1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 AD0722 *********************************************************************** AD0722 DESIGNATION - 872 2627 TIDAL 3 AD0722 PID - AD0722 AD0722 STATE/COUNTY- FL/PALM BEACH AD0722 USGS QUAD - LAKE HARBOR (1970) AD0722 AD0722 *CURRENT SURVEY CONTROL AD0722 ___________________________________________________________________ AD0722* NAD 83(1986)- 26 41 36. (N) 080 48 25. (W) SCALED AD0722* NAVD 88 - 5.358 (meters) 17.58 (feet) ADJUSTED AD0722 ___________________________________________________________________ AD0722 GEOID HEIGHT- -24.92 (meters) GEOID03 AD0722 DYNAMIC HT - 5.349 (meters) 17.55 (feet) COMP AD0722 MODELED GRAV- 979,104.9 (mgal) NAVD 88 AD0722 AD0722 VERT ORDER - FIRST CLASS II AD0722 AD0722.The horizontal coordinates were scaled from a topographic map and have AD0722.an estimated accuracy of +/- 6 seconds. AD0722 AD0722.The orthometric height was determined by differential leveling AD0722.and adjusted by the National Geodetic Survey in September 1992. AD0722.WARNING-Repeat measurements at this control monument indicate possible AD0722.vertical movement. AD0722 AD0722.The geoid height was determined by GEOID03. AD0722 AD0722.The dynamic height is computed by dividing the NAVD 88 AD0722.geopotential number by the normal gravity value computed on the AD0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD0722.degrees latitude (g = 980.6199 gals.). AD0722 AD0722.The modeled gravity was interpolated from observed gravity values. AD0722 AD0722; North East Units Estimated Accuracy AD0722;SPC FL E - 261,440. 219,210. MT (+/- 180 meters Scaled) AD0722 AD0722 SUPERSEDED SURVEY CONTROL AD0722 AD0722 NAVD 88 (06/15/91) 5.668 (m) 18.60 (f) UNKNOWN 1 2 AD0722 NGVD 29 (09/01/92) 5.784 (m) 18.98 (f) ADJUSTED 1 2 AD0722 AD0722.Superseded values are not recommended for survey control. AD0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD0722.See file dsdata.txt to determine how the superseded data were derived. AD0722 AD0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK192524(NAD 83) AD0722_MARKER: DB = BENCH MARK DISK AD0722_SETTING: 37 = SET IN A MASSIVE RETAINING WALL AD0722_SP_SET: RETAINING WALL AD0722_STAMPING: NO 3 1952 AD0722_MARK LOGO: CGS AD0722_MAGNETIC: N = NO MAGNETIC MATERIAL AD0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD0722+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005 AD0722 AD0722 HISTORY - Date Condition Report By AD0722 HISTORY - 1952 MONUMENTED CGS AD0722 HISTORY - 19920317 GOOD NGS AD0722 HISTORY - 20050719 GOOD MCKIM AD0722 AD0722 STATION DESCRIPTION AD0722 AD0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AD0722'0.1 KM (0.05 MI) EASTERLY ALONG CORKSCREW ROAD FROM THE POST OFFICE AD0722'IN LAKE HARBOR, IN TOP OF AND 0.7 M (2.3 FT) NORTH OF THE SOUTH END AD0722'OF THE EAST CONCRETE RETAINING WALL OF AN ABANDONED CANAL LOCK, 52.3 AD0722'M (171.6 FT) NORTH OF THE CENTERLINE OF THE ROAD, 4.1 M (13.5 FT) AD0722'WEST OF THE EAST END OF THE RETAINING WALL, 1.0 M (3.3 FT) BELOW THE AD0722'LEVEL OF THE ROAD, AND 1.0 M (3.3 FT) EAST OF THE WEST EDGE OF THE AD0722'RETAINING WALL. AD0722 AD0722 STATION RECOVERY (2005) AD0722 AD0722'RECOVERY NOTE BY MCKIM AND CREED 2005 (BRH) AD0722'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 AD8343 *********************************************************************** AD8343 DESIGNATION - ANCHOR AD8343 PID - AD8343 AD8343 STATE/COUNTY- FL/PALM BEACH AD8343 USGS QUAD - RIVIERA BEACH (1983) AD8343 AD8343 *CURRENT SURVEY CONTROL AD8343 ___________________________________________________________________ AD8343* NAD 83(1999)- 26 49 04.23269(N) 080 03 28.43698(W) ADJUSTED AD8343* NAVD 88 - 3.9 (meters) 13. (feet) VERTCON AD8343 ___________________________________________________________________ AD8343 X - 983,431.027 (meters) COMP AD8343 Y - -5,610,461.894 (meters) COMP AD8343 Z - 2,860,207.096 (meters) COMP AD8343 LAPLACE CORR- -4.43 (seconds) DEFLEC99 AD8343 ELLIP HEIGHT- -22.98 (meters) (07/06/01) GPS OBS AD8343 GEOID HEIGHT- -26.90 (meters) GEOID03 AD8343 AD8343 HORZ ORDER - FIRST AD8343 ELLP ORDER - FOURTH CLASS II AD8343 AD8343.The horizontal coordinates were established by GPS observations AD8343.and adjusted by the National Geodetic Survey in July 2001. AD8343 AD8343.The NAVD 88 height was computed by applying the VERTCON shift value to AD8343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8343 AD8343.