILES TO AL0364'AZIMUTH MARK ON RIGHT. AL0364' AL0364'HEIGHT OF LIGHT ABOVE MARK 30.885 METERS. AL0364 AL0364 STATION RECOVERY (1990) AL0364 AL0364'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG) AL0364'RECOVERED IN GOOD CONDITION. AL0364 AL0364 STATION RECOVERY (1991) AL0364 AL0364'RECOVERY NOTE BY HEIDT AND ASSOCIATES INCORPORATED 1991 AL0364'RECOVERED IN GOOD CONDITION. AL0364 AL0364 STATION RECOVERY (2002) AL0364 AL0364'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH) AL0364'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AG2199 *********************************************************************** AG2199 DESIGNATION - ST PETERSBURG FIRST UN METH CH AG2199 PID - AG2199 AG2199 STATE/COUNTY- FL/PINELLAS AG2199 USGS QUAD - ST PETERSBURG (1987) AG2199 AG2199 *CURRENT SURVEY CONTROL AG2199 ___________________________________________________________________ AG2199* NAD 83(1990)- 27 46 25.37045(N) 082 38 14.33876(W) ADJUSTED AG2199* NAVD 88 - AG2199 ___________________________________________________________________ AG2199 LAPLACE CORR- -1.99 (seconds) DEFLEC99 AG2199 GEOID HEIGHT- -24.41 (meters) GEOID99 AG2199 AG2199 HORZ ORDER - THIRD AG2199 AG2199.The horizontal coordinates were established by classical geodetic methods AG2199.and adjusted by the National Geodetic Survey in May 1991. AG2199 AG2199 AG2199.The Laplace correction was computed from DEFLEC99 derived deflections. AG2199 AG2199.The geoid height was determined by GEOID99. AG2199 AG2199; North East Units Scale Converg. AG2199;SPC FL W - 381,296.781 137,184.869 MT 0.99998986 -0 17 49.2 AG2199;UTM 17 - 3,073,210.277 338,667.377 MT 0.99992128 -0 45 47.2 AG2199 AG2199 SUPERSEDED SURVEY CONTROL AG2199 AG2199 NAD 83(1986)- 27 46 25.37544(N) 082 38 14.35121(W) AD( ) 4 AG2199 NAD 27 - 27 46 24.27702(N) 082 38 14.99711(W) AD( ) 3 AG2199 AG2199.Superseded values are not recommended for survey control. AG2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2199.See file dsdata.txt to determine how the superseded data were derived. AG2199 AG2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3866773210(NAD 83) AG2199_MARKER: 55 = TOWER AG2199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG2199+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003 AG2199 AG2199 HISTORY - Date Condition Report By AG2199 HISTORY - 1972 FIRST OBSERVED NGS AG2199 HISTORY - 1976 GOOD NGS AG2199 HISTORY - 1983 GOOD NGS AG2199 HISTORY - 19980117 GOOD USPSQD AG2199 HISTORY - 20030415 GOOD USPSQD AG2199 AG2199 STATION DESCRIPTION AG2199 AG2199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL) AG2199'THIS STATION IS AT THE SAME LOCATION AS ST. PETERSBURG, FIRST AG2199'METHODIST CHURCH, CARILLON TOWER, FINIAL 1934. AG2199' AG2199'THE OLD CHURCH BUILDING WAS TORN DOWN AND REBUILT IN 1954. AG2199' AG2199'THE STATION IS THE BALL ATOP AN ORNAMENT, WHICH IS ATOP AND AG2199'CENTER OF A CARILLON TOWER OF THE FIRST UNITED METHODIST CHURCH AG2199'OF ST. PETERSBURG. THE TOWER IS CONSTRUCTED OF RED BRICK AND AG2199'ATTACHED TO THE SOUTHEAST CORNER OF THE CHURCH BUILDING, IT IS AG2199'APPROXIMATELY 105 FEET HIGH. AG2199' AG2199'THE CHURCH IS LOCATED IN DOWNTOWN ST. PETERSBURG IN THE NORTHWEST AG2199'ANGLE OF THE INTERSECTION OF 2ND AVENUE N AND 3RD STREET N. IT AG2199'IS 78 FEET NORTH OF THE CENTER LINE OF 2ND AVENUE N AND 63 FEET AG2199'WEST OF THE CENTER LINE OF 3RD STREET N. AG2199 AG2199 STATION RECOVERY (1976) AG2199 