1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD2772 *********************************************************************** AD2772 DESIGNATION - CONVICT AD2772 PID - AD2772 AD2772 STATE/COUNTY- FL/PALM BEACH AD2772 USGS QUAD - GREENACRES CITY (1983) AD2772 AD2772 *CURRENT SURVEY CONTROL AD2772 ___________________________________________________________________ AD2772* NAD 83(1990)- 26 32 57.63738(N) 080 12 18.56761(W) ADJUSTED AD2772* NAVD 88 - 5.239 (meters) 17.19 (feet) ADJUSTED AD2772 ___________________________________________________________________ AD2772 LAPLACE CORR- -2.69 (seconds) DEFLEC99 AD2772 GEOID HEIGHT- -25.68 (meters) GEOID99 AD2772 DYNAMIC HT - 5.231 (meters) 17.16 (feet) COMP AD2772 MODELED GRAV- 979,105.0 (mgal) NAVD 88 AD2772 AD2772 HORZ ORDER - FIRST AD2772 VERT ORDER - SECOND CLASS 0 AD2772 AD2772.The horizontal coordinates were established by classical geodetic methods AD2772.and adjusted by the National Geodetic Survey in May 1991. AD2772 AD2772.The orthometric height was determined by differential leveling AD2772.and adjusted by the National Geodetic Survey in June 1991. AD2772 AD2772.The Laplace correction was computed from DEFLEC99 derived deflections. AD2772 AD2772.The geoid height was determined by GEOID99. AD2772 AD2772.The dynamic height is computed by dividing the NAVD 88 AD2772.geopotential number by the normal gravity value computed on the AD2772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2772.degrees latitude (g = 980.6199 gals.). AD2772 AD2772.The modeled gravity was interpolated from observed gravity values. AD2772 AD2772; North East Units Scale Converg. AD2772;SPC FL E - 245,719.835 279,200.913 MT 1.00001859 +0 21 19.0 AD2772;UTM 17 - 2,936,767.978 579,173.890 MT 0.99967739 +0 21 19.0 AD2772 AD2772: Primary Azimuth Mark Grid Az AD2772:SPC FL E - CONVICT AZ MK RESET 353 55 01.2 AD2772:UTM 17 - CONVICT AZ MK RESET 353 55 01.2 AD2772 AD2772|---------------------------------------------------------------------| AD2772| PID Reference Object Distance Geod. Az | AD2772| dddmmss.s | AD2772| AD6717 LANTANA TELEPROMPTER TV MAST APPROX. 9.1 KM 0023515.2 | AD2772| AD2773 CONVICT RM 1 46.561 METERS 00704 | AD2772| AD6551 WEST PALM BEACH WIRK CEN MAST APPROX.12.6 KM 0431138.9 | AD2772| AD6674 LAKE WORTH LARGE BLACK TANK APPROX.15.5 KM 0621440.8 | AD2772| AD2771 CONVICT RM A 25.466 METERS 10746 | AD2772| AD6637 BOYNTON BEACH ATT MICROWAVE APPROX. 9.1 KM 1162820.9 | AD2772| AD2770 CONVICT RM 2 40.316 METERS 15348 | AD2772| AD6942 BOYNTON BEACH REFUGE RAD MAST APPROX. 5.7 KM 1905108.2 | AD2772| AD6716 CONVICT RM 3 RESET 63.961 METERS 34141 | AD2772| AD6699 LANTANA WPTV TV MAST APPROX. 4.5 KM 3513020.5 | AD2772| CW9440 CONVICT AZ MK RESET 3541620.2 | AD2772| AD2774 CONVICT RM 3 3542446.0 | AD2772| AD6698 LANTANA TV STA WEAT MAST APPROX. 4.4 KM 3563146.1 | AD2772|---------------------------------------------------------------------| AD2772 AD2772 SUPERSEDED SURVEY CONTROL AD2772 AD2772 NAD 83(1986)- 26 32 57.64155(N) 080 12 18.57520(W) AD( ) 1 AD2772 NAD 27 - 26 32 56.38667(N) 080 12 19.40997(W) AD( ) 1 AD2772 NGVD 29 (??/??/92) 5.694 (m) 18.68 (f) ADJ UNCH 2 0 AD2772 AD2772.Superseded values are not recommended for survey control. AD2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2772.See file dsdata.txt to determine how the superseded data were derived. AD2772 AD2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7917436768(NAD 83) AD2772_MARKER: DS = TRIANGULATION STATION DISK AD2772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2772_STAMPING: CONVICT 1934 AD2772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2772+STABILITY: SURFACE MOTION AD2772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD2772+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2003 AD2772 AD2772 HISTORY - Date Condition Report By AD2772 HISTORY - 1934 MONUMENTED CGS AD2772 HISTORY - 1953 GOOD CGS AD2772 HISTORY - 1962 GOOD CGS AD2772 HISTORY - 1963 GOOD CGS AD2772 HISTORY - 1963 GOOD NGS AD2772 HISTORY - 1970 GOOD NGS AD2772 HISTORY - 1984 GOOD USPSQD AD2772 HISTORY - 19950605 MARK NOT FOUND USPSQD AD2772 HISTORY - 20031021 GOOD USPSQD AD2772 AD2772 STATION DESCRIPTION AD2772 AD2772'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB) AD2772'THIS FIRST-ORDER STATION IS ABOUT 15 MILES AIR LINE SW OF THE AD2772'BUSINESS DISTRICT OF THE CITY OF WEST PALM BEACH, ABOUT 9 MILES AD2772'AIR LINE, A LITTLE N OF W OF THE TOWN OF BOYNTON ON U.S. AD2772'HIGHWAY 1, AT A CONVICT CAMP SITE ON THE E SIDE OF THE RANGE-LINE AD2772'CANAL. THIS CONVICT CAMP MAY BE OF A TEMPORARY NATURE BUT THE AD2772'EVIDENCES OF THE CAMP WILL PROBABLY BE PROMINENT FOR MANY YEARS AD2772'TO COME. IT IS 6.2 METERS E OF THE E EDGE OF THE CANAL, 23.8 AD2772'METERS E OF THE CENTER LINE OF A ROAD THAT RUNS N AND S ALONG AD2772'THE W SIDE OF THE CANAL, 16.9 METERS S OF THE SE CORNER OF A AD2772'WOODEN BRIDGE OVER THE CANAL, 15 METERS W OF A GASOLINE PUMP, AD2772'AND 11 METERS N OF A SMALL DRAINAGE DITCH RUNNING INTO THE AD2772'CANAL. AD2772' AD2772'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE AD2772'DISKS SET IN CONCRETE. AD2772' AD2772'REFERENCE MARK NO.1 IS 29.6 METERS E OF THE CENTER LINE OF THE AD2772'HIGHWAY 4.8 METERS W OF THE SW CORNER OF A SMALL COTTAGE, AND AD2772'IN THE NW CORNER OF THE CAMP SITE. AD2772' AD2772'REFERENCE MARK NO.2 IS ON THE S SIDE OF THE CAMP SITE, 21 METERS AD2772'E OF THE EDGE OF THE CANAL, AND 5.1 METERS E OF THE SE CORNER OF AD2772'A SMALL WOODEN BUILDING. AD2772' AD2772'REFERENCE MARK NO.3, THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE AD2772'N OF THE STATION, 18 PACES W OF THE CENTER LINE OF THE N-S ROAD, AD2772'4 PACES S OF THE T-ROAD TO THE W, AND 32 PACES SE OF A 12-INCH AD2772'PINE TREE. AD2772' AD2772'TO REACH THE STATION FROM W PALM BEACH GO S ON HIGHWAY 1 FOR ABOUT AD2772'10 MILES TO THE TOWN OF BOYNTON. HERE TURN W ON THE FIRST AD2772'THROUGH PAVED STREET S OF THE WATER TANK IN BOYNTON, AND FOLLOW THE AD2772'MAIN TRAVELLED ROAD W 9.5 MILES TO A BRIDGE OVER THE RANGE-LINE AD2772'CANAL AND THE HIGHWAY MENTIONED ABOVE. TURN N ON THIS ROAD AND AD2772'GO 1.5 MILES TO THE STATION. AD2772' AD2772'THERE ARE NO LOCAL OBJECTS VISIBLE FROM THE GROUND AT THIS AD2772'STATION, SUITABLE TO BE CUT IN FOR AZIMUTH MARKS. AD2772' AD2772'A 103-FOOT SIGNAL USED AT THIS STATION CLEARED ALL LINES. AD2772 AD2772 STATION RECOVERY (1953) AD2772 AD2772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (DAJ) AD2772'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD AD2772'CONDITION. THE REFERENCE MARKS WERE ALSO RECOVERED BUT THE AD2772'AZIMUTH MARK HAS BEEN DESTROYED. A NEW AZIMUTH MARK WAS AD2772'ESTABLISHED WHICH IS 51 FEET WEST OF THE CENTERLINE OF U.S. AD2772'HIGHWAY 441, 45 FEET NORTH OF THE APPROXIMATE CENTERLINE OF AD2772'DRIVEWAY AND 1.5 FEET SOUTH OF WITNESS POST. THE MARK PROJECTS AD2772'ABOUT 4 INCHES AND THE DISK IS STAMPED CONVICT 1934 RESET AD2772'1953. A DIFFERENCE WAS FOUND IN THE DISTANCE TO AD2772'THE REFERENCE MARKS AND IN THE DIRECTION TO REFERENCE MARK NO. AD2772'2. A CORNER OF THE MARK HAS BEEN CHIPPED OFF AND IT IS AD2772'POSSIBLE THE MARK MAY HAVE MOVED. TWO SEPARATE OBSERVATIONS WERE AD2772'MADE AND THE RESULTS MEANED. ORIGINAL DESCRIPTION IS ADEQUATE AD2772'EXCEPT THERE IS NO VISIBLE TRACE OF THE CONVICT CAMP BUILDINGS AD2772'MENTIONED IN ORIGINAL DESCRIPTION AND THE ROAD IS NOW AD2772'U.S. HIGHWAY 441. A NEW TO REACH FOLLOWS. TO REACH FROM THE AD2772'POST OFFICE IN LOXAHATCHEE GO EAST ON U.S. HIGHWAY 441 AND STATE AD2772'80 FOR 4.6 MILES TO THE JUNCTION OF THE TWO HIGHWAYS. TURN RIGHT AD2772'ACROSS BRIDGE AND GO SOUTH ON U.S. HIGHWAY 441 FOR 8.8 MILES TO THE AD2772'AZIMUTH MARK ON RIGHT OR WEST SIDE OF HIGHWAY AS DESCRIBED. AD2772'CONTINUE SOUTH FOR 0.3 MILE TO BRIDGE OVER CANAL ON LEFT AND AD2772'STATION ON LEFT, SOUTH OF DRIVEWAY AND EAST OF THE CANAL AS AD2772'DESCRIBED. AD2772' AD2772'1953 OBSERVATIONS TAKEN FROM A 103 FOOT STEEL TOWER. AD2772 AD2772 STATION RECOVERY (1962) AD2772 AD2772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM) AD2772'STATION WAS RECOVERED AS DESCRIBED BY D.A.J. IN 1953 AND ALL AD2772'MARKS FOUND IN GOOD CONDITION. A CHECK WAS MADE OF THE DISTANCE AD2772'AND DIRECTION TO THE MARKS AND FOUND TO BE CORRECT. AD2772' AD2772'A COMPLETE NEW DESCRIPTION FOLLOWS-- AD2772' AD2772'STATION IS LOCATED ALONG THE EAST SIDE OF A CANAL WHICH PARALLELS AD2772'U.S. HIGHWAY NO. 441, ABOUT 10 MILES SOUTHWEST OF LAKE WORTH AND AD2772'ABOUT 10 MILES NORTHWEST OF DELRAY BEACH. STATION, A STANDARD AD2772'DISK SET IN A ROUND CONCRETE MONUMENT AND STAMPED CONVICT 1934 AD2772'IS 13 FEET EAST OF THE EAST EDGE OF CANAL, 66-1/2 FEET SOUTHEAST AD2772'OF A GATE POST, 21 FEET SOUTHWEST OF AN AUSTRALIAN PINE TREE AD2772'AND 1.2 FEET NORTHEAST OF A STEEL WITNESS POST WITH METAL SIGN. AD2772'THE MARK IS FLUSH WITH THE GROUND. AD2772' AD2772'REFERENCE MARK NO. 1, A STANDARD DISK SET IN AN IRREGULAR MASS OF AD2772'CONCRETE AND STAMPED CONVICT NO 1 1934 IS 29 FEET SOUTH OF THE AD2772'SOUTH EDGE OF THE CANAL AND 36 FEET EAST OF EAST EDGE OF AD2772'CANAL. THE MARK IS FLUSH WITH THE GROUND. AD2772' AD2772'REFERENCE MARK NO. 2, A STANDARD DISK SET IN AN IRREGULAR MASS OF AD2772'CONCRETE AND STAMPED CONVICT NO 2 1934 IS 33 FEET WEST OF A PALM AD2772'TREE AND 72 FEET EAST OF THE EAST EDGE OF CANAL. THE MARK PROJECTS AD2772'3 INCHES. AD2772' AD2772'CONVICT RM A, A STANDARD DISK SET IN A 12X12 INCH CONCRETE MONUMENT AD2772'AND STAMPED CONVICT RM A 1961 IS 93 FEET SOUTH OF FENCELINE, 95 AD2772'FEET EAST OF THE EAST EDGE OF CANAL, 34 FEET SOUTHEAST OF AN AD2772'AUSTRALIAN PINE TREE AND 2.7 FEET NORTHEAST OF A STEEL WITNESS AD2772'POST WITH METAL SIGN. THE MARK PROJECTS 5 INCHES. AD2772' AD2772'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 441 AND STATE AD2772'HIGHWAY NO. 804 WHICH IS ABOUT 8.0 MILES WEST OF BOYNTON BEACH, GO AD2772'NORTH ON U.S. HIGHWAY NO. 441 FOR 1.45 MILES TO SMALL WOOD BRIDGE AD2772'ACROSS CANAL ON RIGHT (EAST) SIDE OF HIGHWAY AND STATION AS AD2772'DESCRIBED. CONTINUE NORTH ON U.S. HIGHWAY NO. 441 FOR 0.3 MILE AD2772'TO AZIMUTH MARK ON LEFT (WEST) SIDE OF HIGHWAY AS DESCRIBED. AD2772' AD2772'1962 OBSERVATIONS TAKEN FROM A 103 FOOT TOWER. AD2772 AD2772 STATION RECOVERY (1963) AD2772 AD2772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LSB) AD2772'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION AD2772'AND AS DESCRIBED IN THE RECOVERY NOTE OF 1962. REFERENCE MARK AD2772'3 WAS ESTABLISHED AT THIS TIME FOR THE LOCATION OF A BC 4 CAMERA AD2772'PEDESTAL. A COMPLETE DESCRIPTION FOLLOWS-- AD2772' AD2772'STATION IS LOCATED ALONG THE EAST SIDE OF A CANAL WHICH PARALLELS AD2772'U.S. HIGHWAY 441 AND IS ABOUT 10 MILES SOUTHWEST OF LAKE WORTH, 10 AD2772'MILES NORTHWEST OF DELRAY BEACH AND 8 MILES WEST OF BOYNTON AD2772'BEACH. IT IS 13 FEET EAST OF THE EAST EDGE OF THE CANAL, 66 FEET AD2772'SOUTHEAST OF A GATE POST, 21 FEET SOUTHWEST OF AN AUSTRALIAN PINE AD2772'TREE AND 2 FEET NORTHEAST OF A WITNESS POST WITH SIGN. THE AD2772'MONUMENT IS FLUSH WITH THE SURFACE AND THE DISK IS STAMPED AD2772'CONVICT 1934. AD2772' AD2772'REFERENCE MARK 1 IS 29 FEET SOUTH OF THE SOUTH EDGE OF THE CANAL AD2772'AND 36 FEET EAST OF THE CANAL. THE MONUMENT IS FLUSH WITH THE AD2772'SURFACE AND THE DISK IS STAMPED CONVICT NO 1 1934. AD2772' AD2772'REFERENCE MARK 2 IS 33 FEET WEST OF A PALM TREE AND 72 FEET EAST AD2772'OF THE CANAL. THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS AD2772'STAMPED CONVICT NO 2 1934. AD2772' AD2772'REFERENCE MARK 3 IS 8 FEET WEST OF THE WEST EDGE OF THE CANAL AND AD2772'125 FEET NORTH OF A WOODEN BRIDGE CROSSING THE CANAL. THE DISK IS AD2772'STAMPED CONVICT NO 3 1934. IT IS CONTEMPLATED THAT AD2772'A BC 4 CAMERA PEDESTAL WILL SET DIRECTLY OVER THIS MARK. AD2772' AD2772'CONVICT RM A IS 95 FEET EAST OF THE EAST EDGE OF THE CANAL, 93 AD2772'FEET SOUTH OF A FENCELINE, 34 FEET SOUTHEAST OF AN AUSTRALIAN PINE AD2772'TREE AND 3 FEET NORTHEAST OF A STEEL WITNESS POST WITH SIGN. IT IS AD2772'A STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF A 12 X 12 AD2772'INCH CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE SURFACE AD2772'AND THE DISK IS STAMPED CONVICT RM A 1961. IT IS NOT KNOWN IF AD2772'AN UNDERGROUND MARK WAS ESTABLISHED. AD2772' AD2772'THE AZIMUTH MARK IS 51 FEET WEST OF THE CENTERLINE OF HIGHWAY 441, AD2772'45 FEET NORTH OF THE CENTERLINE OF A DRIVEWAY AND 15 FEET SOUTH AD2772'OF A WITNESS POST. THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS AD2772'STAMPED CONVICT 1934 RESET 1953. AD2772' AD2772'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE HIGHWAY AD2772'804 WHICH IS ABOUT 8 MILES WEST OF BOYNTON BEACH, GO NORTH ON AD2772'HIGHWAY 441 FOR 1.45 MILES TO A SMALL WOODEN BRIDGE CROSSING THE AD2772'CANAL ON THE RIGHT (EAST) SIDE OF HIGHWAY AND THE STATION. AD2772'CONTINUE NORTH ON HIGHWAY 441 FOR 0.3 MILE TO THE AZIMUTH MARK ON AD2772'THE LEFT, WEST, SIDE OF HIGHWAY. AD2772' AD2772'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AD2772 AD2772 STATION RECOVERY (1963) AD2772 AD2772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 AD2772'9.4 MI W FROM BOYNTON BEACH. AD2772'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AD2772'AND STATE HIGHWAY 804, WHICH IS ABOUT 8.0 MILES WEST OF BOYNTON AD2772'BEACH, GO NORTH ON U.S. HIGHWAY 441 FOR 1.45 MILES TO A SMALL AD2772'WOOD BRIDGE ACROSS A CANAL AND THE STATION ON THE RIGHT. THE AD2772'DISK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT AD2772'FLUSH WITH THE SURFACE OF THE GROUND. IT IS 66.0 FEET SOUTHEAST AD2772'OF A GATE POST, 21.0 FEET SOUTHWEST OF AN AUSTRALIAN PINE TREE, AD2772'13.0 FEET EAST OF THE EAST EDGE OF A CANAL AND 2.0 FEET NORTHEAST AD2772'OF A STEEL POST AND SIGN. AD2772 AD2772 STATION RECOVERY (1970) AD2772 AD2772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CLH) AD2772'THE STATION, AZIMUTH AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AD2772'IN GOOD CONDITION. THE DIRECTION BETWEEN THE AZIMUTH AND AD2772'REFERENCE MARKS 1 AND 2 CHECKED. THE DISTANCE TO REFERENCE MARK 1 AD2772'CHECKED. REFERENCE MARK 2 APPEARS TO HAVE BEEN HIT AND IS LEANING AD2772'SLIGHTLY TO THE SOUTHEAST BUT IS STILL SOLIDLY IN PLACE. A AD2772'LONGER MEASUREMENT OF .043 METERS WAS MADE TO REFERENCE MARK 2. AD2772'A SECOND MEASUREMENT WAS MADE WITH THE RESULTS BEING THE AD2772'SAME. AD2772' AD2772'DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS. AD2772' AD2772'STATION IS ABOUT 10-3/4 MILES SOUTHWEST OF LAKE WORTH, 10-1/2 MILES AD2772'NORTHWEST OF DELRAY BEACH, 2 MILES WEST OF THE SUNSHINE STATE AD2772'PARKWAY, ON THE EAST SIDE OF U.S. HIGHWAY 441 AND ON PROPERTY AD2772'LEASED BY MR. MANUEL ZEPEDA WHO HAS A GULF SERVICE STATION AD2772'ABOUT 2 MILES SOUTH OF THE STATION ON U.S. HIGHWAY 441. AD2772'441. AD2772' AD2772'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 98 AND AD2772'441 ABOUT 9-1/2 MILES SOUTH-SOUTHWEST OF DOWNTOWN WEST PALM AD2772'BEACH, GO SOUTH ON HIGHWAY 441 FOR 4.45 MILES TO THE JUNCTION OF AD2772'ROUTE S-802. CONTINUE SOUTH ON HIGHWAY 441 FOR 1.80 MILES TO THE AD2772'JUNCTION OF LANTANA ROAD. CONTINUE SOUTH ON HIGHWAY 441 FOR 2.65 AD2772'MILES TO THE AZIMUTH MARK ON THE RIGHT JUST BEFORE REACHING A AD2772'SAND ROAD RIGHT AND A SMALL CANAL. CONTINUE SOUTH ON HIGHWAY AD2772'441 FOR 0.3 MILE TO A SAND ROAD LEFT AND A WOODEN BRIDGE OVER AD2772'A NORTH-SOUTH CANAL AND STATION ACROSS CANAL AS DESCRIBED. AD2772' AD2772'ALL MARKS ARE STANDARD DISKS. AD2772' AD2772'STATION MARK, STAMPED CONVICT 1934 IS SET IN A ROUND CONCRETE AD2772'POST WHICH IS SET 2 INCHES BELOW THE GROUND SURFACE. IT IS 97 AD2772'FEET EAST OF CENTER OF U.S. HIGHWAY 441, 64 FEET SOUTH OF CENTER AD2772'OF THE SAND ROAD, 57.