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8343 AD8343.The Laplace correction was computed from DEFLEC99 derived deflections. AD8343 AD8343.The ellipsoidal height was determined by GPS observations AD8343.and is referenced to NAD 83. AD8343 AD8343.The geoid height was determined by GEOID03. AD8343 AD8343; North East Units Scale Factor Converg. AD8343;SPC FL E - 275,569.197 293,655.322 MT 1.00004942 +0 25 30.2 AD8343;UTM 17 - 2,966,607.156 593,623.368 MT 0.99970821 +0 25 30.2 AD8343 AD8343! - Elev Factor x Scale Factor = Combined Factor AD8343!SPC FL E - 1.00000361 x 1.00004942 = 1.00005303 AD8343!UTM 17 - 1.00000361 x 0.99970821 = 0.99971182 AD8343 AD8343 SUPERSEDED SURVEY CONTROL AD8343 AD8343 NAD 83(1990)- 26 49 04.23341(N) 080 03 28.43497(W) AD( ) 1 AD8343 ELLIP H (08/13/93) -22.97 (m) GP( ) 4 1 AD8343 NAD 83(1990)- 26 49 04.23128(N) 080 03 28.43605(W) AD( ) 1 AD8343 ELLIP H (03/31/93) -22.94 (m) GP( ) 4 1 AD8343 NGVD 29 (03/31/93) 4.4 (m) 14. (f) GPS OBS AD8343 AD8343.Superseded values are not recommended for survey control. AD8343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8343.See file dsdata.txt to determine how the superseded data were derived. AD8343 AD8343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9362366607(NAD 83) AD8343_MARKER: DD = SURVEY DISK AD8343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8343_SP_SET: CONCRETE POST AD8343_STAMPING: ANCHOR AD8343_MARK LOGO: FL-099 AD8343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8343+STABILITY: SURFACE MOTION AD8343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8343+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003 AD8343 AD8343 HISTORY - Date Condition Report By AD8343 HISTORY - UNK MONUMENTED FL-099 AD8343 HISTORY - 19910810 GOOD ADRGS AD8343 HISTORY - 20010413 GOOD GCYI AD8343 HISTORY - 20030308 GOOD USPSQD AD8343 HISTORY - 20040427 MARK NOT FOUND USPSQD AD8343 HISTORY - 20050429 MARK NOT FOUND USPSQD AD8343 HISTORY - 20050626 GOOD GEOCAC AD8343 AD8343 STATION DESCRIPTION AD8343 AD8343'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8343'TO REACH THE STATION FROM THE INTERSECTION OF FEDERAL HIGHWAY (US AD8343'ROUTE 1) AND NORTHLAKE BOULEVARD IN NORTH PALM BEACH, GO 1.2 MI AD8343'(1.93 KM) NORTH ON FEDERAL HIGHWAY TO THE STATION IN THE EASTERLY AD8343'PART OF THE MEDIAN. THE STATION IS 250 FEET NORTH OF THE INTERSECTION AD8343'OF FEDERAL HIGHWAY AND LIGHTHOUSE DRIVE. AD8343'THE STATION IS NORTH 30.40 FT (9.27 M) FROM A NAIL AND TIN TAB IN A AD8343'PALM TREE, WEST 1.33 FT (0.41 M) FROM AN X-CUT IN A CURB, AND SOUTH AD8343'68.08 FT (20.75 M) FROM AN X-CUT IN THE NORTHERN RIM OF A MANHOLE. AD8343'THE STATION IS 29 FT (8.84 M) SOUTHEAST OF A PALM BEACH COUNTY AD8343'WITNESS SIGN ON THE SOUTH SIDE OF A CABBAGE PALM TREE. AD8343 AD8343 STATION RECOVERY (2001) AD8343 AD8343'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA) AD8343'RECOVERED IN GOOD CONDITION. AD8343 AD8343 STATION RECOVERY (2003) AD8343 AD8343'RECOVERY NOTE BY US POWER SQUADRON 2003 (JAT) AD8343'RECOVERED IN GOOD CONDITION. AD8343 AD8343 STATION RECOVERY (2004) AD8343 AD8343'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8343'TURN LANE ADDED AND AREA PAVED OVER AT LOCATION OF MARK AD8343 AD8343 STATION RECOVERY (2005) AD8343 AD8343'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS) AD8343'MARK NOT FOUND. AD8343 AD8343 STATION RECOVERY (2005) AD8343 AD8343'RECOVERY NOTE BY GEOCACHING 2005 (MAG) AD8343'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 AD8348 *********************************************************************** AD8348 DESIGNATION - BEREAN AD8348 PID - AD8348 AD8348 STATE/COUNTY- FL/PALM BEACH AD8348 