1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD6920 *********************************************************************** AD6920 DESIGNATION - ARVIDA AD6920 PID - AD6920 AD6920 STATE/COUNTY- FL/PALM BEACH AD6920 USGS QUAD - WEST DIXIE BEND (1983) AD6920 AD6920 *CURRENT SURVEY CONTROL AD6920 ___________________________________________________________________ AD6920* NAD 83(1990)- 26 22 08.76436(N) 080 08 46.87687(W) ADJUSTED AD6920* NAVD 88 - 4.3 (meters) 14. (feet) VERTCON AD6920 ___________________________________________________________________ AD6920 LAPLACE CORR- -3.23 (seconds) DEFLEC99 AD6920 GEOID HEIGHT- -25.77 (meters) GEOID03 AD6920 AD6920 HORZ ORDER - FIRST AD6920 AD6920.The horizontal coordinates were established by classical geodetic methods AD6920.and adjusted by the National Geodetic Survey in May 1991. AD6920 AD6920.The NAVD 88 height was computed by applying the VERTCON shift value to AD6920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6920 AD6920.The Laplace correction was computed from DEFLEC99 derived deflections. AD6920 AD6920.The geoid height was determined by GEOID03. AD6920 AD6920; North East Units Scale Factor Converg. AD6920;SPC FL E - 225,787.362 285,193.084 MT 1.00003075 +0 22 45.0 AD6920;UTM 17 - 2,916,842.306 585,164.016 MT 0.99968955 +0 22 45.0 AD6920 AD6920! - Elev Factor x Scale Factor = Combined Factor AD6920!SPC FL E - 1.00000337 x 1.00003075 = 1.00003412 AD6920!UTM 17 - 1.00000337 x 0.99968955 = 0.99969292 AD6920 AD6920: Primary Azimuth Mark Grid Az AD6920:SPC FL E - ARVIDA AZ MK 003 30 20.4 AD6920:UTM 17 - ARVIDA AZ MK 003 30 20.4 AD6920 AD6920|---------------------------------------------------------------------| AD6920| PID Reference Object Distance Geod. Az | AD6920| dddmmss.s | AD6920| CW8416 ARVIDA AZ MK 0035305.4 | AD6920| AD6926 UNIVERSITY PARK MUN TANK APPROX. 3.0 KM 0170307.5 | AD6920| AD6919 BOCA RATON FLORIDA BM 1970 28.582 METERS 21145 | AD6920| AD6914 BOCA RATON RAD STA WSBR C MAST APPROX. 6.7 KM 2482437.7 | AD6920| AD6921 BOCA RATON RAD STA WWOG MAST APPROX. 2.6 KM 2734656.8 | AD6920| CW8417 ARVIDA RM 1 23.125 METERS 33430 | AD6920|---------------------------------------------------------------------| AD6920 AD6920 SUPERSEDED SURVEY CONTROL AD6920 AD6920 NAD 83(1986)- 26 22 08.76848(N) 080 08 46.88384(W) AD( ) 1 AD6920 NAD 27 - 26 22 07.49073(N) 080 08 47.72223(W) AD( ) 1 AD6920 NGVD 29 (07/19/86) 4.8 (m) 16. (f) VERT ANG AD6920 AD6920.Superseded values are not recommended for survey control. AD6920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6920.See file dsdata.txt to determine how the superseded data were derived. AD6920 AD6920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8516416842(NAD 83) AD6920_MARKER: DS = TRIANGULATION STATION DISK AD6920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6920_SP_SET: TOP OF SQUARE CONCRETE MONUMENT AD6920 AD6920 HISTORY - Date Condition Report By AD6920 HISTORY - 1970 MONUMENTED NGS AD6920 HISTORY - 20040301 MARK NOT FOUND USPSQD AD6920 HISTORY - 20040307 MARK NOT FOUND USPSQD AD6920 AD6920 STATION DESCRIPTION AD6920 AD6920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (NCA) AD6920'STATION IS ABOUT 8 MILES SOUTHWEST OF DELRAY BEACH, 4 MILES WEST AD6920'OF BOCA RATON, 3 MILES NORTH OF THE HILLSBORO CANAL AND THE PALM AD6920'BEACH AND BROWARD COUNTY LINE, 1-1/2 MILES EAST OF THE SUNSHINE AD6920'STATE PARKWAY, ON THE NORTH SIDE OF STATE HIGHWAY 808, AT THE AD6920'SOUTHEAST CORNER OF A GOLF COURSE AND ON PROPERTY OF BOCA RATON AD6920'WEST, ARVIDA CORPORATION. AD6920' AD6920'TO REACH THE STATION FROM WHERE STATE HIGHWAY 808 PASSES UNDER AD6920'THE SUNSHINE STATE PARKWAY ABOUT 5-1/2 MILES WEST OF BOCA RATON, AD6920'GO EAST ON HIGHWAY 808 FOR 1.1 MILES TO A SIDE ROAD RIGHT (S-809 AD6920'POWERLINE ROAD). CONTINUE EAST ON HIGHWAY 808 FOR 0.5 MILE TO A AD6920'POWER LINE CROSSING AND STATION ON THE LEFT AS DESCRIBED. AD6920' AD6920'ALL MARKS WITH THE EXCEPTION OF BOCA RATON FLA BM (RM 2) ARE AD6920'STANDARD DISKS SET IN ROUND CONCRETE POSTS. AD6920' AD6920'STATION MARK, STAMPED ARVIDA 1970, IS SET FLUSH WITH THE AD6920'GROUND. IT IS 186 FEET SOUTHWEST OF A CONCRETE POWER LINE POLE, AD6920'129 FEET EAST OF A 24-INCH PINE TREE, 102 FEET NORTH OF CENTER OF AD6920'HIGHWAY 808, 95 FEET SOUTH OF THE SOUTH EDGE OF A CANAL AND 27.5 AD6920'FEET NORTHWEST OF THE NORTH END OF A SIGN ARVIDA CORPORATION. AD6920' AD6920'REFERENCE MARK 1, STAMPED ARVIDA NO 1 1970, IS SET FLUSH WITH THE AD6920'GROUND. IT