AG2199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JWB) AG2199'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. AG2199' AG2199'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AG2199'IN ST. PETERSBURG. AG2199 AG2199 STATION RECOVERY (1983) AG2199 AG2199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAH) AG2199'RECOVERED AS DESCRIBED IN GOOD CONDITION. AG2199' AG2199'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ST. PETERSBURG. AG2199 AG2199 STATION RECOVERY (1998) AG2199 AG2199'RECOVERY NOTE BY US POWER SQUADRON 1998 AG2199'RECOVERED IN GOOD CONDITION. AG2199 AG2199 STATION RECOVERY (2003) AG2199 AG2199'RECOVERY NOTE BY US POWER SQUADRON 2003 (RE) AG2199'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AG2220 *********************************************************************** AG2220 DESIGNATION - ST PETERSBURG FLA PWR MICROWAV AG2220 PID - AG2220 AG2220 STATE/COUNTY- FL/PINELLAS AG2220 USGS QUAD - ST PETERSBURG (1987) AG2220 AG2220 *CURRENT SURVEY CONTROL AG2220 ___________________________________________________________________ AG2220* NAD 83(1990)- 27 46 23.32846(N) 082 39 15.58055(W) ADJUSTED AG2220* NAVD 88 - AG2220 ___________________________________________________________________ AG2220 LAPLACE CORR- -1.91 (seconds) DEFLEC99 AG2220 GEOID HEIGHT- -24.38 (meters) GEOID99 AG2220 AG2220 HORZ ORDER - THIRD AG2220 AG2220.The horizontal coordinates were established by classical geodetic methods AG2220.and adjusted by the National Geodetic Survey in May 1991. AG2220 AG2220 AG2220.The Laplace correction was computed from DEFLEC99 derived deflections. AG2220 AG2220.The geoid height was determined by GEOID99. AG2220 AG2220; North East Units Scale Converg. AG2220;SPC FL W - 381,242.733 135,507.796 MT 0.99999250 -0 18 17.7 AG2220;UTM 17 - 3,073,169.877 336,990.032 MT 0.99992799 -0 46 15.7 AG2220 AG2220 SUPERSEDED SURVEY CONTROL AG2220 AG2220 NAD 83(1986)- 27 46 23.33356(N) 082 39 15.59311(W) AD( ) 4 AG2220 NAD 27 - 27 46 22.23547(N) 082 39 16.23909(W) AD( ) 3 AG2220 AG2220.Superseded values are not recommended for survey control. AG2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG2220.See file dsdata.txt to determine how the superseded data were derived. AG2220 AG2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3699073170(NAD 83) AG2220_MARKER: 45 = MICROWAVE TOWER AG2220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG2220+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2003 AG2220 AG2220 HISTORY - Date Condition Report By AG2220 HISTORY - 1972 FIRST OBSERVED NGS AG2220 HISTORY - 19970226 GOOD USPSQD AG2220 HISTORY - 20030415 GOOD USPSQD AG2220 AG2220 STATION DESCRIPTION AG2220 AG2220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JCL) AG2220'THE STATION IS THE TOP CENTER OF A 4-LEGGED, SKELETON STEEL TOWER AG2220'OWNED BY THE FLORIDA POWER CORPORATION. THE TOWER IS PAINTED AG2220'ALTERNATELY RED AND WHITE WITH ONE DISH AND TWO FLAT ANTENNAS ON AG2220'TOP, IT IS APPROXIMATELY 150 FEET HIGH WITH OBSTRUCTION LIGHTS AG2220'ON TOP THAT ARE NOT CENTERED. AG2220' AG2220'THE TOWER IS LOCATED IN ST. PETERSBURG IN THE SOUTHEAST ANGLE OF AG2220'THE INTERSECTION OF 2ND AVENUE N AND 16TH STREET N. IT IS 100 AG2220'FEET SOUTH OF THE CENTER LINE OF 2ND AVENUE N AND 56 FEET WEST OF AG2220'THE CENTER LINE OF A RAILROAD TRACK. AG2220 AG2220 STATION RECOVERY (1997) AG2220 AG2220'RECOVERY NOTE BY US POWER SQUADRON 1997 AG2220'RECOVERED IN GOOD CONDITION. AG2220 AG2220 STATION RECOVERY (2003) AG2220 AG2220'RECOVERY NOTE BY US POWER SQUADRON 2003 (RE) AG2220'RECOVERED IN GOOD CONDITION.