USGS QUAD - PALM BEACH FARMS (1983) AD8348 AD8348 *CURRENT SURVEY CONTROL AD8348 ___________________________________________________________________ AD8348* NAD 83(1999)- 26 42 30.24703(N) 080 10 35.16282(W) ADJUSTED AD8348* NAVD 88 - 5.3 (meters) 17. (feet) VERTCON AD8348 ___________________________________________________________________ AD8348 X - 972,753.815 (meters) COMP AD8348 Y - -5,617,866.645 (meters) COMP AD8348 Z - 2,849,381.125 (meters) COMP AD8348 LAPLACE CORR- -2.87 (seconds) DEFLEC99 AD8348 ELLIP HEIGHT- -20.79 (meters) (07/06/01) GPS OBS AD8348 GEOID HEIGHT- -26.07 (meters) GEOID03 AD8348 AD8348 HORZ ORDER - FIRST AD8348 ELLP ORDER - FOURTH CLASS II AD8348 AD8348.The horizontal coordinates were established by GPS observations AD8348.and adjusted by the National Geodetic Survey in July 2001. AD8348 AD8348.The NAVD 88 height was computed by applying the VERTCON shift value to AD8348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8348 AD8348.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8348 AD8348.The Laplace correction was computed from DEFLEC99 derived deflections. AD8348 AD8348.The ellipsoidal height was determined by GPS observations AD8348.and is referenced to NAD 83. AD8348 AD8348.The geoid height was determined by GEOID03. AD8348 AD8348; North East Units Scale Factor Converg. AD8348;SPC FL E - 263,361.253 281,949.600 MT 1.00002406 +0 22 12.6 AD8348;UTM 17 - 2,954,403.377 581,921.639 MT 0.99968285 +0 22 12.6 AD8348 AD8348! - Elev Factor x Scale Factor = Combined Factor AD8348!SPC FL E - 1.00000327 x 1.00002406 = 1.00002733 AD8348!UTM 17 - 1.00000327 x 0.99968285 = 0.99968612 AD8348 AD8348 SUPERSEDED SURVEY CONTROL AD8348 AD8348 NAD 83(1990)- 26 42 30.24631(N) 080 10 35.16087(W) AD( ) 1 AD8348 ELLIP H (08/13/93) -20.79 (m) GP( ) 4 1 AD8348 NAD 83(1990)- 26 42 30.24581(N) 080 10 35.16164(W) AD( ) 1 AD8348 ELLIP H (03/31/93) -20.78 (m) GP( ) 4 1 AD8348 NGVD 29 (03/31/93) 5.8 (m) 19. (f) GPS OBS AD8348 AD8348.Superseded values are not recommended for survey control. AD8348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8348.See file dsdata.txt to determine how the superseded data were derived. AD8348 AD8348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8192254403(NAD 83) AD8348_MARKER: DD = SURVEY DISK AD8348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8348_SP_SET: CONCRETE POST AD8348_STAMPING: BEREAN AD8348_MARK LOGO: FL-099 AD8348_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8348+STABILITY: SURFACE MOTION AD8348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8348+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005 AD8348 AD8348 HISTORY - Date Condition Report By AD8348 HISTORY - UNK MONUMENTED FL-099 AD8348 HISTORY - 19910810 GOOD ADRGS AD8348 HISTORY - 20020318 GOOD USPSQD AD8348 HISTORY - 20030407 GOOD USPSQD AD8348 HISTORY - 20040407 GOOD USPSQD AD8348 HISTORY - 20050412 MARK NOT FOUND USPSQD AD8348 HISTORY - 20050525 GOOD T3GLOB AD8348 AD8348 STATION DESCRIPTION AD8348 AD8348'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8348'TO REACH THE STATION FROM THE INTERSECTION OF OKEECHOBEE BOULEVARD AD8348'(STATE ROUTE 704) AND THE FLORIDA TURNPIKE (EXIT 99), GO WEST ON AD8348'OKEECHOBEE BOULEVARD FOR 2.2 MI (3.54 KM) TO THE STATION ON THE LEFT, AD8348'185 FEET WEST OF THE WEST EDGE OF PAVEMENT FOR THE ENTRANCE TO BEREAN AD8348'BAPTIST TEMPLE, AND 27 FEET NORTH OF THE NORTH TOP OF SLOPE FOR AN AD8348'EAST-WEST CANAL . AD8348'THE STATION IS WEST 113.31 FT (34.54 M) FROM A NAIL AND TIN TAB SET AD8348'2.5 FEET UP THE SOUTH SIDE OF A POWER POLE, SOUTHEAST 35.96 FT AD8348'(10.96 M) FROM A NAIL AND TIN TAB SET 1.5 FEET UP THE NORTH SIDE OF A AD8348'POWER POLE WITH A WITNESS SIGN, AND EAST 123.12 FT (37.53 M) FROM A AD8348'NAIL AND TIN TAB SET 1.5 FEET UP THE NORTH SIDE OF A 14 INCH PALM. AD8348 AD8348 STATION RECOVERY (2002) AD8348 AD8348'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8348'RECOVERED IN GOOD CONDITION. AD8348 AD8348 STATION RECOVERY (2003) AD8348 AD8348'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8348'RECOVERED