IS 111 FEET NORTHEAST OF THE PINE TREE, 102 FEET NORTH AD6920'OF THE NORTH END OF THE SIGN AND 20 FEET SOUTH OF THE SOUTH EDGE AD6920'OF THE CANAL. AD6920' AD6920'REFERENCE MARK 2 IS A BOCA RATON FLORIDA BENCH MARK CEMENTED IN A AD6920'DRILL HOLE IN THE WEST END OF A CONCRETE ABUTMENT OF A CULVERT AD6920'UNDER HIGHWAY 808. IT IS 118 FEET SOUTHEAST OF THE PINE TREE, AD6920'79 FEET SOUTHWEST OF THE SOUTH END OF THE SIGN AND 21.3 FEET NORTH AD6920'OF CENTER OF HIGHWAY 808. AD6920' AD6920'AZIMUTH MARK, STAMPED ARVIDA 1970, IS SET FLUSH WITH THE AD6920'GROUND. IT IS 36.5 FEET NORTHWEST OF CONCRETE POWER LINE POLE AD6920'NUMBER 75, 31 FEET EAST OF THE EAST EDGE OF A CANAL, 3 FEET AD6920'SOUTHWEST OF A WOODEN POWER POLE AND 2 FEET SOUTHEAST OF A METAL AD6920'WITNESS POST. AD6920' AD6920'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG THE AD6920'POWER LINE RIGHT-OF-WAY FOR 0.25 MILE TO THE MARK AS DESCRIBED. AD6920' AD6920'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. AD6920 AD6920 STATION RECOVERY (2004) AD6920 AD6920'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD6920'NEW SIGN AND AREA LANDSCAPED. AD6920 AD6920 STATION RECOVERY (2004) AD6920 AD6920'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD6920'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD6919 *********************************************************************** AD6919 DESIGNATION - BOCA RATON FLORIDA BM 1970 AD6919 PID - AD6919 AD6919 STATE/COUNTY- FL/PALM BEACH AD6919 USGS QUAD - WEST DIXIE BEND (1983) AD6919 AD6919 *CURRENT SURVEY CONTROL AD6919 ___________________________________________________________________ AD6919* NAD 83(1990)- 26 22 07.97456(N) 080 08 47.41928(W) ADJUSTED AD6919* NAVD 88 - 4.3 (meters) 14. (feet) VERTCON AD6919 ___________________________________________________________________ AD6919 LAPLACE CORR- -3.22 (seconds) DEFLEC99 AD6919 GEOID HEIGHT- -25.77 (meters) GEOID03 AD6919 AD6919 HORZ ORDER - SECOND AD6919 AD6919.The horizontal coordinates were established by classical geodetic methods AD6919.and adjusted by the National Geodetic Survey in May 1991. AD6919 AD6919.The NAVD 88 height was computed by applying the VERTCON shift value to AD6919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6919 AD6919.The Laplace correction was computed from DEFLEC99 derived deflections. AD6919 AD6919.The geoid height was determined by GEOID03. AD6919 AD6919; North East Units Scale Factor Converg. AD6919;SPC FL E - 225,762.956 285,178.207 MT 1.00003072 +0 22 44.8 AD6919;UTM 17 - 2,916,817.908 585,149.144 MT 0.99968951 +0 22 44.8 AD6919 AD6919! - Elev Factor x Scale Factor = Combined Factor AD6919!SPC FL E - 1.00000337 x 1.00003072 = 1.00003409 AD6919!UTM 17 - 1.00000337 x 0.99968951 = 0.99969288 AD6919 AD6919 SUPERSEDED SURVEY CONTROL AD6919 AD6919 NAD 83(1986)- 26 22 07.97868(N) 080 08 47.42624(W) AD( ) 2 AD6919 NAD 27 - 26 22 06.70090(N) 080 08 48.26462(W) AD( ) 2 AD6919 NGVD 29 (07/19/86) 4.8 (m) 16. (f) VERT ANG AD6919 AD6919.Superseded values are not recommended for survey control. AD6919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6919.See file dsdata.txt to determine how the superseded data were derived. AD6919 AD6919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8514916818(NAD 83) AD6919_MARKER: DD = SURVEY DISK AD6919_SETTING: 0 = UNSPECIFIED SETTING AD6919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD6919 AD6919 HISTORY - Date Condition Report By AD6919 HISTORY - 1970 MONUMENTED FL0290 AD6919 HISTORY - 19950420 MARK NOT FOUND USPSQD AD6919 HISTORY - 20040301 MARK NOT FOUND USPSQD AD6919 HISTORY - 20040307 MARK NOT FOUND USPSQD AD6919 AD6919 STATION DESCRIPTION AD6919 AD6919'DESCRIBED BY CITY OF BOCA RATON FLORIDA 1970 (NCA) AD6919'(THE MARK WAS USED AS REFERENCE MARK 2 TO TRIANGULATION STATION AD6919'ARVIDA.) AD6919' AD6919'THE DISK IS STAMPED BOCA RATON FLORIDA BM. AD6919' AD6919'A TRAVERSE MEASUREMENT WAS MADE TO STATION ARVIDA. THE AD6919'MEASUREMENT BEING (93.77 FT.) OR 28.5824 METERS. AD6919' AD6919'FOR THE WRITE-UP AND THE TO REACH OF THE STATION, REFER TO AD6919'STATION ARVIDA. AD6919 AD6919 STATION RECOVERY (1995) AD6919 AD6919'RECOVERY NOTE BY US POWER SQUADRON 1995 AD6919'MARK NOT FOUND. AD6919 AD6919 STATION RECOVERY (2004) AD6919 AD6919'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD6919'NEW SIGN AND AREA LANDSCAPED. AD6919 AD6919 STATION RECOVERY (2004) AD6919 AD6919'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD6919'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD6722 *********************************************************************** AD6722 DESIGNATION - BRADY AD6722 PID - AD6722 AD6722 STATE/COUNTY- FL/PALM BEACH AD6722 USGS QUAD - PALM BEACH FARMS (1983) AD6722 AD6722 *CURRENT SURVEY CONTROL AD6722 ___________________________________________________________________ AD6722* NAD 83(1990)- 26 39 02.94206(N) 080 12 11.32138(W) ADJUSTED AD6722* NAVD 88 - 5.7 (meters) 19. (feet) VERTCON AD6722 ___________________________________________________________________ AD6722 LAPLACE CORR- -2.74 (seconds) DEFLEC99 AD6722 GEOID HEIGHT- -25.86 (meters) GEOID03 AD6722 AD6722 HORZ ORDER - SECOND AD6722 AD6722.The horizontal coordinates were established by classical geodetic methods AD6722.and adjusted by the National Geodetic Survey in May 1991. AD6722 AD6722.The NAVD 88 height was computed by applying the VERTCON shift value to AD6722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6722 AD6722.The Laplace correction was computed from DEFLEC99 derived deflections. AD6722 AD6722.The geoid height was determined by GEOID03. AD6722 AD6722; North East Units Scale Factor Converg. AD6722;SPC FL E - 256,964.064 279,331.469 MT 1.00001885 +0 21 26.8 AD6722;UTM 17 - 2,948,008.370 579,304.401 MT 0.99967764 +0 21 26.8 AD6722 AD6722! - Elev Factor x Scale Factor = Combined Factor AD6722!SPC FL E - 1.00000317 x 1.00001885 = 1.00002202 AD6722!UTM 17 - 1.00000317 x 0.99967764 = 0.99968081 AD6722 AD6722: Primary Azimuth Mark Grid Az AD6722:SPC FL E - BRADY AZ MK 1 181 49 59.8 AD6722:UTM 17 - BRADY AZ MK 1 181 49 59.8 AD6722 AD6722|---------------------------------------------------------------------| AD6722| PID Reference Object Distance Geod. Az | AD6722| dddmmss.s | AD6722| CW9334 BRADY AZ MK 2 0014607.1 | AD6722| CW9333 BRADY AZ MK 1 1821126.6 | AD6722|---------------------------------------------------------------------| AD6722 AD6722 SUPERSEDED SURVEY CONTROL AD6722 AD6722 NAD 83(1986)- 26 39 02.94637(N) 080 12 11.32958(W) AD( ) 2 AD6722 NAD 27 - 26 39 01.70496(N) 080 12 12.16594(W) AD( ) 2 AD6722 NGVD 29 (07/19/86) 6.1 (m) 20. (f) VERT ANG AD6722 AD6722.Superseded values are not recommended for survey control. AD6722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6722.See file dsdata.txt to determine how the superseded data were derived. AD6722 AD6722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7930448008(NAD 83) AD6722_MARKER: Z = SEE DESCRIPTION AD6722_SETTING: 0 = UNSPECIFIED SETTING AD6722 AD6722 HISTORY - Date Condition Report By AD6722 HISTORY - 1970 MONUMENTED NGS AD6722 HISTORY - 1987 MARK NOT FOUND USPSQD AD6722 HISTORY - 19950420 MARK NOT FOUND USPSQD AD6722 HISTORY - 20020121 MARK NOT FOUND USPSQD AD6722 HISTORY - 20030225 MARK NOT FOUND USPSQD AD6722 HISTORY - 20040305 MARK NOT FOUND USPSQD AD6722 HISTORY - 20040307 MARK NOT FOUND USPSQD AD6722 AD6722 STATION DESCRIPTION AD6722 AD6722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (GCP) AD6722'SATELLITE STATION IS LOCATED ABOUT 9 MILES WEST OF U.S. 1 AND AD6722'ABOUT 5 MILES SOUTHWEST OF LOXAHATCHEE AND 2 MILES SOUTH OF AD6722'S. R. 80. AD6722' AD6722'TO REACH THE SATELLITE STATION FROM THE INTERSECTION OF S. R. 7 AD6722'AND S. R. 80, GO SOUTH ON S. R. 7 FOR 1.95 MILES TO THE AD6722'INTERSECTION OF FOREST HILL BOULEVARD. SATELLITE IS LOCATED HERE AD6722'ON THE NORTHEAST CORNER. AD6722' AD6722'SATELLITE, STAMPED BRADY, 1970, IS SET FLUSH. POINT IS 26.6 FEET AD6722'EAST OF CENTERLINE S. R. 7 AND 67.6 FEET NORTH OF CENTERLINE OF AD6722'FOREST HILL BOULEVARD. POINT IS 9 IN WEST OF METAL WITNESS AD6722'POST. AD6722' AD6722'AZ. MK 1, STAMPED BRADY A-1, 1970, IS SET FLUSH. POINT IS AD6722'.3 MILE SOUTH OF SATELLITE. POINT IS 23.3 EAST OF CENTERLINE OF AD6722'S. R. 7 AND 100.7 FEET NORTHEAST OF A POWER POLE. POINT IS AD6722'10-1/2 IN WEST OF A METAL WITNESS POST. AD6722' AD6722'AZ. MK 2, STAMPED BRADY A-2, 1970, IS SET FLUSH. POINT IS AD6722'.25 MILE NORTH OF SATELLITE. POINT IS 21.4 FEET EAST OF CENTER AD6722'LINE OF S. R. 7 AND 117.0 FEET NORTH OF CENTERLINE OF A PAVED AD6722'DRIVE LEADING OVER E-1 CANAL AND 89.4 FEET NORTHEAST OF A POWER AD6722'POLE. POINT IS 9-1/2 IN WEST OF A METAL WITNESS POST. AD6722' AD6722'NOTE--SATELLITE BRADY IS TIED TO TRIANGULATION STATIONS COW AND AD6722'FERGAN. AD6722 AD6722 STATION RECOVERY (1987) AD6722 AD6722'RECOVERY NOTE BY US POWER SQUADRON 1987 (BJS) AD6722'MARK NOT FOUND. AD6722 AD6722 STATION RECOVERY (1995) AD6722 AD6722'RECOVERY NOTE BY US POWER