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE AD2772'WOODEN BRIDGE, 15.5 FEET EAST OF THE EAST EDGE OF THE NORTH-SOUTH AD2772'CANAL AND 1.3 FEET NORTHEAST OF A METAL WITNESS POST. AD2772' AD2772'REFERENCE MARK 1, STAMPED CONVICT NO 1 1934 IS SET IN AN IRREGULAR AD2772'MASS OF CONCRETE WHICH IS ABOUT 8 INCHES BELOW THE GROUND AD2772'SURFACE. IT IS 86 FEET NORTH OF CENTER OF THE SAND ROAD, 46 FEET AD2772'NORTHWEST OF AN 8-INCH PINE TREE, 37 FEET EAST OF THE EAST EDGE AD2772'OF THE NORTH-SOUTH CANAL, 29 FEET SOUTH OF THE SOUTH EDGE OF AN AD2772'EAST-WEST CANAL AND 0.8 FEET NORTHWEST OF A RED PAINTED 1-1/2 AD2772'INCH IRON PIPE USED AS A WITNESS POST. AD2772' AD2772'REFERENCE MARK 2, STAMPED CONVICT NO 2 1934 IS SET IN A SQUARE AD2772'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT AD2772'IS 70 FEET EAST OF THE EAST EDGE OF THE NORTH-SOUTH CANAL, 35 AD2772'FEET WEST OF A 6-INCH OAK TREE, 33.5 FEET WEST OF A CABBAGE PALM AD2772'TREE AND 0.7 FEET WEST OF A 2-INCH IRON PIPE USED AS A WITNESS AD2772'POST. AD2772' AD2772'AZIMUTH MARK, STAMPED CONVICT 1934 RESET 1953 IS SET IN A SQUARE AD2772'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT AD2772'IS 100 FEET SOUTH OF A POWER POLE NUMBERED 47, 75 FEET NORTH OF AD2772'APPROXIMATE CENTER OF AN EAST-WEST CANAL, 51 FEET WEST OF CENTER AD2772'OF HIGHWAY 441 AND 7.5 FEET EAST OF A NORTH-SOUTH FENCE LINE. AD2772' AD2772'HEIGHT OF LIGHT ABOVE STATION MARK 113 FEET. AD2772' AD2772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AD2772'9 MILES WEST OF BOYNTON BEACH. AD2772 AD2772 STATION RECOVERY (1984) AD2772 AD2772'RECOVERY NOTE BY US POWER SQUADRON 1984 AD2772'RECOVERED IN GOOD CONDITION. AD2772 AD2772 STATION RECOVERY (1995) AD2772 AD2772'RECOVERY NOTE BY US POWER SQUADRON 1995 AD2772'MARK NOT FOUND. AD2772 AD2772 STATION RECOVERY (2003) AD2772 AD2772'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2772'14 INCHES BELOW GRADE AND SLIGHTLY TILTED 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD2773 *********************************************************************** AD2773 DESIGNATION - CONVICT RM 1 AD2773 PID - AD2773 AD2773 STATE/COUNTY- FL/PALM BEACH AD2773 USGS QUAD - GREENACRES CITY (1983) AD2773 AD2773 *CURRENT SURVEY CONTROL AD2773 ___________________________________________________________________ AD2773* NAD 83(1990)- 26 32 59.13875(N) 080 12 18.36078(W) ADJUSTED AD2773* NAVD 88 - 5.119 (meters) 16.79 (feet) ADJUSTED AD2773 ___________________________________________________________________ AD2773 LAPLACE CORR- -2.69 (seconds) DEFLEC99 AD2773 GEOID HEIGHT- -25.68 (meters) GEOID99 AD2773 DYNAMIC HT - 5.111 (meters) 16.77 (feet) COMP AD2773 MODELED GRAV- 979,105.0 (mgal) NAVD 88 AD2773 AD2773 HORZ ORDER - FIRST AD2773 VERT ORDER - SECOND CLASS 0 AD2773 AD2773.The horizontal coordinates were established by classical geodetic methods AD2773.and adjusted by the National Geodetic Survey in May 1991. AD2773 AD2773.The orthometric height was determined by differential leveling AD2773.and adjusted by the National Geodetic Survey in June 1991. AD2773 AD2773.The Laplace correction was computed from DEFLEC99 derived deflections. AD2773 AD2773.The geoid height was determined by GEOID99. AD2773 AD2773.The dynamic height is computed by dividing the NAVD 88 AD2773.geopotential number by the normal gravity value computed on the AD2773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2773.degrees latitude (g = 980.6199 gals.). AD2773 AD2773.The modeled gravity was interpolated from observed gravity values. AD2773 AD2773; North East Units Scale Converg. AD2773;SPC FL E - 245,766.078 279,206.351 MT 1.00001860 +0 21 19.1 AD2773;UTM 17 - 2,936,814.205 579,179.327 MT 0.99967740 +0 21 19.1 AD2773 AD2773 SUPERSEDED SURVEY CONTROL AD2773 AD2773 NAD 83(1986)- 26 32 59.14293(N) 080 12 18.36836(W) AD( ) 1 AD2773 NAD 27 - 26 32 57.82369(N) 080 12 19.25958(W) AD( ) 1 AD2773 NGVD 29 (??/??/92) 5.574 (m) 18.29 (f) ADJ UNCH 2 0 AD2773 AD2773.Superseded values are not recommended for survey control. AD2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2773.See file dsdata.txt to determine how the superseded data were derived. AD2773 AD2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7917936814(NAD 83) AD2773_MARKER: DR = REFERENCE MARK DISK AD2773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2773_STAMPING: CONVICT NO 1 1934 AD2773_MARK LOGO: CGS AD2773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2773+STABILITY: SURFACE MOTION AD2773 AD2773 HISTORY - Date Condition Report By AD2773 HISTORY - 1934 MONUMENTED CGS AD2773 HISTORY - 1962 GOOD CGS AD2773 HISTORY - 1963 GOOD CGS AD2773 HISTORY - 19950605 MARK NOT FOUND USPSQD AD2773 HISTORY - 20031021 MARK NOT FOUND USPSQD AD2773 AD2773 STATION DESCRIPTION AD2773 AD2773'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB) AD2773'SEE STATION CONVICT. AD2773 AD2773 STATION RECOVERY (1962) AD2773 AD2773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (SCM) AD2773'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF LAKE WORTH AND AD2773'ABOUT 10 MILES NORTHWEST OF DELRAY BEACH. AD2773' AD2773'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 441 AND STATE AD2773'HIGHWAY NO. 804 WHICH IS ABOUT 8.0 MILES WEST OF BOYNTON BEACH, GO AD2773'NORTH ON U.S. HIGHWAY NO. 441 FOR 1.45 MILES TO SMALL WOOD BRIDGE AD2773'ACROSS CANAL ON RIGHT (EAST) SIDE OF HIGHWAY AND STATION AS AD2773'DESCRIBED. AD2773' AD2773'STATION MARK, A STANDARD DISK SET IN AN IRREGULAR MASS OF AD2773'CONCRETE AND STAMPED CONVICT NO 1 1934 IS 29 FEET SOUTH OF THE AD2773'SOUTH EDGE OF THE CANAL AND 36 FEET EAST OF EAST EDGE OF AD2773'CANAL. THE MARK IS FLUSH WITH THE GROUND. AD2773 AD2773 STATION RECOVERY (1963) AD2773 AD2773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 AD2773'9.4 MI W FROM BOYNTON BEACH. AD2773'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 441 AND AD2773'STATE HIGHWAY 804, WHICH IS ABOUT 8.0 MILES WEST OF BOYNTON AD2773'BEACH, GO NORTH ON U.S. HIGHWAY 441 FOR 1.45 MILES TO A SMALL AD2773'WOOD BRIDGE ACROSS A CANAL ON THE RIGHT AND THE MARK. THE DISK AD2773'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH AD2773'WITH THE SURFACE OF THE GROUND. IT IS 36.0 FEET EAST OF THE AD2773'EAST EDGE OF THE CANAL AND 29.0 FEET SOUTH OF THE SOUTH EDGE AD2773'OF THE CANAL, 152.8 FEET NORTH OF THE STATION MARK. AD2773 AD2773 STATION RECOVERY (1995) AD2773 AD2773'RECOVERY NOTE BY US POWER SQUADRON 1995 AD2773'MARK NOT FOUND. AD2773 AD2773 STATION RECOVERY (2003) AD2773 AD2773'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2773'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD2770 *********************************************************************** AD2770 DESIGNATION - CONVICT RM 2 AD2770 PID - AD2770 AD2770 STATE/COUNTY- FL/PALM BEACH AD2770 USGS QUAD - GREENACRES CITY (1983) AD2770 AD2770 *CURRENT SURVEY CONTROL AD2770 ___________________________________________________________________ AD2770* NAD 83(1986)- 26 32 56. (N) 080 12 17. (W) SCALED AD2770* NAVD 88 - 4.986 (meters) 16.36 (feet) ADJUSTED AD2770 ___________________________________________________________________ AD2770 GEOID HEIGHT- -25.68 (meters) GEOID99 AD2770 DYNAMIC HT - 4.978 (meters) 16.33 (feet) COMP AD2770 MODELED GRAV- 979,104.9 (mgal) NAVD 88 AD2770 AD2770 VERT ORDER - SECOND CLASS 0 AD2770 AD2770.The horizontal coordinates were scaled from a topographic map and have AD2770.an estimated accuracy of +/- 6 seconds. AD2770 AD2770.The orthometric height was determined by differential leveling AD2770.and adjusted by the National Geodetic Survey in June 1991. AD2770 AD2770.The geoid height was determined by GEOID99. AD2770 AD2770.The dynamic height is computed by dividing the NAVD 88 AD2770.geopotential number by the normal gravity value computed on the AD2770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2770.degrees latitude (g = 980.6199 gals.). AD2770 AD2770.The modeled gravity was interpolated from observed gravity values. AD2770 AD2770; North East Units Estimated Accuracy AD2770;SPC FL E - 245,670. 279,250. MT (+/- 180 meters Scaled) AD2770 AD2770 SUPERSEDED SURVEY CONTROL AD2770 AD2770 NGVD 29 (??/??/92) 5.440 (m) 17.85 (f) ADJ UNCH 2 0 AD2770 AD2770.Superseded values are not recommended for survey control. AD2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2770.See file dsdata.txt to determine how the superseded data were derived. AD2770 AD2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK792367(NAD 83) AD2770_MARKER: DR = REFERENCE MARK DISK AD2770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2770_STAMPING: CONVICT NO 2 1934 AD2770_MARK LOGO: CGS AD2770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2770+STABILITY: SURFACE MOTION AD2770 AD2770 HISTORY - Date Condition Report By AD2770 HISTORY - 1934 MONUMENTED CGS AD2770 HISTORY - 1963 GOOD CGS AD2770 HISTORY - 1984 MARK NOT FOUND USPSQD AD2770 HISTORY - 19950605 MARK NOT FOUND USPSQD AD2770 HISTORY - 20031021 MARK NOT FOUND USPSQD AD2770 AD2770 STATION DESCRIPTION AD2770 AD2770'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB) AD2770'SEE STATION CONVICT. AD2770 AD2770 STATION RECOVERY (1963) AD2770 AD2770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 AD2770'9.4 MI W FROM BOYNTON BEACH. AD2770'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 441 AND AD2770'STATE HIGHWAY 804, WHICH IS ABOUT 8.0 MILES WEST OF BOYNTON AD2770'BEACH, GO NORTH ON U.S. HIGHWAY 441 FOR 1.45 MILES TO A SMALL AD2770'WOOD BRIDGE ACROSS A CANAL AND THE MARK ON THE RIGHT. THE AD2770'DISK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT AD2770'PROJECTING ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND. AD2770'IT IS 132.1 FEET SOUTHEAST OF THE TRIANGULATION STATION DISK, AD2770'72.0 FEET EAST OF THE EAST EDGE OF THE CANAL AND 33.0 FEET AD2770'WEST OF A PALM TREE. AD2770 AD2770 STATION RECOVERY (1984) AD2770 AD2770'RECOVERY NOTE BY US POWER SQUADRON 1984 AD2770'MARK NOT FOUND. AD2770 AD2770 STATION RECOVERY (1995) AD2770 AD2770'RECOVERY NOTE BY US POWER SQUADRON 1995 AD2770'MARK NOT FOUND. AD2770 AD2770 STATION RECOVERY (2003) AD2770 AD2770'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2770'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD2774 *********************************************************************** AD2774 DESIGNATION - CONVICT RM 3 AD2774 PID - AD2774 AD2774 STATE/COUNTY- FL/PALM BEACH AD2774 USGS QUAD - GREENACRES CITY (1983) AD2774 AD2774 *CURRENT SURVEY CONTROL AD2774 ___________________________________________________________________ AD2774* NAD 83(1986)- 26 33 00. (N) 080 12 18. (W) SCALED AD2774* NAVD 88 - 5.302 (meters) 17.39 (feet) ADJUSTED AD2774 ___________________________________________________________________ AD2774 GEOID HEIGHT- -25.68 (meters) GEOID99 AD2774 DYNAMIC HT - 5.294 (meters) 17.37 (feet) COMP AD2774 MODELED GRAV- 979,105.1 (mgal) NAVD 88 AD2774 AD2774 VERT ORDER - SECOND CLASS 0 AD2774 AD2774.The horizontal coordinates were scaled from a topographic map and have AD2774.an estimated accuracy of +/- 6 seconds. AD2774 AD2774.The orthometric height was determined by differential leveling AD2774.and adjusted by the National Geodetic Survey in June 1991. AD2774 AD2774.The geoid height was determined by GEOID99. AD2774 AD2774.The dynamic height is computed by dividing the NAVD 88 AD2774.geopotential number by the normal gravity value computed on the AD2774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2774.degrees latitude (g = 980.6199 gals.). AD2774 AD2774.The modeled gravity was interpolated from observed gravity values. AD2774 AD2774; North East Units Estimated Accuracy AD2774;SPC FL E - 245,790. 279,220. MT (+/- 180 meters Scaled) AD2774 AD2774 SUPERSEDED SURVEY CONTROL AD2774 AD2774 NGVD 29 (??/??