IN GOOD CONDITION. AD8348 AD8348 STATION RECOVERY (2004) AD8348 AD8348'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8348'RECOVERED IN GOOD CONDITION. AD8348 AD8348 STATION RECOVERY (2005) AD8348 AD8348'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS) AD8348'CANAL BANK GRADED AD8348 AD8348 STATION RECOVERY (2005) AD8348 AD8348'RECOVERY NOTE BY T3 GLOBAL STRATEGIES 2005 (BAW) AD8348'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 AD8355 *********************************************************************** AD8355 DESIGNATION - BOSA AD8355 PID - AD8355 AD8355 STATE/COUNTY- FL/PALM BEACH AD8355 USGS QUAD - PALM BEACH FARMS (1983) AD8355 AD8355 *CURRENT SURVEY CONTROL AD8355 ___________________________________________________________________ AD8355* NAD 83(1999)- 26 43 26.08568(N) 080 11 58.94014(W) ADJUSTED AD8355* NAVD 88 - 5.8 (meters) 19. (feet) VERTCON AD8355 ___________________________________________________________________ AD8355 X - 970,340.531 (meters) COMP AD8355 Y - -5,617,500.410 (meters) COMP AD8355 Z - 2,850,916.471 (meters) COMP AD8355 LAPLACE CORR- -2.71 (seconds) DEFLEC99 AD8355 ELLIP HEIGHT- -20.25 (meters) (07/06/01) GPS OBS AD8355 GEOID HEIGHT- -26.06 (meters) GEOID03 AD8355 AD8355 HORZ ORDER - FIRST AD8355 ELLP ORDER - FOURTH CLASS II AD8355 AD8355.The horizontal coordinates were established by GPS observations AD8355.and adjusted by the National Geodetic Survey in July 2001. AD8355 AD8355.The NAVD 88 height was computed by applying the VERTCON shift value to AD8355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8355 AD8355.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8355 AD8355.The Laplace correction was computed from DEFLEC99 derived deflections. AD8355 AD8355.The ellipsoidal height was determined by GPS observations AD8355.and is referenced to NAD 83. AD8355 AD8355.The geoid height was determined by GEOID03. AD8355 AD8355; North East Units Scale Factor Converg. AD8355;SPC FL E - 265,065.078 279,623.068 MT 1.00001942 +0 21 35.7 AD8355;UTM 17 - 2,956,106.620 579,595.901 MT 0.99967821 +0 21 35.7 AD8355 AD8355! - Elev Factor x Scale Factor = Combined Factor AD8355!SPC FL E - 1.00000318 x 1.00001942 = 1.00002260 AD8355!UTM 17 - 1.00000318 x 0.99967821 = 0.99968139 AD8355 AD8355 SUPERSEDED SURVEY CONTROL AD8355 AD8355 NAD 83(1990)- 26 43 26.08556(N) 080 11 58.93804(W) AD( ) 1 AD8355 ELLIP H (08/13/93) -20.25 (m) GP( ) 4 1 AD8355 NAD 83(1990)- 26 43 26.08437(N) 080 11 58.93900(W) AD( ) 1 AD8355 ELLIP H (03/31/93) -20.22 (m) GP( ) 4 1 AD8355 NGVD 29 (03/31/93) 6.3 (m) 21. (f) GPS OBS AD8355 AD8355.Superseded values are not recommended for survey control. AD8355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8355.See file dsdata.txt to determine how the superseded data were derived. AD8355 AD8355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7959656107(NAD 83) AD8355_MARKER: DD = SURVEY DISK AD8355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8355_SP_SET: CONCRETE POST AD8355_STAMPING: BOSA AD8355_MARK LOGO: FL-099 AD8355_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8355+STABILITY: SURFACE MOTION AD8355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8355+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005 AD8355 AD8355 HISTORY - Date Condition Report By AD8355 HISTORY - UNK MONUMENTED FL-099 AD8355 HISTORY - 19910810 GOOD ADRGS AD8355 HISTORY - 20050525 GOOD T3GLOB AD8355 AD8355 STATION DESCRIPTION AD8355 AD8355'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8355'TO REACH THE STATION FROM THE INTERSECTION OF SOUTHERN BOULEVARD AD8355'(STATE ROUTE 80, US ROUTE 98, US ROUTE 441 TO THE WEST) AND STATE AD8355'ROUTE 7 (US SOUTE 441 TO THE SOUTH), GO NORTH ON STATE ROUTE 7 FOR AD8355'2.0 MI (3.22 KM) TO OKEECHOBEE BOULEVARD. TURN LEFT AND GO WEST ON AD8355'OKEECHOBEE BOULEVARD FOR 1.8 MI (2.90 KM) TO ROYAL PALM BEACH AD8355'BOULEVARD. TURN RIGHT AND GO NORTH ON ROYAL PALM BEACH BOULEVARD FOR AD8355'5.9 MI (9.49 KM) TO 60TH STREET NORTH, ON THE SOUTH SIDE OF THE M AD8355'CANAL