SQUADRON 1995 AD6722'MARK NOT FOUND. AD6722 AD6722 STATION RECOVERY (2002) AD6722 AD6722'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6722'ROAD WIDENED AT INTERSECTION. GPS SHOWS MARK UNDER ROAD. AD6722 AD6722 STATION RECOVERY (2003) AD6722 AD6722'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6722'MARK NOT FOUND. AD6722 AD6722 STATION RECOVERY (2004) AD6722 AD6722'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD6722'MARK NOT FOUND. AD6722 AD6722 STATION RECOVERY (2004) AD6722 AD6722'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD6722'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD6719 *********************************************************************** AD6719 DESIGNATION - CALTON AD6719 PID - AD6719 AD6719 STATE/COUNTY- FL/PALM BEACH AD6719 USGS QUAD - PALM BEACH FARMS (1983) AD6719 AD6719 *CURRENT SURVEY CONTROL AD6719 ___________________________________________________________________ AD6719* NAD 83(1990)- 26 38 12.79157(N) 080 14 11.10483(W) ADJUSTED AD6719* NAVD 88 - 5.2 (meters) 17. (feet) VERTCON AD6719 ___________________________________________________________________ AD6719 LAPLACE CORR- -2.51 (seconds) DEFLEC99 AD6719 GEOID HEIGHT- -25.75 (meters) GEOID03 AD6719 AD6719 HORZ ORDER - FIRST AD6719 AD6719.The horizontal coordinates were established by classical geodetic methods AD6719.and adjusted by the National Geodetic Survey in May 1991. AD6719 AD6719.The NAVD 88 height was computed by applying the VERTCON shift value to AD6719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6719 AD6719.The Laplace correction was computed from DEFLEC99 derived deflections. AD6719 AD6719.The geoid height was determined by GEOID03. AD6719 AD6719; North East Units Scale Factor Converg. AD6719;SPC FL E - 255,400.345 276,028.039 MT 1.00001251 +0 20 32.5 AD6719;UTM 17 - 2,946,445.185 576,002.098 MT 0.99967131 +0 20 32.5 AD6719 AD6719! - Elev Factor x Scale Factor = Combined Factor AD6719!SPC FL E - 1.00000323 x 1.00001251 = 1.00001574 AD6719!UTM 17 - 1.00000323 x 0.99967131 = 0.99967454 AD6719 AD6719: Primary Azimuth Mark Grid Az AD6719:SPC FL E - CALTON AZ MK 1 092 59 56.0 AD6719:UTM 17 - CALTON AZ MK 1 092 59 56.0 AD6719 AD6719|---------------------------------------------------------------------| AD6719| PID Reference Object Distance Geod. Az | AD6719| dddmmss.s | AD6719| CW9379 CALTON AZ MK 1 0932028.5 | AD6719|---------------------------------------------------------------------| AD6719 AD6719 SUPERSEDED SURVEY CONTROL AD6719 AD6719 NAD 83(1986)- 26 38 12.79569(N) 080 14 11.11297(W) AD( ) 1 AD6719 NAD 27 - 26 38 11.55235(N) 080 14 11.94627(W) AD( ) 1 AD6719 NGVD 29 (07/19/86) 5.6 (m) 18. (f) VERT ANG AD6719 AD6719.Superseded values are not recommended for survey control. AD6719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6719.See file dsdata.txt to determine how the superseded data were derived. AD6719 AD6719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7600246445(NAD 83) AD6719_MARKER: DD = SURVEY DISK AD6719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6719_SP_SET: TOP OF SQUARE CONCRETE MONUMENT AD6719 AD6719 HISTORY - Date Condition Report By AD6719 HISTORY - 1970 MONUMENTED FL-099 AD6719 HISTORY - 20020121 MARK NOT FOUND USPSQD AD6719 HISTORY - 20030225 MARK NOT FOUND USPSQD AD6719 HISTORY - 20040307 MARK NOT FOUND USPSQD AD6719 AD6719 STATION DESCRIPTION AD6719 AD6719'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1970 (GCP) AD6719'THE SATELLITE STATION IS LOCATED 2 MILES WEST OF S.R. 7 AND 3 AD6719'MILES SOUTH OF S.R. 80 AND ABOUT 11 MILES WEST OF LAKE WORTH AD6719'AND ABOUT 4 MILES SOUTHEAST OF LOXAHATCHEE. AD6719' AD6719'TO REACH FROM INTERSECTION OF S. R. 7 AND S. R. 802 (LAKE WORTH AD6719'ROAD), GO NORTH ON S. R. 7 FOR 1.5 MILE TO A SHELL ROAD LEADING AD6719'WEST. TURN LEFT HERE AND PROCEED WEST FOR 1.1 MILE. THEN TURN AD6719'LEFT AND GO .125 MILE, THEN TURN RIGHT AND PROCEED FOR 1.1 MILE AD6719'TO A CROSSROAD AND SATELLITE STATION SITE. AD6719' AD6719'ALL POINTS USED ARE PALM BEACH COUNTY GEODETIC BRASS DISKS SET AD6719'IN ROUND CONCRETE POSTS. AD6719' AD6719'SATELLITE STATION, STAMPED CALTON, 1970, IS SET FLUSH. POINT AD6719'IS LOCATED ON NORTHWEST CORNER OF CROSSROADS BY A POWER POLE. IT AD6719'IS 15.70 FEET WEST OF CENTERLINE OF NORTH-SOUTH SHELL ROAD AND IS AD6719'67.5 FEET NORTH OF AN EAST-WEST SHELL ROAD. POINT IS 4.4 FEET AD6719'NORTHEAST OF POWER POLE AND 84.5 FEET WEST OF A GATE FENCE POST AD6719'TO AN ORANGE GROVE. POINT IS 