/92) 5.757 (m) 18.89 (f) ADJ UNCH 2 0 AD2774 AD2774.Superseded values are not recommended for survey control. AD2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2774.See file dsdata.txt to determine how the superseded data were derived. AD2774 AD2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK791368(NAD 83) AD2774_MARKER: DR = REFERENCE MARK DISK AD2774_SETTING: 35 = CONCRETE PAD AD2774_STAMPING: CONVICT NO 3 1934 AD2774_MARK LOGO: CGS AD2774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2774+STABILITY: SURFACE MOTION AD2774 AD2774 HISTORY - Date Condition Report By AD2774 HISTORY - 1934 MONUMENTED CGS AD2774 HISTORY - 1963 GOOD CGS AD2774 HISTORY - 1983 GOOD LOCSUR AD2774 HISTORY - 19950605 MARK NOT FOUND USPSQD AD2774 HISTORY - 20031021 MARK NOT FOUND USPSQD AD2774 AD2774 STATION DESCRIPTION AD2774 AD2774'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB) AD2774'SEE STATION CONVICT. AD2774 AD2774 STATION RECOVERY (1963) AD2774 AD2774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 AD2774'9.4 MI W FROM BOYNTON BEACH. AD2774'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 441 AND AD2774'STATE HIGHWAY 804, WHICH IS ABOUT 8.0 MILES WEST OF BOYNTON BEACH, AD2774'GO NORTH ON U.S. HIGHWAY 441 FOR 1.45 MILES TO A SMALL WOODEN AD2774'BRIDGE CROSSING A CANAL AND THE MARK ON THE RIGHT. THE DISK AD2774'IS SET IN TOP OF A CONCRETE PAD. BALLISTIC CAMERA PAD, FLUSH AD2774'WITH THE SURFACE OF THE PAD. IT IS 209.8 FEET NORTH-NORTHWEST AD2774'OF TRIANGULATION STATION CONVICT 1934, 125.0 FEET NORTH OF AD2774'A WOODEN BRIDGE CROSSING THE CANAL AND 8.0 FEET WEST OF THE AD2774'WEST EDGE OF THE CANAL. AD2774 AD2774 STATION RECOVERY (1983) AD2774 AD2774'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983 AD2774'RECOVERED IN GOOD CONDITION. AD2774 AD2774 STATION RECOVERY (1995) AD2774 AD2774'RECOVERY NOTE BY US POWER SQUADRON 1995 AD2774'MARK NOT FOUND. AD2774 AD2774 STATION RECOVERY (2003) AD2774 AD2774'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2774'STAMPING THE SAME AS AD6716 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD2771 *********************************************************************** AD2771 DESIGNATION - CONVICT RM A AD2771 PID - AD2771 AD2771 STATE/COUNTY- FL/PALM BEACH AD2771 USGS QUAD - GREENACRES CITY (1983) AD2771 AD2771 *CURRENT SURVEY CONTROL AD2771 ___________________________________________________________________ AD2771* NAD 83(1990)- 26 32 57.38486(N) 080 12 17.69148(W) ADJUSTED AD2771* NAVD 88 - 5.074 (meters) 16.65 (feet) ADJUSTED AD2771 ___________________________________________________________________ AD2771 LAPLACE CORR- -2.69 (seconds) DEFLEC99 AD2771 GEOID HEIGHT- -25.68 (meters) GEOID99 AD2771 DYNAMIC HT - 5.066 (meters) 16.62 (feet) COMP AD2771 MODELED GRAV- 979,105.0 (mgal) NAVD 88 AD2771 AD2771 HORZ ORDER - FIRST AD2771 VERT ORDER - SECOND CLASS 0 AD2771 AD2771.The horizontal coordinates were established by classical geodetic methods AD2771.and adjusted by the National Geodetic Survey in May 1991. AD2771 AD2771.The orthometric height was determined by differential leveling AD2771.and adjusted by the National Geodetic Survey in June 1991. AD2771 AD2771.The Laplace correction was computed from DEFLEC99 derived deflections. AD2771 AD2771.The geoid height was determined by GEOID99. AD2771 AD2771.The dynamic height is computed by dividing the NAVD 88 AD2771.geopotential number by the normal gravity value computed on the AD2771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2771.degrees latitude (g = 980.6199 gals.). AD2771 AD2771.The modeled gravity was interpolated from observed gravity values. AD2771 AD2771; North East Units Scale Converg. AD2771;SPC FL E - 245,712.214 279,225.212 MT 1.00001864 +0 21 19.4 AD2771;UTM 17 - 2,936,760.360 579,198.181 MT 0.99967744 +0 21 19.4 AD2771 AD2771: Primary Azimuth Mark Grid Az AD2771:SPC FL E - FERGAN 001 05 46.2 AD2771:UTM 17 - FERGAN 001 05 46.2 AD2771 AD2771|---------------------------------------------------------------------| AD2771| PID Reference Object Distance Geod. Az | AD2771| dddmmss.s | AD2771| AD2788 FERGAN APPROX.14.5 KM 0012705.6 | AD2771| AD2772 CONVICT 25.466 METERS 28746 | AD2771|---------------------------------------------------------------------| AD2771 AD2771 SUPERSEDED SURVEY CONTROL AD2771 AD2771 NAD 83(1986)- 26 32 57.38903(N) 080 12 17.69908(W) AD( ) 1 AD2771 NAD 27 - 26 32 56.13436(N) 080 12 18.53383(W) AD( ) 1 AD2771 NGVD 29 (??/??/92) 5.529 (m) 18.14 (f) ADJ UNCH 2 0 AD2771 AD2771.Superseded values are not recommended for survey control. AD2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2771.See file dsdata.txt to determine how the superseded data were derived. AD2771 AD2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7919836760(NAD 83) AD2771_MARKER: DS = TRIANGULATION STATION DISK AD2771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2771_STAMPING: CONVICT RM A 1961 AD2771_MARK LOGO: CGS AD2771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2771+STABILITY: SURFACE MOTION AD2771 AD2771 HISTORY - Date Condition Report By AD2771 HISTORY - 1961 MONUMENTED CGS AD2771 HISTORY - 1962 GOOD CGS AD2771 HISTORY - 1963 GOOD CGS AD2771 HISTORY - 1970 GOOD NGS AD2771 HISTORY - 1983 GOOD LOCSUR AD2771 HISTORY - 19950103 SEE DESCRIPTION USPSQD AD2771 HISTORY - 19950605 MARK NOT FOUND USPSQD AD2771 HISTORY - 20031021 MARK NOT FOUND USPSQD AD2771 AD2771 STATION DESCRIPTION AD2771 AD2771'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (SCM) AD2771'STATION IS LOCATED ON THE SAME PROPERTY AND AT THE SAME LOCATION AS AD2771'TRIANGULATION STATION CONVICT 1934. AD2771' AD2771'STATION IS MARKED BY A STANDARD TRIANGULATION STATION MARK DISK, AD2771'STAMPED CONVICT RM A 1962, SET IN THE TOP OF A SQUARE CONCRETE AD2771'MONUMENT PROJECTING ABOUT 5 INCHES. IT IS ABOUT 93 FEET SOUTH OF A AD2771'EAST-WEST FENCELINE, 2.7 FEET NORTHEAST OF A METAL WITNESS POST, AD2771'95 FEET EAST OF THE EAST EDGE OF A CANAL AND 34 FEET SOUTHEAST OF AD2771'A 7-INCH AUSTRALIAN PINE TREE. AD2771' AD2771'A TRAVERSE WAS MADE TO STATION CONVICT 1934, DISTANCE BEING AD2771'25.466 METERS OR 83.55 FEET. AD2771' AD2771'OBSERVATIONS WERE MADE FROM THIS STATION. AD2771 AD2771 STATION RECOVERY (1963) AD2771 AD2771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 AD2771'9.4 MI W FROM BOYNTON BEACH. AD2771'THE MARK IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 441 AND AD2771'STATE HIGHWAY 804, WHICH IS ABOUT 8.0 MILES WEST OF BOYNTON AD2771'BEACH, GO NORTH ON U.S. HIGHWAY 441 FOR 1.45 MILES TO A SMALL AD2771'WOODEN BRIDGE CROSSING A CANAL AND THE MARK ON THE RIGHT. THE AD2771'DISK IS SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING AD2771'ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS 95.0 AD2771'FEET EAST OF THE EAST EDGE OF THE CANAL, 93.0 FEET SOUTH OF A AD2771'FENCELINE, 83.6 FEET EAST-SOUTHEAST OF TRIANGULATION STATION AD2771'CONVICT, 34.0 FEET SOUTHEAST OF AN AUSTRALIAN PINE TREE AND AD2771'3.0 FEET NORTHEAST OF A STEEL WITNESS POST WITH MARKER. AD2771 AD2771 STATION RECOVERY (1970) AD2771 AD2771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CLH) AD2771'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION. THE AD2771'1962 DESCRIPTION WAS FOUND TO BE IN ERROR ON THE STAMPING OF THE AD2771'MARK. A TRAVERSE MEASUREMENT WAS MADE TO STATION CONVICT 1934 AND AD2771'THE DISTANCE CHECKED THE 1962 MEASUREMENT. THE DISTANCE BEING AD2771'25.465 METERS OR (83.54) FEET. AD2771' AD2771'THE STATION IS LOCATED ON THE SAME PROPERTY AND AT THE SAME AD2771'LOCATION AS TRIANGULATION STATION CONVICT 1934. AD2771' AD2771'STATION MARK, IS A STANDARD DISK STAMPED CONVICT RM A 1934 SET IN A AD2771'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES. IT IS 126 FEET AD2771'SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN BRIDGE, 98 FEET SOUTH AD2771'OF CENTER OF A SAND ROAD, 93.5 FEET EAST OF THE EAST EDGE OF A AD2771'NORTH-SOUTH CANAL AND 3.3 FEET NORTHEAST OF A METAL WITNESS AD2771'POST. AD2771' AD2771'NO OBSERVATION WAS MADE AT THIS TIME. AD2771' AD2771'NOTE--THE 1962 DESCRIPTION STATES THAT THE MARK IS STAMPED CONVICT AD2771'RM A 1962. AD2771 AD2771 STATION RECOVERY (1983) AD2771 AD2771'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983 AD2771'RECOVERED IN GOOD CONDITION. AD2771 AD2771 STATION RECOVERY (1995) AD2771 AD2771'RECOVERY NOTE BY US POWER SQUADRON 1995 AD2771'REPORTED DESTROYED. AD2771 AD2771 STATION RECOVERY (1995) AD2771 AD2771'RECOVERY NOTE BY US POWER SQUADRON 1995 AD2771'MARK NOT FOUND. AD2771 AD2771 STATION RECOVERY (2003) AD2771 AD2771'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2771'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD8380 *********************************************************************** AD8380 DESIGNATION - FAITH AD8380 PID - AD8380 AD8380 STATE/COUNTY- FL/PALM BEACH AD8380 USGS QUAD - GREENACRES CITY (1983) AD8380 AD8380 *CURRENT SURVEY CONTROL AD8380 ___________________________________________________________________ AD8380* NAD 83(1999)- 26 32 04.67449(N) 080 12 18.85759(W) ADJUSTED AD8380* NAVD 88 - 5.4 (meters) 18. (feet) VERTCON AD8380 ___________________________________________________________________ AD8380 X - 971,397.183 (meters) COMP AD8380 Y - -5,626,856.911 (meters) COMP AD8380 Z - 2,832,169.208 (meters) COMP AD8380 LAPLACE CORR- -2.71 (seconds) DEFLEC99 AD8380 ELLIP HEIGHT- -20.31 (meters) (07/06/01) GPS OBS AD8380 GEOID HEIGHT- -25.66 (meters) GEOID99 AD8380 AD8380 HORZ ORDER - FIRST AD8380 ELLP ORDER - FOURTH CLASS II AD8380 AD8380.The horizontal coordinates were established by GPS observations AD8380.and adjusted by the National Geodetic Survey in July 2001. AD8380 AD8380.The NAVD 88 height was computed by applying the VERTCON shift value to AD8380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8380 AD8380.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8380 AD8380.The Laplace correction was computed from DEFLEC99 derived deflections. AD8380 AD8380.The ellipsoidal height was determined by GPS observations AD8380.and is referenced to NAD 83. AD8380 AD8380.The geoid height was determined by GEOID99. AD8380 AD8380; North East Units Scale Converg. AD8380;SPC FL E - 244,089.760 279,202.991 MT 1.00001860 +0 21 18.2 AD8380;UTM 17 - 2,935,138.459 579,175.967 MT 0.99967739 +0 21 18.2 AD8380 AD8380 SUPERSEDED SURVEY CONTROL AD8380 AD8380 NAD 83(1990)- 26 32 04.67298(N) 080 12 18.85682(W) AD( ) 1 AD8380 ELLIP H (08/13/93) -20.31 (m) GP( ) 4 1 AD8380 NAD 83(1990)- 26 32 04.67298(N) 080 12 18.85682(W) AD( ) 1 AD8380 ELLIP H (03/31/93) -20.31 (m) GP( ) 4 1 AD8380 NGVD 29 (03/31/93) 5.8 (m) 19. (f) GPS OBS AD8380 AD8380.Superseded values are not recommended for survey control. AD8380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8380.See file dsdata.txt to determine how the superseded data were derived. AD8380 AD8380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7917635138(NAD 83) AD8380_MARKER: DD = SURVEY DISK AD8380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8380_STAMPING: FAITH AD8380_MARK LOGO: FL-099 AD8380_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8380+STABILITY: SURFACE MOTION AD8380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8380+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991 AD8380 AD8380 HISTORY - Date Condition Report By AD8380 HISTORY - UNK MONUMENTED FL-099 AD8380 HISTORY - 19910810 GOOD ADRGS AD8380 HISTORY - 20031021 MARK NOT FOUND USPSQD AD8380 AD8380 STATION DESCRIPTION AD8380 AD8380'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8380'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 (US ROUTE AD8380'441) AND BOYNTON BEACH BOULEVARD (STATE ROUTE 804), GO NORTH ON STATE AD8380'ROUTE 7 FOR 0.5 MI (0.80 KM) TO THE STATION ON THE RIGHT, BETWEEN THE AD8380'EAST EDGE OF PAVEMENT OF STATE ROUTE 7 AND THE EASTERLY GUARD RAILS, AD8380'188 FEET NORTH OF A WOODEN BRIDGE LEADING TO THE EAST. AD8380'THE STATION IS SOUTHWEST 11.86 FT (3.61 M) FROM A NAIL AND TIN TAB IN AD8380'THE TOP OF A GUARD RAIL POST, WEST 5.94 FEET FROM THREE VERTICAL AD8380'PUNCH HOLES IN THE FACE OF THE MIDDLE GUARD RAIL POST, AND NORTHWEST AD8380'15.40 FT (4.69 M) FROM THREE VERTICAL PUNCHES IN THE FACE OF THE AD8380'MIDDLE GUARD RAIL POST. AD8380 AD8380 STATION RECOVERY (2003) AD8380 AD8380'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8380'LICENSED SURVEYOR SHOWED UP WHILE SEARCHING FOR MARK. USED HIS AD8380'SATELLITE HOOKUP IN HIS TRUCK AND PINPOINTED EXACT LOCATION. DUG HOLE AD8380'AND USED METAL DETECTION EQUIPMENT AND HE CONSIDERED IT LOST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD2775 *********************************************************************** AD2775 DESIGNATION - H 97 RESET 1945 AD2775 PID - AD2775 AD2775 STATE/COUNTY- FL/PALM BEACH AD2775 USGS QUAD - GREENACRES CITY (1983) AD2775 AD2775 *CURRENT SURVEY CONTROL AD2775 ___________________________________________________________________ AD2775* NAD 83(1986)- 26 33 32. (N) 080 12 20. (W) SCALED AD2775* NAVD 88 - 4.89 (meters) 16.0 (feet) RESET AD2775 ___________________________________________________________________ AD2775 GEOID HEIGHT- -25.69 (meters) GEOID99 AD2775 AD2775 VERT ORDER - THIRD AD2775 AD2775.The horizontal coordinates were scaled from a topographic map and have AD2775.an estimated accuracy of +/- 6 seconds. AD2775 AD2775.The orthometric height was computed from unverified reset data. AD2775 AD2775.The geoid height was determined by GEOID99. AD2775 AD2775; North East Units Estimated Accuracy AD2775;SPC FL E - 246,780. 279,160. MT (+/- 180 meters Scaled) AD2775 AD2775 SUPERSEDED SURVEY CONTROL AD2775 AD2775 NGVD 29 (??/??/??) 5.33 (m) 17.5 (f) RESET 3 AD2775 AD2775.Superseded values are not recommended for survey control. AD2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2775.See file dsdata.txt to determine how the superseded data were derived. AD2775 AD2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK791378(NAD 83) AD2775_MARKER: DB = BENCH MARK DISK AD2775_SETTING: 30 = CULVERT AD2775_STAMPING: H 97 RESET 1945 AD2775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD2775 AD2775 HISTORY - Date Condition Report By AD2775 HISTORY - 1945 MONUMENTED FLHD AD2775 HISTORY - 1964 GOOD NGS AD2775 HISTORY - 1988 GOOD USPSQD AD2775 HISTORY - 20031021 MARK NOT FOUND USPSQD AD2775 AD2775 STATION DESCRIPTION AD2775 AD2775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 AD2775'13.3 MI SE FROM LOXAHATCHEE. AD2775'5.0 MILES EAST ALONG STATE HIGHWAY 80 FROM THE BRIDGE OVER AD2775'WEST PALM BEACH CANAL AT LOXAHATCHEE, PALM BEACH COUNTY, THENCE AD2775'8.3 MILES SOUTH ALONG STATE HIGHWAY 7, AT A CONCRETE-PIPE CULVERT, AD2775'IN THE SOUTH END OF THE WING WALL OF THE WEST HEAD WALL, AD2775'AND 43 FEET WEST OF THE CENTER LINE OF THE HIGHWAY. AD2775 AD2775 STATION RECOVERY (1988) AD2775 AD2775'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJS) AD2775'RECOVERED IN GOOD CONDITION. AD2775 AD2775 STATION RECOVERY (2003) AD2775 AD2775'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2775'ROAD WIDENED AND REALIGNED 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD2768 *********************************************************************** AD2768 DESIGNATION - J 97 RESET 1945 AD2768 PID - AD2768 AD2768 STATE/COUNTY- FL/PALM BEACH AD2768 USGS QUAD - GREENACRES CITY (1983) AD2768 AD2768 *CURRENT SURVEY CONTROL AD2768 ___________________________________________________________________ AD2768* NAD 83(1986)- 26 32 35. (N) 080 12 19. (W) SCALED AD2768* NAVD 88 - 4.882 (meters) 16.02 (feet) ADJUSTED AD2768 ___________________________________________________________________ AD2768 GEOID HEIGHT- -25.67 (meters) GEOID99 AD2768 DYNAMIC HT - 4.875 (meters) 15.99 (feet) COMP AD2768 MODELED GRAV- 979,104.3 (mgal) NAVD 88 AD2768 AD2768 VERT ORDER - SECOND CLASS 0 AD2768 AD2768.The horizontal coordinates were scaled from a topographic map and have AD2768.an estimated accuracy of +/- 6 seconds. AD2768 AD2768.The orthometric height was determined by differential leveling AD2768.and adjusted by the National Geodetic Survey in June 1991. AD2768 AD2768.The geoid height was determined by GEOID99. AD2768 AD2768.The dynamic height is computed by dividing the NAVD 88 AD2768.geopotential number by the normal gravity value computed on the AD2768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2768.degrees latitude (g = 980.6199 gals.). AD2768 AD2768.The modeled gravity was interpolated from observed gravity values. AD2768 AD2768; North East Units Estimated Accuracy AD2768;SPC FL E - 245,020. 