BRIDGE. TURN RIGHT AND GO EAST ON 60TH STREET NORTH FOR 0.7 MI AD8355'(1.13 KM) TO 110TH AVENUE NORTH. TURN LEFT AND GO 100 FEET NORTH, AD8355'TURN RIGHT AND GO EAST ALONG A ROAD ON THE SOUTH SIDE OF THE M CANAL AD8355'FOR 0.05 MI (0.08 KM) TO A LOCKED GATE OF THE WEST PALM BEACH WATER AD8355'AUTHORITY. (SEE PALM BEACH COUNTY SURVEY DEPARTMENT FOR KEY). GO AD8355'THROUGH GATE AND CONTINUE EAST ALONG THE DIRT ROAD ALONG THE SOUTH AD8355'SIDE OF THE M CANAL FOR 1.0 MI (1.61 KM) TO WHERE THE ROAD BENDS AD8355'RIGHT AND HEADS SOUTH. TURN RIGHT AND GO SOUTH ALONG A SHELL LEVEE AD8355'ROAD FOR 2.9 MI (4.67 KM) TO WHERE THE LEVEE ROAD BENDS LEFT AND AD8355'HEADS EAST AND THE STATION AT THE SOUTHEAST SIDE OF THE LEVEE ROAD. AD8355'THE STATION IS SOUTH 54.55 FT (16.63 M) FROM A PK IN A 8 INCH PINE, AD8355'WEST 142.43 FT (43.41 M) FROM A PK IN A PINE, AND MORTH 69.14 FT AD8355'(21.07 M) FROM A PK AND WASHER IN THE WEST SIDE OF A POWER POLE. THE AD8355'STATION IS ABOUT 1.6 FT (0.49 M) NORTHEAST OF A PALM BEACH COUNTY AD8355'SURVEY WITNESS SIGN AND POST. AD8355 AD8355 STATION RECOVERY (2005) AD8355 AD8355'RECOVERY NOTE BY T3 GLOBAL STRATEGIES 2005 (BAW) AD8355'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 AD8172 *********************************************************************** AD8172 DESIGNATION - HART AZ MK 2 AD8172 PID - AD8172 AD8172 STATE/COUNTY- FL/PALM BEACH AD8172 USGS QUAD - LAKE HARBOR (1970) AD8172 AD8172 *CURRENT SURVEY CONTROL AD8172 ___________________________________________________________________ AD8172* NAD 83(1986)- 26 41 36. (N) 080 48 26. (W) SCALED AD8172* NAVD 88 - 6.375 (meters) 20.92 (feet) ADJUSTED AD8172 ___________________________________________________________________ AD8172 GEOID HEIGHT- -24.92 (meters) GEOID03 AD8172 DYNAMIC HT - 6.365 (meters) 20.88 (feet) COMP AD8172 MODELED GRAV- 979,104.9 (mgal) NAVD 88 AD8172 AD8172 VERT ORDER - FIRST CLASS II AD8172 AD8172.The horizontal coordinates were scaled from a topographic map and have AD8172.an estimated accuracy of +/- 6 seconds. AD8172 AD8172.The orthometric height was determined by differential leveling AD8172.and adjusted by the National Geodetic Survey in September 1992. AD8172 AD8172.The geoid height was determined by GEOID03. AD8172 AD8172.The dynamic height is computed by dividing the NAVD 88 AD8172.geopotential number by the normal gravity value computed on the AD8172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD8172.degrees latitude (g = 980.6199 gals.). AD8172 AD8172.The modeled gravity was interpolated from observed gravity values. AD8172 AD8172; North East Units Estimated Accuracy AD8172;SPC FL E - 261,440. 219,190. MT (+/- 180 meters Scaled) AD8172 AD8172 SUPERSEDED SURVEY CONTROL AD8172 AD8172 NGVD 29 (09/01/92) 6.801 (m) 22.31 (f) ADJUSTED 1 2 AD8172 AD8172.Superseded values are not recommended for survey control. AD8172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8172.See file dsdata.txt to determine how the superseded data were derived. AD8172 AD8172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK191524(NAD 83) AD8172_MARKER: DZ = AZIMUTH MARK DISK AD8172_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE AD8172_SP_SET: BRIDGE ABUTMENT AD8172_STAMPING: HART 1942 1970 AD8172_MARK LOGO: CGS AD8172_MAGNETIC: N = NO MAGNETIC MATERIAL AD8172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD8172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8172+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005 AD8172 AD8172 HISTORY - Date Condition Report By AD8172 HISTORY - 1970 MONUMENTED CGS AD8172 HISTORY - 19920317 GOOD NGS AD8172 HISTORY - 19961217 GOOD FLDEP AD8172 HISTORY - 20050719 GOOD MCKIM AD8172 AD8172 STATION DESCRIPTION AD8172 AD8172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 AD8172'0.1 KM (0.05 MI) EASTERLY ALONG CORKSCREW BOULEVARD FROM THE POST AD8172'OFFICE IN LAKE HARBOR, IN TOP OF AND 0.6 M (2.0 FT) SOUTH OF THE AD8172'NORTH END OF THE WEST CONCRETE ABUTMENT OF A BRIDGE SPANNING THE AD8172'MIAMI CANAL, 6.2 M (20.3 FT) NORTH OF