7-1/4 IN EAST OF A METAL WITNESS AD6719'POST. AD6719' AD6719'AZ. MK 1, STAMPED CALTON A-1, 1970, IS SET FLUSH. POINT IS AD6719'.2 MILE EAST OF SATELLITE ALONG SHELL ROAD. POINT IS 13 FEET AD6719'NORTH OF CENTERLINE SHELL ROAD. POINT IS 9-1/2 IN SOUTH OF AD6719'A METAL WITNESS POST. AD6719' AD6719'NOTE--CALTON IS TIED TO TRIANGULATION STATIONS COW AND AMERICAN. AD6719 AD6719 STATION RECOVERY (2002) AD6719 AD6719'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6719'MARK NOT FOUND. AD6719 AD6719 STATION RECOVERY (2003) AD6719 AD6719'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6719'MARK NOT FOUND. AD6719 AD6719 STATION RECOVERY (2004) AD6719 AD6719'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD6719'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8371 *********************************************************************** AD8371 DESIGNATION - DEL MAR AD8371 PID - AD8371 AD8371 STATE/COUNTY- FL/PALM BEACH AD8371 USGS QUAD - WEST DIXIE BEND (1983) AD8371 AD8371 *CURRENT SURVEY CONTROL AD8371 ___________________________________________________________________ AD8371* NAD 83(1999)- 26 21 00.03835(N) 080 09 42.69343(W) ADJUSTED AD8371* NAVD 88 - 4.4 (meters) 14. (feet) VERTCON AD8371 ___________________________________________________________________ AD8371 X - 977,213.206 (meters) COMP AD8371 Y - -5,635,093.550 (meters) COMP AD8371 Z - 2,813,853.707 (meters) COMP AD8371 LAPLACE CORR- -3.16 (seconds) DEFLEC99 AD8371 ELLIP HEIGHT- -21.32 (meters) (07/06/01) GPS OBS AD8371 GEOID HEIGHT- -25.71 (meters) GEOID03 AD8371 AD8371 HORZ ORDER - FIRST AD8371 ELLP ORDER - FOURTH CLASS II AD8371 AD8371.The horizontal coordinates were established by GPS observations AD8371.and adjusted by the National Geodetic Survey in July 2001. AD8371 AD8371.The NAVD 88 height was computed by applying the VERTCON shift value to AD8371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8371 AD8371.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8371 AD8371.The Laplace correction was computed from DEFLEC99 derived deflections. AD8371 AD8371.The ellipsoidal height was determined by GPS observations AD8371.and is referenced to NAD 83. AD8371 AD8371.The geoid height was determined by GEOID03. AD8371 AD8371; North East Units Scale Factor Converg. AD8371;SPC FL E - 223,662.091 283,659.408 MT 1.00002756 +0 22 19.3 AD8371;UTM 17 - 2,914,717.760 583,630.864 MT 0.99968635 +0 22 19.3 AD8371 AD8371! - Elev Factor x Scale Factor = Combined Factor AD8371!SPC FL E - 1.00000335 x 1.00002756 = 1.00003091 AD8371!UTM 17 - 1.00000335 x 0.99968635 = 0.99968970 AD8371 AD8371 SUPERSEDED SURVEY CONTROL AD8371 AD8371 NAD 83(1990)- 26 21 00.03703(N) 080 09 42.69224(W) AD( ) 1 AD8371 ELLIP H (08/13/93) -21.34 (m) GP( ) 4 1 AD8371 NAD 83(1990)- 26 21 00.03707(N) 080 09 42.69178(W) AD( ) 1 AD8371 ELLIP H (03/31/93) -21.34 (m) GP( ) 4 1 AD8371 NGVD 29 (03/31/93) 4.9 (m) 16. (f) GPS OBS AD8371 AD8371.Superseded values are not recommended for survey control. AD8371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8371.See file dsdata.txt to determine how the superseded data were derived. AD8371 AD8371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8363114718(NAD 83) AD8371_MARKER: DD = SURVEY DISK AD8371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8371_SP_SET: CONCRETE POST AD8371_STAMPING: DEL MAR AD8371_MARK LOGO: FL-099 AD8371_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8371+STABILITY: SURFACE MOTION AD8371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8371+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2005 AD8371 AD8371 HISTORY - Date Condition Report By AD8371 HISTORY - UNK MONUMENTED FL-099 AD8371 HISTORY - 19910810 GOOD ADRGS AD8371 HISTORY - 20040301 GOOD USPSQD AD8371 HISTORY - 20050321 GOOD USPSQD AD8371 AD8371 STATION DESCRIPTION AD8371 AD8371'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8371'TO REACH THE STATION FROM THE INTERSECTION OF GLADES ROAD (STATE ROUTE AD8371'808) AND MILITARY TRAIL (STATE ROUTE 809), GO SOUTH ON MILITARY TRAIL AD8371'FOR1.4 MI (0.64 KM) TO PALMETTO PARK ROAD. TURN RIGHT AND GO EAST ON AD8371'PALMETTO PARK ROAD FOR 2.0 MI (3.22 KM) TO BOCA DEL MAR DRIVE TO THE AD8371'SOUTH AND PALMETTO CIRCLE SOUTH TO THE NORTH. TURN LEFT ON BOCA DEL AD8371'MAR AND THEN IMMEDIATELY RIGHT ON THE BIKE PATH ALONG THE SOUTH SIDE AD8371'OF PALMETTO PARK ROAD. GO WEST ON THE BIKE PATH FOR 0.01 MI AD8371'(0.02 KM) TO THE STATION ON THE LEFT. AD8371'THE STATION IS SOUTHEAST 105.16 FT (32.05 