279,190. MT (+/- 180 meters Scaled) AD2768 AD2768 SUPERSEDED SURVEY CONTROL AD2768 AD2768 NGVD 29 (??/??/92) 5.336 (m) 17.51 (f) ADJ UNCH 2 0 AD2768 AD2768.Superseded values are not recommended for survey control. AD2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2768.See file dsdata.txt to determine how the superseded data were derived. AD2768 AD2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK791360(NAD 83) AD2768_MARKER: DB = BENCH MARK DISK AD2768_SETTING: 30 = CULVERT AD2768_STAMPING: J 97 RESET 1945 AD2768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD2768 AD2768 HISTORY - Date Condition Report By AD2768 HISTORY - 1945 MONUMENTED FLDT AD2768 HISTORY - 1964 GOOD NGS AD2768 HISTORY - 1988 GOOD USPSQD AD2768 HISTORY - 1990 GOOD USPSQD AD2768 HISTORY - 19910725 GOOD USPSQD AD2768 HISTORY - 20031022 MARK NOT FOUND USPSQD AD2768 AD2768 STATION DESCRIPTION AD2768 AD2768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 AD2768'14.4 MI SE FROM LOXAHATCHEE. AD2768'5.0 MILES EAST ALONG STATE HIGHWAY 80 FROM THE BRIDGE OVER WEST AD2768'PALM BEACH CANAL AT LOXAHATCHEE, PALM BEACH COUNTY, THENCE 9.4 MILES AD2768'SOUTH ALONG STATE HIGHWAY 7, AT A CONCRETE-PIPE CULVERT, IN AD2768'THE SOUTH END OF THE WING WALL OF THE WEST HEAD WALL, AND 34 AD2768'FEET WEST OF THE CENTER LINE OF THE HIGHWAY. A STANDARD DISK. AD2768 AD2768 STATION RECOVERY (1988) AD2768 AD2768'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJS) AD2768'RECOVERED IN GOOD CONDITION. AD2768 AD2768 STATION RECOVERY (1990) AD2768 AD2768'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS) AD2768'RECOVERED IN GOOD CONDITION. AD2768 AD2768 STATION RECOVERY (1991) AD2768 AD2768'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS) AD2768'RECOVERED IN GOOD CONDITION. AD2768 AD2768 STATION RECOVERY (2003) AD2768 AD2768'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2768'ROAD WIDENED AND REALIGNED 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD2668 *********************************************************************** AD2668 DESIGNATION - M 97 AD2668 PID - AD2668 AD2668 STATE/COUNTY- FL/PALM BEACH AD2668 USGS QUAD - UNIVERSITY PARK (1983) AD2668 AD2668 *CURRENT SURVEY CONTROL AD2668 ___________________________________________________________________ AD2668* NAD 83(1986)- 26 29 20. (N) 080 12 16. (W) SCALED AD2668* NAVD 88 - 5.018 (meters) 16.46 (feet) ADJUSTED AD2668 ___________________________________________________________________ AD2668 GEOID HEIGHT- -25.63 (meters) GEOID99 AD2668 DYNAMIC HT - 5.010 (meters) 16.44 (feet) COMP AD2668 MODELED GRAV- 979,098.4 (mgal) NAVD 88 AD2668 AD2668 VERT ORDER - SECOND CLASS 0 AD2668 AD2668.The horizontal coordinates were scaled from a topographic map and have AD2668.an estimated accuracy of +/- 6 seconds. AD2668 AD2668.The orthometric height was determined by differential leveling AD2668.and adjusted by the National Geodetic Survey in June 1991. AD2668 AD2668.The geoid height was determined by GEOID99. AD2668 AD2668.The dynamic height is computed by dividing the NAVD 88 AD2668.geopotential number by the normal gravity value computed on the AD2668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2668.degrees latitude (g = 980.6199 gals.). AD2668 AD2668.The modeled gravity was interpolated from observed gravity values. AD2668 AD2668; North East Units Estimated Accuracy AD2668;SPC FL E - 239,020. 279,310. MT (+/- 180 meters Scaled) AD2668 AD2668 SUPERSEDED SURVEY CONTROL AD2668 AD2668 NGVD 29 (??/??/92) 5.46 (m) 17.9 (f) COMPUTED 2 0 AD2668 AD2668.Superseded values are not recommended for survey control. AD2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2668.See file dsdata.txt to determine how the superseded data were derived. AD2668 AD2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK792300(NAD 83) AD2668_MARKER: DB = BENCH MARK DISK AD2668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2668_STAMPING: M-97 1942 AD2668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2668+STABILITY: SURFACE MOTION AD2668 AD2668 HISTORY - Date Condition Report By AD2668 HISTORY - 1942 MONUMENTED CGS AD2668 HISTORY - 20031022 MARK NOT FOUND USPSQD AD2668 AD2668 STATION DESCRIPTION AD2668 AD2668'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 AD2668'13.5 MI SE FROM LOXAHATCHEE. AD2668'0.5 MILE EAST ALONG STATE ROAD NO. 25, THENCE, 13.0 MILES AD2668'SOUTH ALONG STATE ROAD NO. 199 FROM THE BRIDGE OVER THE WEST AD2668'PALM BEACH CANAL AT LOXAHATCHEE. SET IN FRONT OF AN ORANGE AD2668'FERTILIZER BARN. 127 FEET WEST OF THE CENTER-LINE OF STATE AD2668'ROAD, 8.0 FEET SOUTH OF THE NORTHEAST CORNER OF FERTILIZER AD2668'BARN, 1.5 FEET EAST OF BARN, 0.7 FOOT EAST OF REFERENCE POST. AD2668 AD2668 STATION RECOVERY (2003) AD2668 AD2668'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2668'ROAD WIDENED AND REALIGNED 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD2667 *********************************************************************** AD2667 DESIGNATION - M 97 RESET 1943 AD2667 PID - AD2667 AD2667 STATE/COUNTY- FL/PALM BEACH AD2667 USGS QUAD - UNIVERSITY PARK (1983) AD2667 AD2667 *CURRENT SURVEY CONTROL AD2667 ___________________________________________________________________ AD2667* NAD 83(1986)- 26 29 19. (N) 080 12 16. (W) SCALED AD2667* NAVD 88 - 4.98 (meters) 16.3 (feet) RESET AD2667 ___________________________________________________________________ AD2667 GEOID HEIGHT- -25.63 (meters) GEOID99 AD2667 AD2667 VERT ORDER - THIRD AD2667 AD2667.The horizontal coordinates were scaled from a topographic map and have AD2667.an estimated accuracy of +/- 6 seconds. AD2667 AD2667.The orthometric height was computed from unverified reset data. AD2667 AD2667.The geoid height was determined by GEOID99. AD2667 AD2667; North East Units Estimated Accuracy AD2667;SPC FL E - 238,990. 279,310. MT (+/- 180 meters Scaled) AD2667 AD2667 SUPERSEDED SURVEY CONTROL AD2667 AD2667 NGVD 29 (??/??/??) 5.43 (m) 17.8 (f) RESET 3 AD2667 AD2667.Superseded values are not recommended for survey control. AD2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2667.See file dsdata.txt to determine how the superseded data were derived. AD2667 AD2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK792300(NAD 83) AD2667_MARKER: DB = BENCH MARK DISK AD2667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2667_STAMPING: M 97 1942 RESET 1943 AD2667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2667+STABILITY: SURFACE MOTION AD2667 AD2667 HISTORY - Date Condition Report By AD2667 HISTORY - 1943 MONUMENTED DOD AD2667 HISTORY - 1942 MARK NOT FOUND USPSQD AD2667 HISTORY - 1964 POOR NGS AD2667 HISTORY - 20020204 MARK NOT FOUND USPSQD AD2667 HISTORY - 20031022 MARK NOT FOUND USPSQD AD2667 AD2667 STATION DESCRIPTION AD2667 AD2667'DESCRIBED BY US POWER SQUADRON 1942 (BJS) AD2667'MARK NOT FOUND. AD2667 AD2667 STATION RECOVERY (1964) AD2667 AD2667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 AD2667'18 MI SE FROM LOXAHATCHEE. AD2667'5.0 MILES EAST ALONG STATE HIGHWAY 80 FROM THE BRIDGE OVER AD2667'WEST PALM BEACH CANAL AT LOXAHATCHEE, PALM BEACH COUNTY, AD2667'THENCE 13.0 MILES SOUTH ALONG STATE HIGHWAY 7, IN FRONT OF A AD2667'METAL-COVERED PACKING SHED (FERTILIZER BARN), 140 FEET WEST AD2667'OF THE CENTER LINE OF THE HIGHWAY, 67.9 FEET NORTHEAST OF THE AD2667'NORTHWEST CORNER OF A FRAME TENANT HOUSE, 68.9 FEET NORTHWEST AD2667'OF THE NORTHEAST CORNER, 35 FEET SOUTH OF THE NORTHEAST CORNER AD2667'OF THE BARN, AND 1.5 FEET EAST OF THE EAST FACE. A STANDARD AD2667'DISK, STAMPED M 97 1942 RESET 1943 AND SET IN THE TOP OF A AD2667'CONCRETE POST. NOTE-- THE MARK PROJECTS ABOUT 15 INCHES AND AD2667'LEANS SLIGHTLY. IT SHOULD BE USED WITH CAUTION. AD2667 AD2667 STATION RECOVERY (2002) AD2667 AD2667'RECOVERY NOTE BY US POWER SQUADRON 2002 (BJS) AD2667'MARK NOT FOUND. AD2667 AD2667 STATION RECOVERY (2003) AD2667 AD2667'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2667'ROAD WIDENED AND REALIGNED 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD6697 *********************************************************************** AD6697 DESIGNATION - MCLEMORE AD6697 PID - AD6697 AD6697 STATE/COUNTY- FL/PALM BEACH AD6697 USGS QUAD - GREENACRES CITY (1983) AD6697 AD6697 *CURRENT SURVEY CONTROL AD6697 ___________________________________________________________________ AD6697* NAD 83(1990)- 26 35 01.51815(N) 080 12 20.20845(W) ADJUSTED AD6697* NAVD 88 - 6.2 (meters) 20. (feet) VERTCON AD6697 ___________________________________________________________________ AD6697 LAPLACE CORR- -2.69 (seconds) DEFLEC99 AD6697 GEOID HEIGHT- -25.72 (meters) GEOID99 AD6697 AD6697 HORZ ORDER - FIRST AD6697 AD6697.The horizontal coordinates were established by classical geodetic methods AD6697.and adjusted by the National Geodetic Survey in May 1991. AD6697 AD6697.The NAVD 88 height was computed by applying the VERTCON shift value to AD6697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6697 AD6697.The Laplace correction was computed from DEFLEC99 derived deflections. AD6697 AD6697.The geoid height was determined by GEOID99. AD6697 AD6697; North East Units Scale Converg. AD6697;SPC FL E - 249,532.213 279,131.852 MT 1.00001846 +0 21 19.8 AD6697;UTM 17 - 2,940,579.056 579,104.852 MT 0.99967725 +0 21 19.8 AD6697 AD6697: Primary Azimuth Mark Grid Az AD6697:SPC FL E - MCLEMORE AZ MK 1 179 30 18.4 AD6697:UTM 17 - MCLEMORE AZ MK 1 179 30 18.4 AD6697 AD6697|---------------------------------------------------------------------| AD6697| PID Reference Object Distance Geod. Az | AD6697| dddmmss.s | AD6697| CW9251 MCLEMORE AZ MK 1 1795138.2 | AD6697| CW9252 MCLEMORE AZ MK 2 3595410.6 | AD6697|---------------------------------------------------------------------| AD6697 AD6697 SUPERSEDED SURVEY CONTROL AD6697 AD6697 NAD 83(1986)- 26 35 01.52236(N) 080 12 20.21630(W) AD( ) 1 AD6697 NAD 27 - 26 35 00.27188(N) 080 12 21.05155(W) AD( ) 1 AD6697 NGVD 29 (07/19/86) 6.6 (m) 22. (f) VERT ANG AD6697 AD6697.Superseded values are not recommended for survey control. AD6697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6697.See file dsdata.txt to determine how the superseded data were derived. AD6697 AD6697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7910540579(NAD 83) AD6697_MARKER: DD = SURVEY DISK AD6697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6697 AD6697 HISTORY - Date Condition Report By AD6697 HISTORY - 1970 MONUMENTED FL-099 AD6697 HISTORY - 19950415 MARK NOT FOUND USPSQD AD6697 HISTORY - 20031021 MARK NOT FOUND USPSQD AD6697 AD6697 STATION DESCRIPTION AD6697 AD6697'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1970 (GCP) AD6697'THE STATION IS TO BE LOCATED ABOUT 7 MILES SOUTHEAST OF ROYAL AD6697'PALM BEACH, 6-1/2 MILES SOUTH OF THE INTERSECTION OF U.S. HIGHWAYS AD6697'98 AND 441, .55 MILES SOUTH OF S.R. 812 OR LANTANA ROAD, ON THE AD6697'EAST SIDE OF U.S. HIGHWAY 441 AND 2 MILES SOUTH OF AMERICAN FOODS, AD6697'INC., OFFICE AND WAREHOUSE. AD6697' AD6697'TO REACH THE SATELLITE STATION FROM THE INTERSECTION OF AD6697'U.S. HIGHWAYS 1 AND 98 IN WEST PALM BEACH, GO SOUTH ON U.S. HIGHWAY AD6697'441 FOR 6.0 MILES TO THE INTERSECTION OF S.R. S-812 ON THE AD6697'LEFT. CONTINUE STRAIGHT AHEAD SOUTH ON U.S. HIGHWAY 441 FOR .55 AD6697'MILES TO SATELLITE STATION. AD6697' AD6697'ALL DISKS ARE STAMPED PALM BEACH COUNTY SET IN ROUND CONCRETE AD6697'POSTS. THESE ARE GEODETIC BRASS DISKS. AD6697' AD6697'STATION MARK, STAMPED MC LEMORE 1970, IS SET FLUSH. IT IS 28.8 AD6697'FEET OF CENTER LINE OF PAVING OF U.S. HIGHWAY 441, 83.7 FT EAST AD6697'SOUTHEAST OF POWER POLE NUMBER 95 AND 3.5 FEET EAST OF A METAL AD6697'WITNESS POST. AD6697' AD6697'AZ. MK 1, STAMPED MC LEMORE A-1 1970, IS SET FLUSH. IT IS .25 AD6697'MILE SOUTH OF SATELLITE MC LEMORE ON U.S. HIGHWAY 441, 25.8 FEET AD6697'EAST OF CENTER LINE OF PAVEMENT OF U.S. HIGHWAY 441, 76.5 FEET AD6697'EAST OF POWER POLE NUMBER 98, AND 4.4 FEET WEST OF A METAL WITNESS AD6697'POST. AD6697' AD6697'AZ. MK 2, STAMPED MC LEMORE A-2 1970, IS SET FLUSH. IT IS 0.25 AD6697'MILE NORTH OF SATELLITE MC LEMORE ON U.S. HIGHWAY 441, 31.9 FEET AD6697'EAST OF CENTER LINE OF PAVEMENT OF U.S. HIGHWAY 441, 27.9 FEET AD6697'SOUTH OF CENTER LINE OF SHELL ROCK DRIVE WHICH LEADS EAST OVER AD6697'E-1 CANAL TO SCHEARBROOK FARMS, 103.7 FEET SOUTHEAST OF POWER AD6697'POLE NUMBER 92 AND 6.7 FEET NORTH OF A METAL WITNESS POST. AD6697' AD6697'NOTE--SATELLITE MC LEMORE IS TIED TO TRIANGULATION STATIONS AD6697'AMERICAN AND CONVICT. AD6697 AD6697 STATION RECOVERY (1995) AD6697 AD6697'RECOVERY NOTE BY US POWER SQUADRON 1995 AD6697'MARK NOT FOUND. AD6697 AD6697 STATION RECOVERY (2003) AD6697 AD6697'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6697'ROAD WIDENED AND REALIGNED 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD2666 *********************************************************************** AD2666 DESIGNATION - N 97 AD2666 PID - AD2666 AD2666 STATE/COUNTY- FL/PALM BEACH AD2666 USGS QUAD - UNIVERSITY PARK (1983) AD2666 AD2666 *CURRENT SURVEY CONTROL AD2666 ___________________________________________________________________ AD2666* NAD 83(1986)- 26 28 26. (N) 080 12 15. (W) SCALED AD2666* NAVD 88 - 5.399 (meters) 17.71 (feet) ADJUSTED AD2666 ___________________________________________________________________ AD2666 GEOID HEIGHT- -25.62 (meters) GEOID99 AD2666 DYNAMIC HT - 5.391 (meters) 17.69 (feet) COMP AD2666 MODELED GRAV- 979,096.6 (mgal) NAVD 88 AD2666 AD2666 VERT ORDER - SECOND CLASS 0 AD2666 AD2666.The horizontal coordinates were scaled from a topographic map and have AD2666.an estimated accuracy of +/- 6 seconds. AD2666 AD2666.The orthometric height was determined by differential leveling AD2666.and adjusted by the National Geodetic Survey in June 1991. AD2666 AD2666.The geoid height was determined by GEOID99. AD2666 AD2666.The dynamic height is computed by dividing the NAVD 88 AD2666.geopotential number by the normal gravity value computed on the AD2666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2666.degrees latitude (g = 980.6199 gals.). AD2666 AD2666.The modeled gravity was interpolated from observed gravity values. AD2666 AD2666; North East Units Estimated Accuracy AD2666;SPC FL E - 237,360. 