THE CENTERLINE OF THE AD8172'BOULEVARD, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD. AD8172 AD8172 STATION RECOVERY (1996) AD8172 AD8172'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (VAJ) AD8172'RECOVERED AS DESCRIBED. AD8172 AD8172 STATION RECOVERY (2005) AD8172 AD8172'RECOVERY NOTE BY MCKIM AND CREED 2005 (BRH) AD8172'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 AD7827 *********************************************************************** AD7827 DESIGNATION - K 232 RESET AD7827 PID - AD7827 AD7827 STATE/COUNTY- FL/PALM BEACH AD7827 USGS QUAD - RIVIERA BEACH (1983) AD7827 AD7827 *CURRENT SURVEY CONTROL AD7827 ___________________________________________________________________ AD7827* NAD 83(1986)- 26 49 03. (N) 080 04 54. (W) SCALED AD7827* NAVD 88 - 5.210 (meters) 17.09 (feet) ADJUSTED AD7827 ___________________________________________________________________ AD7827 GEOID HEIGHT- -26.81 (meters) GEOID03 AD7827 DYNAMIC HT - 5.202 (meters) 17.07 (feet) COMP AD7827 MODELED GRAV- 979,109.8 (mgal) NAVD 88 AD7827 AD7827 VERT ORDER - FIRST CLASS II AD7827 AD7827.The horizontal coordinates were scaled from a topographic map and have AD7827.an estimated accuracy of +/- 6 seconds. AD7827 AD7827.The orthometric height was determined by differential leveling AD7827.and adjusted by the National Geodetic Survey in May 1994. AD7827 AD7827.The geoid height was determined by GEOID03. AD7827 AD7827.The dynamic height is computed by dividing the NAVD 88 AD7827.geopotential number by the normal gravity value computed on the AD7827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD7827.degrees latitude (g = 980.6199 gals.). AD7827 AD7827.The modeled gravity was interpolated from observed gravity values. AD7827 AD7827; North East Units Estimated Accuracy AD7827;SPC FL E - 275,510. 291,290. MT (+/- 180 meters Scaled) AD7827 AD7827 SUPERSEDED SURVEY CONTROL AD7827 AD7827 NGVD 29 (09/01/92) 5.668 (m) 18.60 (f) ADJUSTED 1 2 AD7827 AD7827.Superseded values are not recommended for survey control. AD7827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD7827.See file dsdata.txt to determine how the superseded data were derived. AD7827 AD7827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK912665(NAD 83) AD7827_MARKER: DV = VERTICAL CONTROL DISK AD7827_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE AD7827_SP_SET: ABUTMENT AD7827_STAMPING: K 232 SRD RESET 1986 AD7827_MARK LOGO: NGS AD7827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD7827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD7827+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2005 AD7827 AD7827 HISTORY - Date Condition Report By AD7827 HISTORY - 1986 MONUMENTED LOCSUR AD7827 HISTORY - 19910124 GOOD NGS AD7827 HISTORY - 20020306 GOOD USPSQD AD7827 HISTORY - 20030310 GOOD USPSQD AD7827 HISTORY - 20040410 GOOD USPSQD AD7827 HISTORY - 20050626 GOOD GEOCAC AD7827 AD7827 STATION DESCRIPTION AD7827 AD7827'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 AD7827'2.3 KM (1.40 MI) NORTH FROM LAKE PARK. AD7827'1.4 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM THE CROSSING AD7827'OF PARK AVENUE IN LAKE PARK 0.15 MILE NORTH OF MILEPOST 292, IN TOP AD7827'OF SOUTH END OF CONCRETE BARRIER WALL AT S.E. CORNER NEW NORTH BOUND AD7827'BRIDGE ON ALT A1A CROSSING C-17 CANAL. BRIDGE 930359 LOCATED 0.7 AD7827'MILES NORTH OF NORTHLAKE BLVD, NORTH PALM BCH, FLA. AD7827'(ALT A1A IS SR 811.) AD7827 AD7827 STATION RECOVERY (1991) AD7827 AD7827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AD7827'1.1 KM (0.7 MI) NORTHERLY ALONG STATE HIGHWAY 811 (A1A ALTERNATE) AD7827'FROM THE JUNCTION OF STATE HIGHWAY 809 (PARK AVENUE) IN LAKE PARK, IN AD7827'TOP OF AND 0.1 M (0.3 FT) SOUTHWEST OF THE NORTHEAST END OF THE AD7827'ABUTMENT PARAPET OF A HIGHWAY BRIDGE SPANNING THE EARMAN RIVER, 7.7 M AD7827'(25.3 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE AD7827'HIGHWAY, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. AD7827 AD7827 STATION RECOVERY (2002) AD7827 