M) FROM AN X-CUT IN THE AD8371'MIDDLE OF THE EAST SIDE OF A CATCH BASIN ON THE SOUTH SIDE OF AD8371'PALMETTO PARK ROAD, SOUTHWEST 118.92 FT (36.25 M) FROM AN X-CUT IN AD8371'THE MIDDLE OF THE WEST SIDE OF A CATCH BASIN ON THE SOUTH SIDE OF AD8371'PALMETTO PARK ROAD, AND 10.70 FT (3.26 M) SOUTH OF A PK AND TIN TAB AD8371'IN THE CENTRLINE OF THE ASPHALT BIKE PATH. AD8371 AD8371 STATION RECOVERY (2004) AD8371 AD8371'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8371'RECOVERED IN GOOD CONDITION. AD8371 AD8371 STATION RECOVERY (2005) AD8371 AD8371'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS) AD8371'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD6718 *********************************************************************** AD6718 DESIGNATION - DELRAY BEACH FLA TURNPIKE TANK AD6718 PID - AD6718 AD6718 STATE/COUNTY- FL/PALM BEACH AD6718 USGS QUAD - PALM BEACH FARMS (1983) AD6718 AD6718 *CURRENT SURVEY CONTROL AD6718 ___________________________________________________________________ AD6718* NAD 83(1990)- 26 38 06.68511(N) 080 10 29.47585(W) ADJUSTED AD6718* NAVD 88 - AD6718 ___________________________________________________________________ AD6718 LAPLACE CORR- -2.96 (seconds) DEFLEC99 AD6718 GEOID HEIGHT- -25.90 (meters) GEOID03 AD6718 AD6718 HORZ ORDER - THIRD AD6718 AD6718.The horizontal coordinates were established by classical geodetic methods AD6718.and adjusted by the National Geodetic Survey in May 1991. AD6718 AD6718 AD6718.The Laplace correction was computed from DEFLEC99 derived deflections. AD6718 AD6718.The geoid height was determined by GEOID03. AD6718 AD6718; North East Units Scale Factor Converg. AD6718;SPC FL E - 255,250.510 282,159.240 MT 1.00002448 +0 22 11.8 AD6718;UTM 17 - 2,946,295.401 582,131.207 MT 0.99968328 +0 22 11.8 AD6718 AD6718 SUPERSEDED SURVEY CONTROL AD6718 AD6718 NAD 83(1986)- 26 38 06.68948(N) 080 10 29.48402(W) AD( ) 4 AD6718 NAD 27 - 26 38 05.44524(N) 080 10 30.32284(W) AD( ) 3 AD6718 AD6718.Superseded values are not recommended for survey control. AD6718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6718.See file dsdata.txt to determine how the superseded data were derived. AD6718 AD6718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8213146295(NAD 83) AD6718_MARKER: 51 = TANK AD6718 AD6718 HISTORY - Date Condition Report By AD6718 HISTORY - 1970 FIRST OBSERVED NGS AD6718 HISTORY - 1987 GOOD USPSQD AD6718 HISTORY - 19910604 GOOD USPSQD AD6718 HISTORY - 19950311 MARK NOT FOUND USPSQD AD6718 HISTORY - 20020121 MARK NOT FOUND USPSQD AD6718 HISTORY - 20030225 MARK NOT FOUND USPSQD AD6718 HISTORY - 20040305 MARK NOT FOUND USPSQD AD6718 HISTORY - 20040307 MARK NOT FOUND USPSQD AD6718 AD6718 STATION DESCRIPTION AD6718 AD6718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (PEC) AD6718'THE STATION IS LOCATED ABOUT 7 MILES WEST OF LAKE WORTH AT SERVICE AD6718'AREA ON SUNSHINE STATE PARKWAY. IT IS A SINGULAR COLUMN, WATER AD6718'SPHEROID PAINTED ORANGE ON TOP WITH GREEN STEM, 105 FEET EAST OF AD6718'THE CENTER LINE OF WEST SERVICE DRIVEWAY, 110 FEET WEST OF THE AD6718'CENTER LINE OF EAST SERVICE DRIVEWAY AND IS APPROXIMATELY 120 AD6718'FEET HIGH. AD6718' AD6718'THE POINT INTERSECTED WAS THE FINIAL ATOP THE TANK. AD6718 AD6718 STATION RECOVERY (1987) AD6718 AD6718'RECOVERY NOTE BY US POWER SQUADRON 1987 (BJS) AD6718'RECOVERED IN GOOD CONDITION. AD6718 AD6718 STATION RECOVERY (1991) AD6718 AD6718'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS) AD6718'RECOVERED IN GOOD CONDITION. AD6718 AD6718 STATION RECOVERY (1995) AD6718 AD6718'RECOVERY NOTE BY US POWER SQUADRON 1995 AD6718'MARK NOT FOUND. AD6718 AD6718 STATION RECOVERY (2002) AD6718 AD6718'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6718'MARK NOT FOUND. AD6718 AD6718 STATION RECOVERY (2003) AD6718 AD6718'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6718'MARK NOT FOUND. AD6718 AD6718 STATION RECOVERY (2004) AD6718 AD6718'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD6718'TANK HAS BEEN DISMANTLED AND NO LONGER EXIST. AD6718 AD6718 STATION RECOVERY (2004) AD6718 AD6718'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD6718'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD6939 *********************************************************************** AD6939 DESIGNATION - DELRAY BEACH TURNPIKE RAD MAST AD6939 PID - AD6939 AD6939 STATE/COUNTY- FL/PALM BEACH AD6939 USGS QUAD - UNIVERSITY PARK (1983) AD6939 AD6939 *CURRENT SURVEY CONTROL AD6939 ___________________________________________________________________ AD6939* NAD 83(1990)- 26 27 23.87460(N) 080 10 24.99381(W) ADJUSTED AD6939* NAVD 88 - AD6939 ___________________________________________________________________ AD6939 LAPLACE CORR- -2.98 (seconds) DEFLEC99 AD6939 GEOID HEIGHT- -25.72 (meters) GEOID03 AD6939 AD6939 HORZ ORDER - THIRD AD6939 AD6939.The horizontal coordinates were established by classical geodetic methods AD6939.and adjusted by the National Geodetic Survey in May 1991. AD6939 AD6939 AD6939.The Laplace correction was computed from DEFLEC99 derived deflections. AD6939 AD6939.The geoid height was determined by GEOID03. AD6939 AD6939; North East Units Scale Factor Converg. AD6939;SPC FL E - 235,467.590 282,410.744 MT 1.00002500 +0 22 05.5 AD6939;UTM 17 - 2,926,519.231 582,382.626 MT 0.99968379 +0 22 05.5 AD6939 AD6939 SUPERSEDED SURVEY CONTROL AD6939 AD6939 NAD 83(1986)- 26 27 23.87884(N) 080 10 25.00117(W) AD( ) 4 AD6939 NAD 27 - 26 27 22.61190(N) 080 10 25.83870(W) AD( ) 3 AD6939 AD6939.Superseded values are not recommended for survey control. AD6939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6939.See file dsdata.txt to determine how the superseded data were derived. AD6939 AD6939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8238326519(NAD 83) AD6939_MARKER: 42 = RADIO/TV MAST AD6939 AD6939 HISTORY - Date Condition Report By AD6939 HISTORY - 1970 FIRST OBSERVED NGS AD6939 HISTORY - 1984 GOOD USPSQD AD6939 HISTORY - 1989 GOOD USPSQD AD6939 HISTORY - 19950608 GOOD USPSQD AD6939 HISTORY - 20031117 GOOD USPSQD AD6939 HISTORY - 20050321 GOOD USPSQD AD6939 AD6939 STATION DESCRIPTION AD6939 AD6939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (PEC) AD6939'THE STATION IS LOCATED 6-1/2 MILES WEST OF DELRAY BEACH AT THE AD6939'SUNSHINE STATE PARKWAY EXIT 7. IT IS A GUYED MAST, ALTERNATELY AD6939'PAINTED RED AND WHITE, SUPPORTING TWO DISH SHAPED ANTENNAS ON AD6939'TOP, AND APPROXIMATELY 170 FEET HIGH. AD6939' AD6939'POINT INTERSECTED WAS THE TOP CENTER OF THE MAST. AD6939 AD6939 STATION RECOVERY (1984) AD6939 AD6939'RECOVERY NOTE BY US POWER SQUADRON 1984 (IEE) AD6939'AS ABOVE RECOVERED GOOD. AD6939' AD6939'RECOVERED AS DESCRIBED. AD6939 AD6939 STATION RECOVERY (1989) AD6939 AD6939'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF) AD6939'RECOVERED IN GOOD CONDITION. AD6939 AD6939 STATION RECOVERY (1995) AD6939 AD6939'RECOVERY NOTE BY US POWER SQUADRON 1995 AD6939'RECOVERED IN GOOD CONDITION. AD6939 AD6939 STATION RECOVERY (2003) AD6939 AD6939'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6939'MAST PAINTED SILVER AND HAS 4 DISH SHAPED ANTENNAS AD6939 AD6939 STATION RECOVERY (2005) AD6939 AD6939'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS) AD6939'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8376 *********************************************************************** AD8376 DESIGNATION - EAST POWER AD8376 PID - AD8376 AD8376 STATE/COUNTY- FL/PALM BEACH AD8376 USGS QUAD - WEST DIXIE BEND (1983) AD8376 AD8376 *CURRENT SURVEY CONTROL AD8376 ___________________________________________________________________ AD8376* NAD 83(1999)- 26 21 53.40469(N) 080 08 44.50056(W) ADJUSTED AD8376* NAVD 88 - 3.5 (meters) 11. (feet) VERTCON AD8376 ___________________________________________________________________ AD8376 X - 978,678.031 (meters) COMP AD8376 Y - -5,634,098.320 (meters) COMP AD8376 Z - 2,815,324.913 (meters) COMP AD8376 LAPLACE CORR- -3.24 (seconds) DEFLEC99 AD8376 ELLIP HEIGHT- -22.33 (meters) (07/06/01) GPS OBS AD8376 GEOID HEIGHT- -25.77 (meters) GEOID03 AD8376 AD8376 HORZ ORDER - FIRST AD8376 ELLP ORDER - FOURTH CLASS II AD8376 AD8376.The horizontal coordinates were established by GPS observations AD8376.and adjusted by the National Geodetic Survey in July 2001. AD8376 AD8376.The NAVD 88 height was computed by applying the VERTCON shift value to AD8376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8376 AD8376.