279,350. MT (+/- 180 meters Scaled) AD2666 AD2666 SUPERSEDED SURVEY CONTROL AD2666 AD2666 NGVD 29 (??/??/92) 5.85 (m) 19.2 (f) COMPUTED 2 0 AD2666 AD2666.Superseded values are not recommended for survey control. AD2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2666.See file dsdata.txt to determine how the superseded data were derived. AD2666 AD2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK793284(NAD 83) AD2666_MARKER: DB = BENCH MARK DISK AD2666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2666_STAMPING: N-97 1942 AD2666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2666+STABILITY: SURFACE MOTION AD2666 AD2666 HISTORY - Date Condition Report By AD2666 HISTORY - 1942 MONUMENTED CGS AD2666 HISTORY - 20031022 MARK NOT FOUND USPSQD AD2666 AD2666 STATION DESCRIPTION AD2666 AD2666'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 AD2666'19 MI SE FROM LOXAHATCHEE. AD2666'5.0 MILES EAST ALONG THE STATE ROAD NO. 25, THENCE, 14.0 MILES AD2666'SOUTH ALONG STATE ROAD NO. 199 FROM THE BRIDGE OVER THE AD2666'WEST PALM BEACH CANAL AT LOXAHATCHEE. SET ALONG THE AD2666'STATE ROAD. 37 FEET WEST OF THE CENTER-LINE OF STATE ROAD AD2666'NO. 199, 5.5 FEET NORTHEAST OF A PINE TREE WITH A TRIANGULAR AD2666'BLAZE ON THE EAST SIDE, 5.5 FEET SOUTHEAST OF A PINE TREE AD2666'WITH A TRIANGULAR BLAZE ON THE EAST SIDE, 1.0 FOOT EAST OF AD2666'REFERENCE POST. AD2666 AD2666 STATION RECOVERY (2003) AD2666 AD2666'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2666'ROAD WIDENED AND REALIGNED 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD2665 *********************************************************************** AD2665 DESIGNATION - N 97 RESET 1945 AD2665 PID - AD2665 AD2665 STATE/COUNTY- FL/PALM BEACH AD2665 USGS QUAD - UNIVERSITY PARK (1983) AD2665 AD2665 *CURRENT SURVEY CONTROL AD2665 ___________________________________________________________________ AD2665* NAD 83(1986)- 26 28 10. (N) 080 12 15. (W) SCALED AD2665* NAVD 88 - 4.87 (meters) 16.0 (feet) RESET AD2665 ___________________________________________________________________ AD2665 GEOID HEIGHT- -25.62 (meters) GEOID99 AD2665 AD2665 VERT ORDER - THIRD AD2665 AD2665.The horizontal coordinates were scaled from a topographic map and have AD2665.an estimated accuracy of +/- 6 seconds. AD2665 AD2665.The orthometric height was computed from unverified reset data. AD2665 AD2665.The geoid height was determined by GEOID99. AD2665 AD2665; North East Units Estimated Accuracy AD2665;SPC FL E - 236,870. 279,360. MT (+/- 180 meters Scaled) AD2665 AD2665 SUPERSEDED SURVEY CONTROL AD2665 AD2665 NGVD 29 (??/??/??) 5.33 (m) 17.5 (f) RESET 3 AD2665 AD2665.Superseded values are not recommended for survey control. AD2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2665.See file dsdata.txt to determine how the superseded data were derived. AD2665 AD2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK793279(NAD 83) AD2665_MARKER: DB = BENCH MARK DISK AD2665_SETTING: 30 = CULVERT AD2665_STAMPING: N 97 RESET 1945 AD2665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD2665 AD2665 HISTORY - Date Condition Report By AD2665 HISTORY - 1945 MONUMENTED FLHD AD2665 HISTORY - 1964 GOOD NGS AD2665 HISTORY - 1988 MARK NOT FOUND USPSQD AD2665 HISTORY - 20031022 MARK NOT FOUND USPSQD AD2665 AD2665 STATION DESCRIPTION AD2665 AD2665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 AD2665'19 MI SE FROM LOXAHATCHEE. AD2665'5.0 MILES EAST ALONG STATE HIGHWAY 80 FROM THE BRIDGE OVER AD2665'WEST PALM BEACH CANAL AT LOXAHATCHEE, PALM BEACH COUNTY, THENCE AD2665'14.3 MILES SOUTH ALONG STATE HIGHWAY 7, AT A CONCRETE-PIPE AD2665'CULVERT, IN THE SOUTH END OF THE WEST HEAD WALL AND 34 FEET AD2665'WEST OF THE CENTER LINE OF THE HIGHWAY. A STANDARD DISK, AD2665'STAMPED N 97 RESET 1945. AD2665 AD2665 STATION RECOVERY (1988) AD2665 AD2665'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJS) AD2665'MARK NOT FOUND. AD2665 AD2665 STATION RECOVERY (2003) AD2665 AD2665'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD2665'ROAD WIDENED AND REALIGNED 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD8465 *********************************************************************** AD8465 DESIGNATION - PBF 45 AD8465 PID - AD8465 AD8465 STATE/COUNTY- FL/PALM BEACH AD8465 USGS QUAD - GREENACRES CITY (1983) AD8465 AD8465 *CURRENT SURVEY CONTROL AD8465 ___________________________________________________________________ AD8465* NAD 83(1999)- 26 34 34.50996(N) 080 11 20.60573(W) ADJUSTED AD8465* NAVD 88 - 5.0 (meters) 16. (feet) VERTCON AD8465 ___________________________________________________________________ AD8465 X - 972,634.873 (meters) COMP AD8465 Y - -5,624,550.461 (meters) COMP AD8465 Z - 2,836,293.936 (meters) COMP AD8465 LAPLACE CORR- -2.84 (seconds) DEFLEC99 AD8465 ELLIP HEIGHT- -20.80 (meters) (07/06/01) GPS OBS AD8465 GEOID HEIGHT- -25.75 (meters) GEOID99 AD8465 AD8465 HORZ ORDER - FIRST AD8465 ELLP ORDER - FOURTH CLASS II AD8465 AD8465.The horizontal coordinates were established by GPS observations AD8465.and adjusted by the National Geodetic Survey in July 2001. AD8465 AD8465.The NAVD 88 height was computed by applying the VERTCON shift value to AD8465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8465 AD8465.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8465 AD8465.The Laplace correction was computed from DEFLEC99 derived deflections. AD8465 AD8465.The ellipsoidal height was determined by GPS observations AD8465.and is referenced to NAD 83. AD8465 AD8465.The geoid height was determined by GEOID99. AD8465 AD8465; North East Units Scale Converg. AD8465;SPC FL E - 248,711.323 280,786.419 MT 1.00002172 +0 21 46.2 AD8465;UTM 17 - 2,939,758.446 580,758.855 MT 0.99968052 +0 21 46.2 AD8465 AD8465: Primary Azimuth Mark Grid Az AD8465:SPC FL E - PBF 46 181 07 47.5 AD8465:UTM 17 - PBF 46 181 07 47.5 AD8465 AD8465|---------------------------------------------------------------------| AD8465| PID Reference Object Distance Geod. Az | AD8465| dddmmss.s | AD8465| AD8466 PBF 46 419.290 METERS 1812933.7 | AD8465|---------------------------------------------------------------------| AD8465 AD8465 SUPERSEDED SURVEY CONTROL AD8465 AD8465 NAD 83(1990)- 26 34 34.50869(N) 080 11 20.60463(W) AD( ) 1 AD8465 ELLIP H (08/13/93) -20.80 (m) GP( ) 4 1 AD8465 NAD 83(1990)- 26 34 34.50855(N) 080 11 20.60487(W) AD( ) 1 AD8465 ELLIP H (03/31/93) -20.80 (m) GP( ) 4 1 AD8465 NGVD 29 (03/31/93) 5.4 (m) 18. (f) GPS OBS AD8465 AD8465.Superseded values are not recommended for survey control. AD8465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8465.See file dsdata.txt to determine how the superseded data were derived. AD8465 AD8465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8075939758(NAD 83) AD8465_MARKER: DD = SURVEY DISK AD8465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8465_STAMPING: PBF 45 AD8465_MARK LOGO: ADRGS AD8465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8465+STABILITY: SURFACE MOTION AD8465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8465+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2003 AD8465 AD8465 HISTORY - Date Condition Report By AD8465 HISTORY - 1991 MONUMENTED ADRGS AD8465 HISTORY - 20031021 GOOD USPSQD AD8465 AD8465 STATION DESCRIPTION AD8465 AD8465'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8465'TO REACH THE STATION FROM THE INTERSECTION OF LANTANA ROAD (STATE AD8465'ROUTE 812) AND STATE ROUTE 7 (US ROUTE 441), GO EAST ON LANTANA ROAD AD8465'FOR 1.0 MI (1.61 KM) TO LYONS ROAD. TURN RIGHT AND GO SOUTH ON LYONS AD8465'ROAD FOR 1.0 MI (1.61 KM) TO THE ENTRANCE TO KENDALE COURT AND THE AD8465'STATION IN THE NORTHEAST QUADRANT OF THE INTERSECTION, 29 FEET NORTH AD8465'OF THE NORTH EDGE OF PAVEMENT OF KENDALE COURT AND 38 FEET EAST OF AD8465'THE EAST EDGE OF PAVEMENT OF LYONS RD. AD8465'THE STATION IS SOUTHEAST 42.46 FT (12.94 M) FROM AN X-CUT ON THE TOP AD8465'OF THE CONCRETE CURB ON THE EAST SIDE OF LYONS ROAD, NORTHEAST 30.62 AD8465'FT (9.33 M) FROM AN X-CUT ON THE TOP OF THE CONCRETE CURB ON THE AD8465'NORTH SIDE OF KENDALE COURT, AND NORTHWEST 21.80 FT (6.64 M) FROM AN AD8465'X-CUT IN THE CONCRETE APRON ON THE SOUTHWEST CORNER OF A CATCH BASIN. AD8465 AD8465 STATION RECOVERY (2003) AD8465 AD8465'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8465'13 FEET NORTHEAST OF STREET LIGHT POLE. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD8466 *********************************************************************** AD8466 DESIGNATION - PBF 46 AD8466 PID - AD8466 AD8466 STATE/COUNTY- FL/PALM BEACH AD8466 USGS QUAD - GREENACRES CITY (1983) AD8466 AD8466 *CURRENT SURVEY CONTROL AD8466 ___________________________________________________________________ AD8466* NAD 83(1999)- 26 34 20.89106(N) 080 11 21.00040(W) ADJUSTED AD8466* NAVD 88 - 5.3 (meters) 17. (feet) VERTCON AD8466 ___________________________________________________________________ AD8466 X - 972,656.105 (meters) COMP AD8466 Y - -5,624,737.335 (meters) COMP AD8466 Z - 2,835,919.196 (meters) COMP AD8466 LAPLACE CORR- -2.84 (seconds) DEFLEC99 AD8466 ELLIP HEIGHT- -20.52 (meters) (07/06/01) GPS OBS AD8466 GEOID HEIGHT- -25.75 (meters) GEOID99 AD8466 AD8466 HORZ ORDER - FIRST AD8466 ELLP ORDER - FOURTH CLASS II AD8466 AD8466.The horizontal coordinates were established by GPS observations AD8466.and adjusted by the National Geodetic Survey in July 2001. AD8466 AD8466.The NAVD 88 height was computed by applying the VERTCON shift value to AD8466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8466 AD8466.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8466 AD8466.The Laplace correction was computed from DEFLEC99 derived deflections. AD8466 AD8466.The ellipsoidal height was determined by GPS observations AD8466.and is referenced to NAD 83. AD8466 AD8466.The geoid height was determined by GEOID99. AD8466 AD8466; North East Units Scale Converg. AD8466;SPC FL E - 248,292.106 280,778.151 MT 1.00002171 +0 21 45.8 AD8466;UTM 17 - 2,939,339.371 580,750.590 MT 0.99968050 +0 21 45.8 AD8466 AD8466: Primary Azimuth Mark Grid Az AD8466:SPC FL E - PBF 45 001 07 47.7 AD8466:UTM 17 - PBF 45 001 07 47.7 AD8466 AD8466|---------------------------------------------------------------------| AD8466| PID Reference Object Distance Geod. Az | AD8466| dddmmss.s | AD8466| AD8465 PBF 45 419.290 METERS 0012933.5 | AD8466|---------------------------------------------------------------------| AD8466 AD8466 SUPERSEDED SURVEY CONTROL AD8466 AD8466 NAD 83(1990)- 26 34 20.88969(N) 080 11 20.99935(W) AD( ) 1 AD8466 ELLIP H (08/13/93) -20.52 (m) GP( ) 4 1 AD8466 NAD 83(1990)- 26 34 20.88960(N) 080 11 20.99957(W) AD( ) 1 AD8466 ELLIP H (03/31/93) -20.52 (m) GP( ) 4 1 AD8466 NGVD 29 (03/31/93) 5.7 (m) 19. (f) GPS OBS AD8466 AD8466.Superseded values are not recommended for survey control. AD8466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8466.See file dsdata.txt to determine how the superseded data were derived. AD8466 AD8466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8075139339(NAD 83) AD8466_MARKER: DD = SURVEY DISK AD8466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8466_STAMPING: PBF 46 AD8466_MARK LOGO: ADRGS AD8466_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8466+STABILITY: SURFACE MOTION AD8466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8466+SATELLITE: SATELLITE OBSERVATIONS - 1991 AD8466 AD8466 HISTORY - Date Condition Report By AD8466 HISTORY - 1991 MONUMENTED ADRGS AD8466 HISTORY - 20031021 MARK NOT FOUND USPSQD AD8466 AD8466 STATION DESCRIPTION AD8466 AD8466'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8466'TO REACH THE STATION FROM THE INTERSECTION OF LANTANA ROAD (STATE AD8466'ROUTE 812) AND STATE ROUTE 7 (US ROUTE 441), GO EAST ON LANTANA ROAD AD8466'FOR 1.0 MI (1.61 KM) TO LYONS ROAD. TURN RIGHT AND GO SOUTH ON LYONS AD8466'ROAD FOR 1.3 MI (2.09 KM) TO THE END OF THE ROAD AND THE STATION, IN AD8466'THE CENTERLINE EXTENDED OF LYONS ROAD, 35 FEET SOUTH OF THE EDGE OF AD8466'PAVEMENT AND 4 FEET NORTH OF A BARBED WIRE FENCE. THE STATION IS AD8466'BEHIND A 5 FEET HIGH BARRICADE AND GRASS BERM AT THE END OF LYONS AD8466'ROAD. AD8466'THE STATION IS NORTHEAST 17.33 FT (5.28 M) FROM A NAIL AND TIN TAB ON AD8466'THE TOP OF A FENCE POST, NORTH 6.55 FT (2.00 M) FROM A PK AND TIN TAB AD8466'IN THE NORTH FACE OF A FENCE POST, AND NORTHWEST 22.85 FT (6.96 M) AD8466'FROM A PK AND TIN TAB IN THE NORTH FACE OF A FENCE POST. AD8466 AD8466 STATION RECOVERY (2003) AD8466 AD8466'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8466'ROAD EXTENDED AND WIDENED. GPS SHOWS LOCATION OF MARK UNDER ROAD. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD8469 *********************************************************************** AD8469 DESIGNATION - PBF 49 AD8469 PID - AD8469 AD8469 STATE/COUNTY- FL/PALM BEACH AD8469 USGS QUAD - GREENACRES CITY (1983) AD8469 AD8469 *CURRENT SURVEY CONTROL AD8469 ___________________________________________________________________ AD8469* NAD 83(1999)- 26 34 24.16858(N) 080 12 19.85935(W) ADJUSTED AD8469* NAVD 88 - 5.6 (meters) 18. (feet) VERTCON AD8469 ___________________________________________________________________ AD8469 X - 971,043.385 (meters) COMP AD8469 Y - -5,624,970.485 (meters) COMP AD8469 Z - 2,836,009.560 (meters) COMP AD8469 LAPLACE CORR- -2.69 (seconds) DEFLEC99 AD8469 ELLIP HEIGHT- -20.19 (meters) (07/06/01) GPS OBS AD8469 GEOID HEIGHT- -25.70 (meters) GEOID99 AD8469 AD8469 HORZ ORDER - FIRST AD8469 ELLP ORDER - FOURTH CLASS II AD8469 AD8469.The horizontal coordinates were established by GPS observations AD8469.and adjusted by the National Geodetic Survey in July 2001. AD8469 AD8469.The NAVD 88 height was computed by applying the VERTCON shift value to AD8469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8469 AD8469.