AD7827'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP) AD7827'MARK RECOVERED 2.3 FEET NORTHWEST OF SOUTHEAST END OF BRIDGE. BRIDGE AD7827'NUMBER IS 930359 AD7827' AD7827 AD7827 STATION RECOVERY (2003) AD7827 AD7827'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP) AD7827'RECOVERED IN GOOD CONDITION. AD7827 AD7827 STATION RECOVERY (2004) AD7827 AD7827'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP) AD7827'RECOVERED IN GOOD CONDITION. AD7827 AD7827 STATION RECOVERY (2005) AD7827 AD7827'RECOVERY NOTE BY GEOCACHING 2005 (MAG) AD7827'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 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- -26.01 (meters) GEOID03 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 GEOID03. 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 Factor 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! - Elev Factor x Scale Factor = Combined Factor AJ8775!SPC FL E - 1.00000319 x 1.00000170 = 1.00000489 AJ8775!UTM 17 - 1.00000319 x 0.99966050 = 0.99966369 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 - May 25, 2005 AJ8775 AJ8775 HISTORY - Date Condition Report By AJ8775 HISTORY - 20011001 MONUMENTED MOREKL AJ8775 HISTORY - 20020419 GOOD MAPTEC AJ8775 HISTORY - 20020606 GOOD JCLS AJ8775 HISTORY - 20040128 GOOD USPSQD AJ8775 HISTORY - 20050525 GOOD T3GLOB 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. AJ8775 AJ8775 STATION RECOVERY (2004) AJ8775 AJ8775'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP) AJ8775'RECOVERED IN GOOD CONDITION. AJ8775 AJ8775 STATION RECOVERY (2005) AJ8775 AJ8775'RECOVERY NOTE BY T3 GLOBAL STRATEGIES 2005 (BAW) AJ8775'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 AJ8876 *********************************************************************** AJ8876 DESIGNATION - W 547 AJ8876 PID - AJ8876 AJ8876 STATE/COUNTY- FL/PALM BEACH AJ8876 USGS QUAD - DELTA (1983) AJ8876 AJ8876 *CURRENT SURVEY CONTROL AJ8876 ___________________________________________________________________ AJ8876* NAD 83(1999)- 26 49 51.93921(N) 080 11 01.50244(W) ADJUSTED AJ8876* NAVD 88 - 5.770 (meters) 18.93 (feet) ADJUSTED AJ8876 ___________________________________________________________________ AJ8876 X - 970,992.530 (meters) COMP AJ8876 Y - -5,611,957.563 (meters) COMP AJ8876 Z - 2,861,518.408 (meters) COMP AJ8876 LAPLACE CORR- -3.12 (seconds) DEFLEC99 AJ8876 ELLIP HEIGHT- -20.75 (meters) (12/12/02) GPS OBS AJ8876 GEOID HEIGHT- -26.52 (meters) GEOID03 AJ8876 DYNAMIC HT - 5.761 (meters) 18.90 (feet) COMP AJ8876 MODELED GRAV- 979,109.8 (mgal) NAVD 88 AJ8876 AJ8876 HORZ ORDER - FIRST AJ8876 VERT ORDER - FIRST CLASS II AJ8876 ELLP ORDER - THIRD CLASS I AJ8876 AJ8876.The horizontal coordinates were established by GPS observations AJ8876.and adjusted by the National Geodetic Survey in December 2002. AJ8876 AJ8876.The orthometric height was determined by differential leveling AJ8876.and adjusted by the National Geodetic Survey in May 2002. AJ8876 AJ8876.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ8876 AJ8876.The Laplace correction was computed from DEFLEC99 derived deflections. AJ8876 AJ8876.The ellipsoidal height was determined by GPS observations AJ8876.and is referenced to NAD 83. AJ8876 AJ8876.The geoid height was determined by GEOID03. AJ8876 AJ8876.The dynamic height is computed by dividing the NAVD 88 AJ8876.geopotential number by the normal gravity value computed on the AJ8876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ8876.degrees latitude (g = 980.6199 gals.). AJ8876 AJ8876.The modeled gravity was interpolated from observed gravity values. AJ8876 AJ8876; North East Units Scale Factor Converg. AJ8876;SPC FL E - 276,950.889 281,134.295 MT 1.00002241 +0 22 06.4 AJ8876;UTM 17 - 2,967,988.376 581,106.612 MT 0.99968121 +0 22 06.4 AJ8876 AJ8876! - Elev Factor x Scale Factor = Combined Factor AJ8876!SPC FL E - 1.00000326 x 1.00002241 = 1.00002567 AJ8876!UTM 17 - 1.00000326 x 0.99968121 = 0.99968447 AJ8876 AJ8876 SUPERSEDED SURVEY CONTROL AJ8876 AJ8876 NAVD 88 (12/12/02) 5.77 (m) 18.9 (f) LEVELING 3 AJ8876 AJ8876.Superseded values are