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8469 AD8469.The Laplace correction was computed from DEFLEC99 derived deflections. AD8469 AD8469.The ellipsoidal height was determined by GPS observations AD8469.and is referenced to NAD 83. AD8469 AD8469.The geoid height was determined by GEOID99. AD8469 AD8469; North East Units Scale Converg. AD8469;SPC FL E - 248,382.769 279,148.644 MT 1.00001849 +0 21 19.5 AD8469;UTM 17 - 2,939,430.004 579,121.639 MT 0.99967729 +0 21 19.5 AD8469 AD8469: Primary Azimuth Mark Grid Az AD8469:SPC FL E - PBF 46 093 11 04.5 AD8469:UTM 17 - PBF 46 093 11 04.5 AD8469 AD8469|---------------------------------------------------------------------| AD8469| PID Reference Object Distance Geod. Az | AD8469| dddmmss.s | AD8469| AD8466 PBF 46 APPROX. 1.6 KM 0933224.0 | AD8469|---------------------------------------------------------------------| AD8469 AD8469 SUPERSEDED SURVEY CONTROL AD8469 AD8469 NAD 83(1990)- 26 34 24.16717(N) 080 12 19.85841(W) AD( ) 1 AD8469 ELLIP H (08/13/93) -20.19 (m) GP( ) 4 1 AD8469 NAD 83(1990)- 26 34 24.16710(N) 080 12 19.85855(W) AD( ) 1 AD8469 ELLIP H (03/31/93) -20.19 (m) GP( ) 4 1 AD8469 NGVD 29 (03/31/93) 6.0 (m) 20. (f) GPS OBS AD8469 AD8469.Superseded values are not recommended for survey control. AD8469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8469.See file dsdata.txt to determine how the superseded data were derived. AD8469 AD8469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7912239430(NAD 83) AD8469_MARKER: DD = SURVEY DISK AD8469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8469_STAMPING: PBF 49 AD8469_MARK LOGO: ADRGS AD8469_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8469+STABILITY: SURFACE MOTION AD8469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8469+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2003 AD8469 AD8469 HISTORY - Date Condition Report By AD8469 HISTORY - 1991 MONUMENTED ADRGS AD8469 HISTORY - 20031021 GOOD USPSQD AD8469 AD8469 STATION DESCRIPTION AD8469 AD8469'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8469'TO REACH THE STATION FROM THE INTERSECTION OF LANTANA ROAD (STATE AD8469'ROUTE 812) AND STATE ROUTE 7 (US ROUTE 441), GO SOUTH ON STATE ROUTE AD8469'7 FOR 1.25 MI (2.01 KM) TO THE STATION ON THE LEFT, 18 FEET EAST OF AD8469'THE EAST GUARDRAILS ON STATE ROUTE 7, 3 FEET WEST OF THE TOP OF BANK AD8469'OF A NORTH-SOUTH CANAL, AND 170 FEET NORTH OF A CLUSTER OF PINE TREES AD8469'ON THE EAST SIDE OF THE CANAL. AD8469'THE STATION IS SOUTHEAST 37.25 FT (11.35 M) FROM A NAIL AND TIN TAB IN AD8469'TOP OF A GUARDRAIL POST, EAST 17.81 FT (5.43 M) FROM A NAIL AND TIN AD8469'TAB IN THE TOP OF A GUARDRAIL POST, AND NORTHEAST 34.76 FT (10.59 M) AD8469'FROM A NAIL AND TIN TAB IN THE TOP OF A GUARDRAIL POST. THE STATION IS AD8469'NORTHWEST 1.5 FT (0.46 M) FROM THE BASE OF A PALM BEACH COUNTY SURVEY AD8469'WITNESS SIGN AND POST. AD8469 AD8469 STATION RECOVERY (2003) AD8469 AD8469'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8469'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD8470 *********************************************************************** AD8470 DESIGNATION - PBF 50 AD8470 PID - AD8470 AD8470 STATE/COUNTY- FL/PALM BEACH AD8470 USGS QUAD - GREENACRES CITY (1983) AD8470 AD8470 *CURRENT SURVEY CONTROL AD8470 ___________________________________________________________________ AD8470* NAD 83(1999)- 26 33 57.38332(N) 080 12 20.42646(W) ADJUSTED AD8470* NAVD 88 - 5.5 (meters) 18. (feet) VERTCON AD8470 ___________________________________________________________________ AD8470 X - 971,090.641 (meters) COMP AD8470 Y - -5,625,336.489 (meters) COMP AD8470 Z - 2,835,272.247 (meters) COMP AD8470 LAPLACE CORR- -2.69 (seconds) DEFLEC99 AD8470 ELLIP HEIGHT- -20.21 (meters) (07/06/01) GPS OBS AD8470 GEOID HEIGHT- -25.69 (meters) GEOID99 AD8470 AD8470 HORZ ORDER - FIRST AD8470 ELLP ORDER - FOURTH CLASS II AD8470 AD8470.The horizontal coordinates were established by GPS observations AD8470.and adjusted by the National Geodetic Survey in July 2001. AD8470 AD8470.The NAVD 88 height was computed by applying the VERTCON shift value to AD8470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8470 AD8470.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8470 AD8470.The Laplace correction was computed from DEFLEC99 derived deflections. AD8470 AD8470.The ellipsoidal height was determined by GPS observations AD8470.and is referenced to NAD 83. AD8470 AD8470.The geoid height was determined by GEOID99. AD8470 AD8470; North East Units Scale Converg. AD8470;SPC FL E - 247,558.306 279,138.062 MT 1.00001847 +0 21 18.9 AD8470;UTM 17 - 2,938,605.822 579,111.060 MT 0.99967727 +0 21 18.9 AD8470 AD8470: Primary Azimuth Mark Grid Az AD8470:SPC FL E - PBF 51 139 19 13.9 AD8470:UTM 17 - PBF 51 139 19 13.9 AD8470 AD8470|---------------------------------------------------------------------| AD8470| PID Reference Object Distance Geod. Az | AD8470| dddmmss.s | AD8470| AD8471 PBF 51 APPROX. 1.3 KM 1394032.8 | AD8470|---------------------------------------------------------------------| AD8470 AD8470 SUPERSEDED SURVEY CONTROL AD8470 AD8470 NAD 83(1990)- 26 33 57.38190(N) 080 12 20.42553(W) AD( ) 1 AD8470 ELLIP H (08/13/93) -20.21 (m) GP( ) 4 1 AD8470 NAD 83(1990)- 26 33 57.38183(N) 080 12 20.42566(W) AD( ) 1 AD8470 ELLIP H (03/31/93) -20.21 (m) GP( ) 4 1 AD8470 NGVD 29 (03/31/93) 6.0 (m) 20. (f) GPS OBS AD8470 AD8470.Superseded values are not recommended for survey control. AD8470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8470.See file dsdata.txt to determine how the superseded data were derived. AD8470 AD8470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7911138606(NAD 83) AD8470_MARKER: DD = SURVEY DISK AD8470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8470_STAMPING: PBF 50 AD8470_MARK LOGO: ADRGS AD8470_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8470+STABILITY: SURFACE MOTION AD8470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8470+SATELLITE: SATELLITE OBSERVATIONS - 1991 AD8470 AD8470 HISTORY - Date Condition Report By AD8470 HISTORY - 1991 MONUMENTED ADRGS AD8470 HISTORY - 20031021 MARK NOT FOUND USPSQD AD8470 AD8470 STATION DESCRIPTION AD8470 AD8470'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8470'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 (US ROUTE AD8470'441) AND LANTANA ROAD (STATE ROUTE 812), GO SOUTH ON STATE ROUTE 7 AD8470'FOR 1.75 MI (2.82 KM) TO THE STATION ON THE RIGHT, 9 FEET WEST OF THE AD8470'WEST EDGE OF PAVEMENT OF STATE ROUTE, AND 88 FEET SOUTH OF THE SOUTH AD8470'END OF A GUARDRAIL. AD8470'THE STATION IS EAST 38.00 FT (11.58 M) FROM A NAIL AND TIN TAB ON THE AD8470'EAST SIDE OF A 12 INCH PINE, SOUTHWEST 58.38 FT (17.79 M) FROM A NAIL AD8470'AND TIN TAB IN A 6INCH BY 6 INCH WOODEN GUARDRAIL POST ON THE EAST AD8470'SIDE OF STATE ROUTE 7, AND NORTHWEST 52.59 FT (16.03 M) FROM A NAIL AD8470'AND TIN TAB IN ANOTHER 6INCH BY 6 INCH WOODEN GUARDRAIL POST ON THE AD8470'EAST SIDE OF STATE ROUTE 7. AD8470 AD8470 STATION RECOVERY (2003) AD8470 AD8470'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8470'ROAD WIDENED AND REALIGNED 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD8471 *********************************************************************** AD8471 DESIGNATION - PBF 51 AD8471 PID - AD8471 AD8471 STATE/COUNTY- FL/PALM BEACH AD8471 USGS QUAD - GREENACRES CITY (1983) AD8471 AD8471 *CURRENT SURVEY CONTROL AD8471 ___________________________________________________________________ AD8471* NAD 83(1999)- 26 33 26.34520(N) 080 11 51.13278(W) ADJUSTED AD8471* NAVD 88 - 5.4 (meters) 18. (feet) VERTCON AD8471 ___________________________________________________________________ AD8471 X - 971,962.245 (meters) COMP AD8471 Y - -5,625,619.327 (meters) COMP AD8471 Z - 2,834,417.764 (meters) COMP AD8471 LAPLACE CORR- -2.75 (seconds) DEFLEC99 AD8471 ELLIP HEIGHT- -20.33 (meters) (07/06/01) GPS OBS AD8471 GEOID HEIGHT- -25.70 (meters) GEOID99 AD8471 AD8471 HORZ ORDER - FIRST AD8471 ELLP ORDER - FOURTH CLASS II AD8471 AD8471.The horizontal coordinates were established by GPS observations AD8471.and adjusted by the National Geodetic Survey in July 2001. AD8471 AD8471.The NAVD 88 height was computed by applying the VERTCON shift value to AD8471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8471 AD8471.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8471 AD8471.The Laplace correction was computed from DEFLEC99 derived deflections. AD8471 AD8471.The ellipsoidal height was determined by GPS observations AD8471.and is referenced to NAD 83. AD8471 AD8471.The geoid height was determined by GEOID99. AD8471 AD8471; North East Units Scale Converg. AD8471;SPC FL E - 246,608.103 279,954.773 MT 1.00002007 +0 21 31.7 AD8471;UTM 17 - 2,937,655.942 579,927.493 MT 0.99967887 +0 21 31.7 AD8471 AD8471: Primary Azimuth Mark Grid Az AD8471:SPC FL E - PBF 50 319 19 14.1 AD8471:UTM 17 - PBF 50 319 19 14.1 AD8471 AD8471|---------------------------------------------------------------------| AD8471| PID Reference Object Distance Geod. Az | AD8471| dddmmss.s | AD8471| AD8470 PBF 50 APPROX. 1.3 KM 3194045.8 | AD8471|---------------------------------------------------------------------| AD8471 AD8471 SUPERSEDED SURVEY CONTROL AD8471 AD8471 NAD 83(1990)- 26 33 26.34375(N) 080 11 51.13191(W) AD( ) 1 AD8471 ELLIP H (08/13/93) -20.33 (m) GP( ) 4 1 AD8471 NAD 83(1990)- 26 33 26.34370(N) 080 11 51.13200(W) AD( ) 1 AD8471 ELLIP H (03/31/93) -20.33 (m) GP( ) 4 1 AD8471 NGVD 29 (03/31/93) 5.9 (m) 19. (f) GPS OBS AD8471 AD8471.Superseded values are not recommended for survey control. AD8471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8471.See file dsdata.txt to determine how the superseded data were derived. AD8471 AD8471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7992737656(NAD 83) AD8471_MARKER: DD = SURVEY DISK AD8471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8471_STAMPING: PBF 51 AD8471_MARK LOGO: ADRGS AD8471_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8471+STABILITY: SURFACE MOTION AD8471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8471+SATELLITE: SATELLITE OBSERVATIONS - 1991 AD8471 AD8471 HISTORY - Date Condition Report By AD8471 HISTORY - 1991 MONUMENTED ADRGS AD8471 HISTORY - 20031021 MARK NOT FOUND USPSQD AD8471 AD8471 STATION DESCRIPTION AD8471 AD8471'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8471'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 (US ROUTE AD8471'441) AND LANTANA ROAD (STATE ROUTE 812), GO SOUTH ON STATE ROUTE 7 AD8471'FOR 2.75 MI (4.43 KM) TO ARMONE PLACE. TURN LEFT AND GO EAST ON AD8471'ARMONE PLACE FOR APPROXIMATELY 200 FEET TO A PAVED ROAD LEFT. TURN AD8471'LEFT AND GO NORTH ON THE PAVED ROAD (WHICH BECOMES A SHELL ROAD) AD8471'THROUGH A CONSTRUCTION COMPOUND AND BEAR TO THE WEST. GO IN A AD8471'WESTERLY DIRECTION UNTIL REACHING A NORTH-SOUTH CANAL ON THE EAST AD8471'SIDE OF STATE ROUTE 7. TURN RIGHT AND GO NORTH ALONG THE EAST SIDE OF AD8471'THE CANAL UNTIL REACHING AN EAST-WEST CANAL, THE L-20 CANAL. TURN AD8471'RIGHT AND GO EAST ON A SHELL ROAD ALONG THE SOUTH SIDE OF THE L-20 AD8471'CANAL FOR 0.5 MI (0.80 KM) TO THE STATION ON THE LEFT, 13 FEET NORTH AD8471'OF THE CENTERLINE OF THE SHELL ROAD AND 8 FEET SOUTH OF THE TOP OF AD8471'THE CANAL BANK. AD8471'THE STATION IS EAST 16.48 FT (5.02 M) FROM A REBAR SET FLUSH WITH THE AD8471'GROUND BETWEEN THE SHELL ROAD AND THE CANAL, NORTH 22.05 FT (6.72 M) AD8471'FROM A REBAR SET FLUSH WITH THE GROUND ON THE SOUTH SIDE OF THE SHELL AD8471'ROAD, AND NORTHWEST 35.13 FT (10.71 M) FROM A REBAR SET FLUSH WITH AD8471'THE GROUND ON THE SOUTH SIDE OF THE SHELL ROAD. THERE WERE NO OTHER AD8471'SUITABLE REFERENCE OBJECTS. AD8471 AD8471 STATION RECOVERY (2003) AD8471 AD8471'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8471'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD8473 *********************************************************************** AD8473 DESIGNATION - PBF 53 AD8473 PID - AD8473 AD8473 STATE/COUNTY- FL/PALM BEACH AD8473 USGS QUAD - GREENACRES CITY (1983) AD8473 AD8473 *CURRENT SURVEY CONTROL AD8473 ___________________________________________________________________ AD8473* NAD 83(1999)- 26 32 33.33174(N) 080 11 53.37277(W) ADJUSTED AD8473* NAVD 88 - 5.4 (meters) 18. (feet) VERTCON AD8473 ___________________________________________________________________ AD8473 X - 972,025.307 (meters) COMP AD8473 Y - -5,626,348.525 (meters) COMP AD8473 Z - 2,832,958.247 (meters) COMP AD8473 LAPLACE CORR- -2.74 (seconds) DEFLEC99 AD8473 ELLIP HEIGHT- -20.32 (meters) (07/06/01) GPS OBS AD8473 GEOID HEIGHT- -25.69 (meters) GEOID99 AD8473 AD8473 HORZ ORDER - FIRST AD8473 ELLP ORDER - FOURTH CLASS II AD8473 AD8473.The horizontal coordinates were established by GPS observations AD8473.and adjusted by the National Geodetic Survey in July 2001. AD8473 AD8473.The NAVD 88 height was computed by applying the VERTCON shift value to AD8473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8473 AD8473.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8473 AD8473.The Laplace correction was computed from DEFLEC99 derived deflections. AD8473 AD8473.The ellipsoidal height was determined by GPS observations AD8473.and is referenced to NAD 83. AD8473 AD8473.The geoid height was determined by GEOID99. AD8473 AD8473; North East Units Scale Converg. AD8473;SPC FL E - 244,976.129 279,902.981 MT 1.00001997 +0 21 30.0 AD8473;UTM 17 - 2,936,024.526 579,875.719 MT 0.99967877 +0 21 30.0 AD8473 AD8473: Primary Azimuth Mark Grid Az AD8473:SPC FL E - PBF 54 089 33 40.5 AD8473:UTM 17 - PBF 54 089 33 40.5 AD8473 AD8473|---------------------------------------------------------------------| AD8473| PID Reference Object Distance Geod. Az | AD8473| dddmmss.s | AD8473| AD8474 PBF 54 APPROX. 