not recommended for survey control. AJ8876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ8876.See file dsdata.txt to determine how the superseded data were derived. AJ8876 AJ8876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8110767988(NAD 83) AJ8876_MARKER: DD = SURVEY DISK AJ8876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ8876_STAMPING: W 547 2001 CERP AJ8876_MARK LOGO: USE AJ8876_PROJECTION: RECESSED 10 CENTIMETERS AJ8876_MAGNETIC: O = OTHER; SEE DESCRIPTION AJ8876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ8876+STABILITY: SURFACE MOTION AJ8876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8876+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005 AJ8876 AJ8876 HISTORY - Date Condition Report By AJ8876 HISTORY - 20011031 MONUMENTED MOREKL AJ8876 HISTORY - 20020419 GOOD MAPTEC AJ8876 HISTORY - 20050525 GOOD T3GLOB AJ8876 AJ8876 STATION DESCRIPTION AJ8876 AJ8876'DESCRIBED BY MORGAN AND EKLUND INC 2001 (MAB) AJ8876'THE STATION IS LOCATED ABOUT 51.6 KM (32.0 MILES) EAST NORTHEAST OF AJ8876'BELLE GLADE, ABOUT 15.2 AJ8876'KM (9.4 MILES) SOUTH SOUTHWEST OF JUPITER, ABOUT 36.6 KM (22.7 MILES) AJ8876'SOUTHEAST OF AJ8876'INDIANTOWN IN SECTION 7, TOWNSHIP 42 SOUTH, RANGE 42 EAST. AJ8876' AJ8876'OWNERSHIP PALM BEACH COUNTY (STATE ROAD 710 RIGHT OF WAY). AJ8876' AJ8876'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND COUNTY AJ8876'ROAD 809A AJ8876'(NORTHLAKE BLVD.) GO WEST ON COUNTY ROAD 809A FOR 5.5 KM (3.4 MILES) AJ8876'TO THE INTERSECTION AJ8876'OF COUNTY ROAD 809A AND STATE ROAD 710, TURN RIGHT AND GO NORTHWEST ON AJ8876'STATE ROAD 710 AJ8876'FOR 3.9 KM (2.4 MILES) TO THE MARK ON THE RIGHT. AJ8876' AJ8876'THE MARK IS 16.2 METERS (53.0 FEET) SOUTH OF A 4 FOOT BARBWIRE FENCE, AJ8876'12.4 METERS (40.7 FEET) AJ8876'SOUTH OF A CARSONITE WITNESS POST, 5.4 METERS (17.6 FEET NORTHWEST OF AJ8876'A PK NAIL AND DISK AJ8876'LB4298 SET IN THE NORTH EDGE OF PAVEMENT OF STATE ROAD 710, 6.0 METERS AJ8876'(19.7 FEET) AJ8876'NORTHEAST OF A PK NAIL AND DISK LB4298 SET IN THE NORTH EDGE OF AJ8876'PAVEMENT OF STATE ROAD AJ8876'710 AND 1.2 METERS (6.0 FEET) NORTH OF THE NORTH EDGE OF PAVEMENT OF AJ8876'STATE ROAD 710. AJ8876' AJ8876'NOTE A MAGNET WAS PLACED 0.21 METERS (0.7 FEET) SOUTH OF AND 0.1 AJ8876'METERS (0.3 FEET) BELOW AJ8876' THE MARK. AJ8876' AJ8876' AJ8876 AJ8876 STATION RECOVERY (2002) AJ8876 AJ8876'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP) AJ8876'THE STATION IS LOCATED ABOUT 51.6 KM (32.0 MILES) EAST NORTHEAST OF AJ8876'BELLE GLADE, ABOUT 15.2 AJ8876'KM (9.4 MILES) SOUTH SOUTHWEST OF JUPITER, ABOUT 36.6 KM (22.7 MILES) AJ8876'SOUTHEAST OF AJ8876'INDIANTOWN IN SECTION 7, TOWNSHIP 42 SOUTH, RANGE 42 EAST. AJ8876' AJ8876'OWNERSHIP PALM BEACH COUNTY (STATE ROAD 710 RIGHT OF WAY). AJ8876' AJ8876'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND COUNTY AJ8876'ROAD 809A AJ8876'(NORTHLAKE BLVD.) GO WEST ON COUNTY ROAD 809A FOR 5.5 KM (3.4 MILES) AJ8876'TO THE INTERSECTION AJ8876'OF COUNTY ROAD 809A AND STATE ROAD 710, TURN RIGHT AND GO NORTHWEST ON AJ8876'STATE ROAD 710 AJ8876'FOR 3.9 KM (2.4 MILES) TO THE MARK ON THE RIGHT. AJ8876' AJ8876'THE MARK IS 16.2 METERS (53.0 FEET) SOUTH OF A 4 FOOT BARBWIRE FENCE, AJ8876'12.4 METERS (40.7 FEET) AJ8876'SOUTH OF A CARSONITE WITNESS POST, 5.4 METERS (17.6 FEET NORTHWEST OF AJ8876'A PK NAIL AND DISK AJ8876'LB4298 SET IN THE NORTH EDGE OF PAVEMENT OF STATE ROAD 710, 6.0 METERS AJ8876'(19.7 FEET) AJ8876'NORTHEAST OF A PK NAIL AND DISK LB4298 SET IN THE NORTH EDGE OF AJ8876'PAVEMENT OF STATE ROAD AJ8876'710 AND 1.2 METERS (6.0 FEET) NORTH OF THE NORTH EDGE OF PAVEMENT OF AJ8876'STATE ROAD 710. AJ8876' AJ8876'NOTE A MAGNET WAS PLACED 0.21 METERS (0.7 FEET) SOUTH OF AND 0.1 AJ8876'METERS (0.3 FEET) BELOW AJ8876' THE MARK. AJ8876' AJ8876'STATION RECOVERY (2002) AJ8876'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP) AJ8876'RECOVERED AS DESCRIBED. AJ8876' AJ8876' AJ8876 AJ8876 STATION RECOVERY (2005) AJ8876 AJ8876'RECOVERY NOTE BY T3 GLOBAL STRATEGIES 2005 (BAW) AJ8876'RECOVERED IN GOOD CONDITION.