0.8 KM 0895510.5 | AD8473|---------------------------------------------------------------------| AD8473 AD8473 SUPERSEDED SURVEY CONTROL AD8473 AD8473 NAD 83(1990)- 26 32 33.33025(N) 080 11 53.37196(W) AD( ) 1 AD8473 ELLIP H (08/13/93) -20.32 (m) GP( ) 4 1 AD8473 NAD 83(1990)- 26 32 33.33025(N) 080 11 53.37195(W) AD( ) 1 AD8473 ELLIP H (03/31/93) -20.32 (m) GP( ) 4 1 AD8473 NGVD 29 (03/31/93) 5.9 (m) 19. (f) GPS OBS AD8473 AD8473.Superseded values are not recommended for survey control. AD8473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8473.See file dsdata.txt to determine how the superseded data were derived. AD8473 AD8473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7987636025(NAD 83) AD8473_MARKER: DD = SURVEY DISK AD8473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8473_STAMPING: PBF 53 AD8473_MARK LOGO: ADRGS AD8473_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8473+STABILITY: SURFACE MOTION AD8473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8473+SATELLITE: SATELLITE OBSERVATIONS - 1991 AD8473 AD8473 HISTORY - Date Condition Report By AD8473 HISTORY - 1991 MONUMENTED ADRGS AD8473 HISTORY - 20031022 MARK NOT FOUND USPSQD AD8473 AD8473 STATION DESCRIPTION AD8473 AD8473'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8473'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 (US ROUTE AD8473'441) AND LANTANA ROAD (STATE ROUTE 812), GO SOUTH ON STATE ROUTE 7 AD8473'FOR 3.4 MI (5.47 KM) TO A WOODEN BRIDGE TO THE EAST, 0.25 MI AD8473'(0.40 KM) SOUTH OF 87TH PLACE SOUTH. TURN LEFT ACROSS THE WOODEN AD8473'BRIDGE AND GO EAST ALONG A FARM ROAD BETWEEN TWO EAST-WEST CANALS FOR AD8473'0.45 MI (0.72 KM) TO THE STATION ON THE LEFT, ON THE TOP OF A 3 FEET AD8473'HIGH BERM. THE STATION IS 28 FEET NORTH OF THE NORTH BANK OF AN EAST AD8473'WEST RUNNING CANAL. AD8473'THE STATION IS EAST 18.77 FT (5.72 M) FROM A REBAR SET FLUSH WITH THE AD8473'GROUND ON THE NORTH SIDE OF THE SAND ROAD, WEST 27.76 FT (8.46 M) AD8473'FROM A REBAR SET FLUSH WITH THE GROUND ON THE NORTH SIDE OF THE SAND AD8473'ROAD, AND NORTH 27.91 FT (8.51 M) FROM A REBAR SET FLUSH WITH THE AD8473'GROUND ON THE SOUTH SIDE OF THE SAND ROAD. THERE WERE NO OTHER AD8473'SUITABLE REFERENCE OBJECTS. AD8473 AD8473 STATION RECOVERY (2003) AD8473 AD8473'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8473'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD8474 *********************************************************************** AD8474 DESIGNATION - PBF 54 AD8474 PID - AD8474 AD8474 STATE/COUNTY- FL/PALM BEACH AD8474 USGS QUAD - GREENACRES CITY (1983) AD8474 AD8474 *CURRENT SURVEY CONTROL AD8474 ___________________________________________________________________ AD8474* NAD 83(1999)- 26 32 33.36761(N) 080 11 24.30385(W) ADJUSTED AD8474* NAVD 88 - 5.4 (meters) 18. (feet) VERTCON AD8474 ___________________________________________________________________ AD8474 X - 972,818.123 (meters) COMP AD8474 Y - -5,626,210.925 (meters) COMP AD8474 Z - 2,832,959.199 (meters) COMP AD8474 LAPLACE CORR- -2.80 (seconds) DEFLEC99 AD8474 ELLIP HEIGHT- -20.40 (meters) (07/06/01) GPS OBS AD8474 GEOID HEIGHT- -25.71 (meters) GEOID99 AD8474 AD8474 HORZ ORDER - FIRST AD8474 ELLP ORDER - FOURTH CLASS II AD8474 AD8474.The horizontal coordinates were established by GPS observations AD8474.and adjusted by the National Geodetic Survey in July 2001. AD8474 AD8474.The NAVD 88 height was computed by applying the VERTCON shift value to AD8474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8474 AD8474.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8474 AD8474.The Laplace correction was computed from DEFLEC99 derived deflections. AD8474 AD8474.The ellipsoidal height was determined by GPS observations AD8474.and is referenced to NAD 83. AD8474 AD8474.The geoid height was determined by GEOID99. AD8474 AD8474; North East Units Scale Converg. AD8474;SPC FL E - 244,982.291 280,707.646 MT 1.00002157 +0 21 43.0 AD8474;UTM 17 - 2,936,030.686 580,680.109 MT 0.99968036 +0 21 43.0 AD8474 AD8474: Primary Azimuth Mark Grid Az AD8474:SPC FL E - PBF 53 269 33 40.5 AD8474:UTM 17 - PBF 53 269 33 40.5 AD8474 AD8474|---------------------------------------------------------------------| AD8474| PID Reference Object Distance Geod. Az | AD8474| dddmmss.s | AD8474| AD8473 PBF 53 APPROX. 0.8 KM 2695523.5 | AD8474|---------------------------------------------------------------------| AD8474 AD8474 SUPERSEDED SURVEY CONTROL AD8474 AD8474 NAD 83(1990)- 26 32 33.36612(N) 080 11 24.30304(W) AD( ) 1 AD8474 ELLIP H (08/13/93) -20.40 (m) GP( ) 4 1 AD8474 NAD 83(1990)- 26 32 33.36613(N) 080 11 24.30302(W) AD( ) 1 AD8474 ELLIP H (03/31/93) -20.40 (m) GP( ) 4 1 AD8474 NGVD 29 (03/31/93) 5.8 (m) 19. (f) GPS OBS AD8474 AD8474.Superseded values are not recommended for survey control. AD8474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8474.See file dsdata.txt to determine how the superseded data were derived. AD8474 AD8474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8068036031(NAD 83) AD8474_MARKER: DD = SURVEY DISK AD8474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8474_STAMPING: PBF 54 AD8474_MARK LOGO: ADRGS AD8474_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8474+STABILITY: SURFACE MOTION AD8474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8474+SATELLITE: SATELLITE OBSERVATIONS - 1991 AD8474 AD8474 HISTORY - Date Condition Report By AD8474 HISTORY - 1991 MONUMENTED ADRGS AD8474 HISTORY - 20031022 MARK NOT FOUND USPSQD AD8474 AD8474 STATION DESCRIPTION AD8474 AD8474'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8474'TO REACH THE STATION FROM THE INTERSECTION OF LANTANA ROAD (STATE AD8474'ROUTE 812) AND STATE ROUTE 7 (US ROUTE 441), GO SOUTH ON STATE ROUTE AD8474'7 FOR 3.4 MI (5.47 KM) TO A WOODEN BRIDGE TO THE EAST. TURN LEFT AND AD8474'GO EAST ALONG A FARM ROAD BETWEEN TWO EAST-WEST CANALS FOR 0.9 MI AD8474'(1.45 KM) TO THE STATION ON THE RIGHT ON A BERM, 17 FEET SOUTH OF THE AD8474'CENTER OF THE ROAD. AD8474'THE STATION IS SOUTHEAST 44.00 FT (13.41 M) FROM A REBAR SET FLUSH AD8474'WITH THE GROUND ON THE NORTH SIDE OF THE SHELL ROAD, SOUTH 33.63 FT AD8474'(10.25 M) FROM A REBAR SET FLUSH WITH THE GROUND ON THE NORTH SIDE OF AD8474'THE SHELL ROAD, AND SOUTHWEST 43.20 FT (13.17 M) FROM A REBAR SET AD8474'FLUSH WITH THE GROUND ON THE NORTH SIDE OF THE SHELL ROAD. THERE WERE AD8474'NO OTHER SUITABLE REFERENCE OBJECTS. AD8474 AD8474 STATION RECOVERY (2003) AD8474 AD8474'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8474'LOCATION OF MARK IS IN A HOUSING DEVELOPMENT UNDER CONSTRUCTION 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD8485 *********************************************************************** AD8485 DESIGNATION - PBF 65 AD8485 PID - AD8485 AD8485 STATE/COUNTY- FL/PALM BEACH AD8485 USGS QUAD - UNIVERSITY PARK (1983) AD8485 AD8485 *CURRENT SURVEY CONTROL AD8485 ___________________________________________________________________ AD8485* NAD 83(1999)- 26 29 01.04886(N) 080 11 49.62760(W) ADJUSTED AD8485* NAVD 88 - 5.3 (meters) 17. (feet) VERTCON AD8485 ___________________________________________________________________ AD8485 X - 972,624.010 (meters) COMP AD8485 Y - -5,629,204.700 (meters) COMP AD8485 Z - 2,827,111.965 (meters) COMP AD8485 LAPLACE CORR- -2.79 (seconds) DEFLEC99 AD8485 ELLIP HEIGHT- -20.42 (meters) (07/06/01) GPS OBS AD8485 GEOID HEIGHT- -25.65 (meters) GEOID99 AD8485 AD8485 HORZ ORDER - FIRST AD8485 ELLP ORDER - FOURTH CLASS II AD8485 AD8485.The horizontal coordinates were established by GPS observations AD8485.and adjusted by the National Geodetic Survey in July 2001. AD8485 AD8485.The NAVD 88 height was computed by applying the VERTCON shift value to AD8485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8485 AD8485.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8485 AD8485.The Laplace correction was computed from DEFLEC99 derived deflections. AD8485 AD8485.The ellipsoidal height was determined by GPS observations AD8485.and is referenced to NAD 83. AD8485 AD8485.The geoid height was determined by GEOID99. AD8485 AD8485; North East Units Scale Converg. AD8485;SPC FL E - 238,443.420 280,047.525 MT 1.00002026 +0 21 29.0 AD8485;UTM 17 - 2,929,494.045 580,020.213 MT 0.99967905 +0 21 29.0 AD8485 AD8485: Primary Azimuth Mark Grid Az AD8485:SPC FL E - PBF 66 089 07 52.3 AD8485:UTM 17 - PBF 66 089 07 52.3 AD8485 AD8485|---------------------------------------------------------------------| AD8485| PID Reference Object Distance Geod. Az | AD8485| dddmmss.s | AD8485| AD8486 PBF 66 APPROX. 0.6 KM 0892921.3 | AD8485|---------------------------------------------------------------------| AD8485 AD8485 SUPERSEDED SURVEY CONTROL AD8485 AD8485 NAD 83(1990)- 26 29 01.04745(N) 080 11 49.62651(W) AD( ) 1 AD8485 ELLIP H (08/13/93) -20.43 (m) GP( ) 4 1 AD8485 NAD 83(1990)- 26 29 01.04755(N) 080 11 49.62624(W) AD( ) 1 AD8485 ELLIP H (03/31/93) -20.44 (m) GP( ) 4 1 AD8485 NGVD 29 (03/31/93) 5.7 (m) 19. (f) GPS OBS AD8485 AD8485.Superseded values are not recommended for survey control. AD8485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8485.See file dsdata.txt to determine how the superseded data were derived. AD8485 AD8485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8002029494(NAD 83) AD8485_MARKER: DD = SURVEY DISK AD8485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8485_STAMPING: PBF 65 AD8485_MARK LOGO: ADRGS AD8485_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8485+STABILITY: SURFACE MOTION AD8485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8485+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003 AD8485 AD8485 HISTORY - Date Condition Report By AD8485 HISTORY - 1991 MONUMENTED ADRGS AD8485 HISTORY - 20031022 GOOD USPSQD AD8485 AD8485 STATION DESCRIPTION AD8485 AD8485'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8485'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 (US ROUTE AD8485'441) AND ATLANTIC AVENUE (STATE ROUTE 806), GO NORTH ON STATE ROUTE 7 AD8485'FOR 2.1 MI (3.38 KM) TO 130TH STREET SOUTH AND A WOODEN BRIDGE GOING AD8485'EAST OVER THE NORTH-SOUTH CANAL ON THE EAST SIDE OF STATE ROUTE 7. AD8485'THIS BRIDGE IS JUST NORTH OF THE L-30 CANAL RUNNING TO TO THE EAST. AD8485'TURN RIGHT AND GO EAST ON 130TH STREET SOUTH (A SHELL ROAD) FOR 0.5 AD8485'MI (0.80 KM) TO A SIGN ON THE LEFT FOR T AND V FARMS AND THE AD8485'STATION ON THE RIGHT, ON THE SOUTH EDGE OF THE ROAD, AT THE ENTRANCE AD8485'TO A FARM FIELD. THE STATION IS 1 FOOT BELOW THE GROUND SURFACE. AD8485'THE STATION IS SOUTHEAST 67.00 FT (20.42 M) FROM A DOUBLE HEADED NAIL AD8485'AND TIN TAB SET ON THE EAST SIDE OF AN 8 INCH TREE, SOUTH 112.43 FT AD8485'(34.27 M) FROM AN X-CUT IN THE TOP OF A STEEL H BEAM POST ON THE WEST AD8485'SIDE OF THE FARM ROAD TO THE NORTH, AND SOUTH 115.05 FT (35.07 M) AD8485'FROM AN X CUT ON THE TOP OF THE WEST SIDE OF A STEEL H-BEAM POST ON AD8485'THE EAST SIDE OF THE FARM ROAD. AD8485 AD8485 STATION RECOVERY (2003) AD8485 AD8485'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8485'MARK IS 5 FEET 5 INCHES FROM WITNESS POST. DUG AND REFILLED HOLE. AD8485'DUE TO ROAD SCRAPING MARK IS NOW APPROX 10 INCHES BELOW GRADE 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD8486 *********************************************************************** AD8486 DESIGNATION - PBF 66 AD8486 PID - AD8486 AD8486 STATE/COUNTY- FL/PALM BEACH AD8486 USGS QUAD - UNIVERSITY PARK (1983) AD8486 AD8486 *CURRENT SURVEY CONTROL AD8486 ___________________________________________________________________ AD8486* NAD 83(1999)- 26 29 01.22732(N) 080 11 27.32091(W) ADJUSTED AD8486* NAVD 88 - 5.8 (meters) 19. (feet) VERTCON AD8486 ___________________________________________________________________ AD8486 X - 973,232.442 (meters) COMP AD8486 Y - -5,629,097.527 (meters) COMP AD8486 Z - 2,827,117.113 (meters) COMP AD8486 LAPLACE CORR- -2.82 (seconds) DEFLEC99 AD8486 ELLIP HEIGHT- -19.90 (meters) (07/06/01) GPS OBS AD8486 GEOID HEIGHT- -25.66 (meters) GEOID99 AD8486 AD8486 HORZ ORDER - FIRST AD8486 ELLP ORDER - FOURTH CLASS II AD8486 AD8486.The horizontal coordinates were established by GPS observations AD8486.and adjusted by the National Geodetic Survey in July 2001. AD8486 AD8486.The NAVD 88 height was computed by applying the VERTCON shift value to AD8486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8486 AD8486.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8486 AD8486.The Laplace correction was computed from DEFLEC99 derived deflections. AD8486 AD8486.The ellipsoidal height was determined by GPS observations AD8486.and is referenced to NAD 83. AD8486 AD8486.The geoid height was determined by GEOID99. AD8486 AD8486; North East Units Scale Converg. AD8486;SPC FL E - 238,452.788 280,665.288 MT 1.00002148 +0 21 39.0 AD8486;UTM 17 - 2,929,503.410 580,637.766 MT 0.99968028 +0 21 39.0 AD8486 AD8486: Primary Azimuth Mark Grid Az AD8486:SPC FL E - PBF 65 269 07 52.3 AD8486:UTM 17 - PBF 65 269 07 52.3 AD8486 AD8486|---------------------------------------------------------------------| AD8486| PID Reference Object Distance Geod. Az | AD8486| dddmmss.s | AD8486| AD8485 PBF 65 APPROX. 0.6 KM 2692931.3 | AD8486|---------------------------------------------------------------------| AD8486 AD8486 SUPERSEDED SURVEY CONTROL AD8486 AD8486 NAD 83(1990)- 26 29 01.22591(N) 080 11 27.31983(W) AD( ) 1 AD8486 ELLIP H (08/13/93) -19.91 (m) GP( ) 4 1 AD8486 NAD 83(1990)- 26 29 01.22600(N) 080 11 27.31957(W) AD( ) 1 AD8486 ELLIP H (03/31/93) -19.92 (m) GP( ) 4 1 AD8486 NGVD 29 (03/31/93) 6.3 (m) 21. (f) GPS OBS AD8486 AD8486.Superseded values are not recommended for survey control. AD8486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8486.See file dsdata.txt to determine how the superseded data were derived. AD8486 AD8486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8063829503(NAD 83) AD8486_MARKER: DD = SURVEY DISK AD8486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8486_STAMPING: PBF 66 AD8486_MARK LOGO: ADRGS AD8486_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8486+STABILITY: SURFACE MOTION AD8486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8486+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003 AD8486 AD8486 HISTORY - Date Condition Report By AD8486 HISTORY - 1991 MONUMENTED ADRGS AD8486 HISTORY - 20031022 GOOD USPSQD AD8486 AD8486 STATION DESCRIPTION AD8486 AD8486'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8486'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 (US ROUTE AD8486'441) AND ATLANTIC AVENUE (STATE ROUTE 806), GO NORTH ON STATE ROUTE 7 AD8486'FOR 2.1 MI (3.38 KM) TO 130TH STREET SOUTH AND A WOODEN BRIDGE GOING AD8486'EAST OVER THE NORTH-SOUTH CANAL ON THE EAST SIDE OF STATE ROUTE 7. AD8486'THIS BRIDGE IS JUST NORTH OF THE L-30 CANAL WHICH RUNS TO THE EAST. AD8486'TURN RIGHT AND GO EAST ON 130TH AVENUE SOUTH (A SHELL ROAD) FOR 0.9 AD8486'MI (1.45 KM) TO THE STATION, 6 FEET SOUTH OF THE CENTERLINE OF 130TH AD8486'SOUTH, AND 835 FEET WEST OF THE CENTERLINE OF A CANAL TO THE NORTH. AD8486'THE STATION IS 1.5 FEET BELOW THE SURFACE. AD8486'THE STATION IS SOUTH 17.98 FT (5.48 M) FROM A REBAR SET ON THE NORTH AD8486'SIDE OF THE SHELL ROAD, SOUTHEAST 34.05 FT (10.38 M) FROM A REBAR SET AD8486'FLUSH WITH THE GROUND ON THE NORTH SIDE OF THE ROAD, AND NORTHEAST AD8486'17.40 FT (5.30 M) FROM A REBAR SET FLUSH WITH THE GROUND ON THE SOUTH AD8486'SIDE OF THE ROAD. THERE WERE NO OTHER SUITABLE REFERENCE OBJECTS. AD8486 AD8486 STATION RECOVERY (2003) AD8486 AD8486'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8486'MARK IS 5 FEET 4 INCHES NORTH FROM WITNESS POST. DUG AND REFILLED AD8486'HOLE. DUE TO ROAD SCRAPING MARK IS NOW APPROX 14 INCHES BELOW GRADE 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AJ8775 *********************************************************************** AJ8775 DESIGNATION - R 537 AJ8775 PID - AJ8775 AJ8775 STATE/COUNTY- FL/PALM BEACH AJ8775 USGS QUAD - WEST OF DELTA (1984) AJ8775 AJ8775 *CURRENT SURVEY CONTROL AJ8775 ___________________________________________________________________ AJ8775* NAD 83(1999)- 26 46 30.73521(N) 080 17 44.94869(W) ADJUSTED AJ8775* NAVD 88 - 5.713 (meters) 18.74 (feet) ADJUSTED AJ8775 ___________________________________________________________________ AJ8775 X - 960,484.660 (meters) COMP AJ8775 Y - -5,616,598.898 (meters) COMP AJ8775 Z - 2,855,991.319 (meters) COMP AJ8775 LAPLACE CORR- -2.41 (seconds) DEFLEC99 AJ8775 ELLIP HEIGHT- -20.31 (meters) (12/12/02) GPS OBS AJ8775 GEOID HEIGHT- -26.00 (meters) GEOID99 AJ8775 DYNAMIC HT - 5.704 (meters) 18.71 (feet) COMP AJ8775 MODELED GRAV- 979,110.5 (mgal) NAVD 88 AJ8775 AJ8775 HORZ ORDER - FIRST AJ8775 VERT ORDER - FIRST CLASS II AJ8775 ELLP ORDER - THIRD CLASS I AJ8775 AJ8775.The horizontal coordinates were established by GPS observations AJ8775.and adjusted by the National Geodetic Survey in December 2002. AJ8775 AJ8775.The orthometric height was determined by differential leveling AJ8775.and adjusted by the National Geodetic Survey in May 2002. AJ8775 AJ8775.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8775 AJ8775.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8775 AJ8775.The ellipsoidal height was determined by GPS observations AJ8775.and is referenced to NAD 83. AJ8775 AJ8775.The geoid height was determined by GEOID99. AJ8775 AJ8775.The dynamic height is computed by dividing the NAVD 88 AJ8775.geopotential number by the normal gravity value computed on the AJ8775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ8775.degrees latitude (g = 980.6199 gals.). AJ8775 AJ8775.The modeled gravity was interpolated from observed gravity values. AJ8775 AJ8775; North East Units Scale Converg. AJ8775;SPC FL E - 270,691.619 270,028.777 MT 1.00000170 +0 19 02.1 AJ8775;UTM 17 - 2,961,731.242 570,004.883 MT 0.99966050 +0 19 02.1 AJ8775 AJ8775 SUPERSEDED SURVEY CONTROL AJ8775 AJ8775 NAVD 88 (12/12/02) 5.71 (m) 18.7 (f) LEVELING 3 AJ8775 AJ8775.Superseded values are not recommended for survey control. AJ8775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ8775.See file dsdata.txt to determine how the superseded data were derived. AJ8775 AJ8775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7000561731(NAD 83) AJ8775_MARKER: DD = SURVEY DISK AJ8775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ8775_STAMPING: R 537 2001 CERP AJ8775_MARK LOGO: USE AJ8775_PROJECTION: RECESSED 10 CENTIMETERS AJ8775_MAGNETIC: O = OTHER; SEE DESCRIPTION AJ8775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ8775+STABILITY: SURFACE MOTION AJ8775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8775+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2002 AJ8775 AJ8775 HISTORY - Date Condition Report By AJ8775 HISTORY - 20011001 MONUMENTED MOREKL AJ8775 HISTORY - 20020419 GOOD MAPTEC AJ8775 HISTORY - 20020606 GOOD JCLS AJ8775 AJ8775 STATION DESCRIPTION AJ8775 AJ8775'DESCRIBED BY MORGAN AND EKLUND INC 2001 (MAB) AJ8775'THE STATION IS LOCATED ABOUT 22.5 KM (14.0 MILES) NORTHWEST OF PALM AJ8775'BEACH INTERNATIONAL AJ8775'AIRPORT, ABOUT 23.5 KM (14.6 MILES) WEST OF RIVIERA BEACH, ABOUT 16.4 AJ8775'KM (10.2 MILES) SOUTH OF AJ8775'THE PALM BEACH RACEWAY IN SECTION 36, TOWNSHIP 42 SOUTH, RANGE 40 AJ8775'EAST. AJ8775' AJ8775'OWNERSHIP PALM BEACH COUNTY. AJ8775' AJ8775'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 7 / U.S 441 AJ8775'AND STATE ROAD 80 / AJ8775'U.S. 98 (SOUTHERN BLVD.), GO WEST ON STATE ROAD 80 / U.S. 441 FOR 10.8 AJ8775'KM (6.7 MILES) TO THE AJ8775'INTERSECTION WITH SEMINOLE PRATT WHITNEY ROAD, TURN RIGHT AND GO NORTH AJ8775'ON SEMINOLE AJ8775'PRATT WHITNEY ROAD FOR 10.8 KM (6.7 MILES) TO THE MARK ON THE RIGHT IN AJ8775'A CURVE OF THE AJ8775'ROADWAY. AJ8775' AJ8775'THE MARK IS 79.2 KM (260.0 FEET) NORTH OF THE CENTERLINE OF 67TH COURT AJ8775'NORTH, 22.2 METERS AJ8775'(72.8 FEET) EAST OF THE CENTERLINE OF SEMINOLE PRATT WHITNEY ROAD, AJ8775'18.9 METERS (62.0 FEET) AJ8775'SOUTH OF THE CENTERLINE OF A CANAL , 8.0 METERS (26.3 FEET) NORTHEAST AJ8775'OF THE NORTHEAST AJ8775'CORNER OF A DRAINAGE INLET AND 2.5 METERS (8.2 FEET) WEST OF A AJ8775'CARSONITE WITNESS POST. AJ8775' AJ8775'NOTE A MAGNET WAS PLACED 0.21 METERS (0.7 FEET) SOUTH OF AND 0.1 AJ8775'METERS (0.3 FEET) BELOW AJ8775' THE MARK. AJ8775' AJ8775' AJ8775 AJ8775 STATION RECOVERY (2002) AJ8775 AJ8775'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP) AJ8775'THE STATION IS LOCATED ABOUT 22.5 KM (14.0 MILES) NORTHWEST OF PALM AJ8775'BEACH INTERNATIONAL AJ8775'AIRPORT, ABOUT 23.5 KM (14.6 MILES) WEST OF RIVIERA BEACH, ABOUT 16.4 AJ8775'KM (10.2 MILES) SOUTH OF AJ8775'THE PALM BEACH RACEWAY IN SECTION 36, TOWNSHIP 42 SOUTH, RANGE 40 AJ8775'EAST. AJ8775' AJ8775'OWNERSHIP PALM BEACH COUNTY. AJ8775' AJ8775'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 7 / U.S 441 AJ8775'AND STATE ROAD 80 / AJ8775'U.S. 98 (SOUTHERN BLVD.), GO WEST ON STATE ROAD 80 / U.S. 441 FOR 10.8 AJ8775'KM (6.7 MILES) TO THE AJ8775'INTERSECTION WITH SEMINOLE PRATT WHITNEY ROAD, TURN RIGHT AND GO NORTH AJ8775'ON SEMINOLE AJ8775'PRATT WHITNEY ROAD FOR 10.8 KM (6.7 MILES) TO THE MARK ON THE RIGHT IN AJ8775'A CURVE OF THE AJ8775'ROADWAY. AJ8775' AJ8775'THE MARK IS 79.2 KM (260.0 FEET) NORTH OF THE CENTERLINE OF 67TH COURT AJ8775'NORTH, 22.2 METERS AJ8775'(72.8 FEET) EAST OF THE CENTERLINE OF SEMINOLE PRATT WHITNEY ROAD, AJ8775'18.9 METERS (62.0 FEET) AJ8775'SOUTH OF THE CENTERLINE OF A CANAL , 8.0 METERS (26.3 FEET) NORTHEAST AJ8775'OF THE NORTHEAST AJ8775'CORNER OF A DRAINAGE INLET AND 2.5 METERS (8.2 FEET) WEST OF A AJ8775'CARSONITE WITNESS POST. AJ8775' AJ8775'NOTE A MAGNET WAS PLACED 0.21 METERS (0.7 FEET) SOUTH OF AND 0.1 AJ8775'METERS (0.3 FEET) BELOW AJ8775' THE MARK. AJ8775' AJ8775'STATION RECOVERY (2002) AJ8775'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP) AJ8775'RECOVERED AS DESCRIBED. AJ8775' AJ8775' AJ8775 AJ8775 STATION RECOVERY (2002) AJ8775 AJ8775'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 AJ8775'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD8548 *********************************************************************** AD8548 DESIGNATION - STANLEY AD8548 PID - AD8548 AD8548 STATE/COUNTY- FL/PALM BEACH AD8548 USGS QUAD - UNIVERSITY PARK (1983) AD8548 AD8548 *CURRENT SURVEY CONTROL AD8548 ___________________________________________________________________ AD8548* NAD 83(1999)- 26 27 19.80743(N) 080 12 15.38500(W) ADJUSTED AD8548* NAVD 88 - 5.4 (meters) 18. (feet) VERTCON AD8548 ___________________________________________________________________ AD8548 X - 972,157.364 (meters) COMP AD8548 Y - -5,630,694.816 (meters) COMP AD8548 Z - 2,824,322.829 (meters) COMP AD8548 LAPLACE CORR- -2.75 (seconds) DEFLEC99 AD8548 ELLIP HEIGHT- -20.25 (meters) (07/06/01) GPS OBS AD8548 GEOID HEIGHT- -25.61 (meters) GEOID99 AD8548 AD8548 HORZ ORDER - FIRST AD8548 ELLP ORDER - FOURTH CLASS II AD8548 AD8548.The horizontal coordinates were established by GPS observations AD8548.and adjusted by the National Geodetic Survey in July 2001. AD8548 AD8548.The NAVD 88 height was computed by applying the VERTCON shift value to AD8548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8548 AD8548.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8548 AD8548.The Laplace correction was computed from DEFLEC99 derived deflections. AD8548 AD8548.The ellipsoidal height was determined by GPS observations AD8548.and is referenced to NAD 83. AD8548 AD8548.The geoid height was determined by GEOID99. AD8548 AD8548; North East Units Scale Converg. AD8548;SPC FL E - 235,323.130 279,353.447 MT 1.00001889 +0 21 16.3 AD8548;UTM 17 - 2,926,374.820 579,326.372 MT 0.99967769 +0 21 16.3 AD8548 AD8548 SUPERSEDED SURVEY CONTROL AD8548 AD8548 NAD 83(1990)- 26 27 19.80601(N) 080 12 15.38391(W) AD( ) 1 AD8548 ELLIP H (08/13/93) -20.26 (m) GP( ) 4 1 AD8548 NAD 83(1990)- 26 27 19.80612(N) 080 12 15.38362(W) AD( ) 1 AD8548 ELLIP H (03/31/93) -20.27 (m) GP( ) 4 1 AD8548 NGVD 29 (03/31/93) 5.9 (m) 19. (f) GPS OBS AD8548 AD8548.Superseded values are not recommended for survey control. AD8548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8548.See file dsdata.txt to determine how the superseded data were derived. AD8548 AD8548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7932626375(NAD 83) AD8548_MARKER: DD = SURVEY DISK AD8548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8548_STAMPING: STANLEY AD8548_MARK LOGO: FL-099 AD8548_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8548+STABILITY: SURFACE MOTION AD8548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8548+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991 AD8548 AD8548 HISTORY - Date Condition Report By AD8548 HISTORY - UNK MONUMENTED FL-099 AD8548 HISTORY - 19910810 GOOD ADRGS AD8548 HISTORY - 20031022 MARK NOT FOUND USPSQD AD8548 AD8548 STATION DESCRIPTION AD8548 AD8548'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8548'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 (US AD8548'HIGHWAY 441) AND WEST ATLANTIC AVENUE (STATE ROUTE 806), GO NORTH ON AD8548'STATE ROUTE 7 FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT. THE AD8548'STATION IS ON THE EAST SIDE OF THE GUARD RAILS ON THE EAST SIDE OF AD8548'STATE ROUTE 7. AD8548'THE STATION IS SOUTH 15.35 FEET FROM AN X-CUT IN THE TOP OF A GUARD AD8548'RAIL H-BEAM, NORTH 48.40 FT (14.75 M) FROM AN X-CUT IN THE NORTHWEST AD8548'CORNER OF A CONCRETE HEADWALL, AND NORTH 9.72 FEET FROM AN X-CUT IN AD8548'THE TOP OF A H-BEAM GUARD RAIL POST. AD8548 AD8548 STATION RECOVERY (2003) AD8548 AD8548'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8548'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AD8603 *********************************************************************** AD8603 DESIGNATION - T45S R41 42E SECS 13 18 19 24 AD8603 PID - AD8603 AD8603 STATE/COUNTY- FL/PALM BEACH AD8603 USGS QUAD - GREENACRES CITY (1983) AD8603 AD8603 *CURRENT SURVEY CONTROL AD8603 ___________________________________________________________________ AD8603* NAD 83(1999)- 26 32 33.55383(N) 080 12 19.19903(W) ADJUSTED AD8603* NAVD 88 - 5.5 (meters) 18. (feet) VERTCON AD8603 ___________________________________________________________________ AD8603 X - 971,320.329 (meters) COMP AD8603 Y - -5,626,467.292 (meters) COMP AD8603 Z - 2,832,964.420 (meters) COMP AD8603 LAPLACE CORR- -2.69 (seconds) DEFLEC99 AD8603 ELLIP HEIGHT- -20.19 (meters) (07/06/01) GPS OBS AD8603 GEOID HEIGHT- -25.67 (meters) GEOID99 AD8603 AD8603 HORZ ORDER - FIRST AD8603 ELLP ORDER - FOURTH CLASS II AD8603 AD8603.The horizontal coordinates were established by GPS observations AD8603.and adjusted by the National Geodetic Survey in July 2001. AD8603 AD8603.The NAVD 88 height was computed by applying the VERTCON shift value to AD8603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8603 AD8603.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8603 AD8603.The Laplace correction was computed from DEFLEC99 derived deflections. AD8603 AD8603.The ellipsoidal height was determined by GPS observations AD8603.and is referenced to NAD 83. AD8603 AD8603.The geoid height was determined by GEOID99. AD8603 AD8603; North East Units Scale Converg. AD8603;SPC FL E - 244,978.513 279,188.030 MT 1.00001857 +0 21 18.5 AD8603;UTM 17 - 2,936,026.909 579,161.011 MT 0.99967736 +0 21 18.5 AD8603 AD8603 SUPERSEDED SURVEY CONTROL AD8603 AD8603 NAD 83(1990)- 26 32 33.55231(N) 080 12 19.19827(W) AD( ) 1 AD8603 ELLIP H (08/13/93) -20.19 (m) GP( ) 4 1 AD8603 NAD 83(1990)- 26 32 33.55231(N) 080 12 19.19828(W) AD( ) 1 AD8603 ELLIP H (03/31/93) -20.19 (m) GP( ) 4 1 AD8603 NGVD 29 (03/31/93) 6.0 (m) 20. (f) GPS OBS AD8603 AD8603.Superseded values are not recommended for survey control. AD8603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8603.See file dsdata.txt to determine how the superseded data were derived. AD8603 AD8603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7916136027(NAD 83) AD8603_MARKER: DD = SURVEY DISK AD8603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8603_STAMPING: 13/24 18/19 AD8603_MARK LOGO: FL-099 AD8603_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8603+STABILITY: SURFACE MOTION AD8603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8603+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991 AD8603 AD8603 HISTORY - Date Condition Report By AD8603 HISTORY - UNK MONUMENTED FL-099 AD8603 HISTORY - 19910810 GOOD ADRGS AD8603 HISTORY - 20031022 MARK NOT FOUND USPSQD AD8603 AD8603 STATION DESCRIPTION AD8603 AD8603'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8603'TO REACH THE STATION FROM THE INTERSECTION OF BOYNTON BEACH BOULEVARD AD8603'(STATE ROUTE 804) AND STATE ROUTE 7 (US HIGHWAY 441), GO NORTH ON AD8603'STATE ROUTE 7 FOR 1.05 MI (1.69 KM) TO THE STATION ON THE RIGHT. AD8603'THE STATION IS SOUTHWEST 12.29 FT (3.75 M) FROM A NAIL AND TIN TAB IN AD8603'THE TOP OF A GUARD RAIL POST, EAST 9.05 FT (2.76 M) FROM THREE AD8603'VERTICAL PUNCH HOLES SET IN THE FACE OF A GUARD RAIL POST, AND AD8603'NORTHWEST 12.04 FT (3.67 M) FROM A NAIL AND TIN TAB IN THE TOP OF A AD8603'GUARD RAIL POST. THE STATION IS 2 FEET EAST OF THE EAST EDGE OF AD8603'PAVEMENT OF STATE ROUTE 7, AND IS 9 FEET WEST OF A PALM BEACH COUNTY AD8603'SURVEY WITNESS SIGN AND POST. AD8603 AD8603 STATION RECOVERY (2003) AD8603 AD8603'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8603'MARK NOT FOUND.