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8376 AD8376.The Laplace correction was computed from DEFLEC99 derived deflections. AD8376 AD8376.The ellipsoidal height was determined by GPS observations AD8376.and is referenced to NAD 83. AD8376 AD8376.The geoid height was determined by GEOID03. AD8376 AD8376; North East Units Scale Factor Converg. AD8376;SPC FL E - 225,315.085 285,262.093 MT 1.00003090 +0 22 45.9 AD8376;UTM 17 - 2,916,370.190 585,233.002 MT 0.99968969 +0 22 45.9 AD8376 AD8376! - Elev Factor x Scale Factor = Combined Factor AD8376!SPC FL E - 1.00000351 x 1.00003090 = 1.00003441 AD8376!UTM 17 - 1.00000351 x 0.99968969 = 0.99969320 AD8376 AD8376 SUPERSEDED SURVEY CONTROL AD8376 AD8376 NAD 83(1990)- 26 21 53.40335(N) 080 08 44.49942(W) AD( ) 1 AD8376 ELLIP H (08/13/93) -22.35 (m) GP( ) 4 1 AD8376 NAD 83(1990)- 26 21 53.40339(N) 080 08 44.49912(W) AD( ) 1 AD8376 ELLIP H (03/31/93) -22.35 (m) GP( ) 4 1 AD8376 NGVD 29 (03/31/93) 3.9 (m) 13. (f) GPS OBS AD8376 AD8376.Superseded values are not recommended for survey control. AD8376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8376.See file dsdata.txt to determine how the superseded data were derived. AD8376 AD8376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8523316370(NAD 83) AD8376_MARKER: DD = SURVEY DISK AD8376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8376_SP_SET: CONCRETE POST AD8376_STAMPING: EAST POWER AD8376_MARK LOGO: FL-099 AD8376_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8376+STABILITY: SURFACE MOTION AD8376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8376+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2005 AD8376 AD8376 HISTORY - Date Condition Report By AD8376 HISTORY - UNK MONUMENTED FL-099 AD8376 HISTORY - 19910810 GOOD ADRGS AD8376 HISTORY - 20040301 GOOD USPSQD AD8376 HISTORY - 20050321 GOOD USPSQD AD8376 AD8376 STATION DESCRIPTION AD8376 AD8376'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8376'TO REACH THE STATION FROM INTERSECTION OF GLADES ROAD (STATE ROUTE 808 AD8376'AND STATE ROUTE 7 (US ROUTE 441), GO EAST ON GLADES ROAD FOR 3.6 MI AD8376'(5.79 KM) TO POWERLINE ROAD. TURN RIGHT AND GO SOUTH ON POWERLINE AD8376'ROAD FOR 0.3 MI (0.48 KM) TO AN EAST-WEST CANAL. TURN LEFT ON THE AD8376'SOUTH SIDE OF THE CANAL AND GO EAST FOR 0.1 MI (0.16 KM) TO THE AD8376'STATION, 15 FT (4.57 M) SOUTH OF THE SOUTH TOP OF SLOPE OF THE CANAL. AD8376'THE STATION IS NORTHWEST 26.58 FT (8.10 M) FROM AN X-CUT 1 FOOT UP THE AD8376'SIDE OF A METAL POST WHICH IS THE THIRD POST EAST OF A GATE, NORTH AD8376'89.91 FT (27.40 M) FROM A PALM BEACH COUNTY WITNESS SIGN ATTACHED TO AD8376'A WOODEN FENCE POST, AND NORTHEAST 30.05 FT (9.16 M) FROM AN X-CUT 1 AD8376'FOOT UP THE SIDE OF A METAL POST WHICH IS THE THIRD POST WEST OF THE AD8376'GATE. AD8376 AD8376 STATION RECOVERY (2004) AD8376 AD8376'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8376'RECOVERED IN GOOD CONDITION. AD8376 AD8376 STATION RECOVERY (2005) AD8376 AD8376'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS) AD8376'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD6723 *********************************************************************** AD6723 DESIGNATION - FOREST AD6723 PID - AD6723 AD6723 STATE/COUNTY- FL/PALM BEACH AD6723 USGS QUAD - PALM BEACH FARMS (1983) AD6723 AD6723 *CURRENT SURVEY CONTROL AD6723 ___________________________________________________________________ AD6723* NAD 83(1990)- 26 39 04.31139(N) 080 09 25.39569(W) ADJUSTED AD6723* NAVD 88 - 4.8 (meters) 16. (feet) VERTCON AD6723 ___________________________________________________________________ AD6723 LAPLACE CORR- -3.11 (seconds) DEFLEC99 AD6723 GEOID HEIGHT- -25.98 (meters) GEOID03 AD6723 AD6723 HORZ ORDER - FIRST AD6723 AD6723.The horizontal coordinates were established by classical geodetic methods AD6723.and adjusted by the National Geodetic Survey in May 1991. AD6723 AD6723.The NAVD 88 height was computed by applying the VERTCON shift value to AD6723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6723 AD6723.The Laplace correction was computed from DEFLEC99 derived deflections. AD6723 AD6723.The geoid height was determined by GEOID03. AD6723 AD6723; North East Units Scale Factor Converg. AD6723;SPC FL E - 257,035.664 283,919.953 MT 1.00002809 +0 22 41.3 AD6723;UTM 17 - 2,948,079.946 583,891.320 MT 0.99968688 +0 22 41.3 AD6723 AD6723! - Elev Factor x Scale Factor = Combined Factor AD6723!SPC FL E - 1.00000333 x 1.00002809 = 1.00003142 AD6723!UTM 17 - 1.00000333 x 0.99968688 = 0.99969021 AD6723 AD6723: Primary Azimuth Mark Grid Az AD6723:SPC FL E - FOREST AZ MK 091 56 50.1 AD6723:UTM 17 - FOREST AZ MK 091 56 50.1 AD6723 AD6723|---------------------------------------------------------------------| AD6723| PID Reference Object Distance Geod. Az | AD6723| dddmmss.s | AD6723| AD6563 WEST PALM BEACH NURSERY TANK APPROX. 3.3 KM 0781028.4 | AD6723| CW9614 FOREST RM 1 24.881 METERS 08708 | AD6723| CW9613 FOREST AZ MK 0921931.4 | AD6723| AD6551 WEST PALM BEACH WIRK CEN MAST APPROX. 4.4 KM 1182242.4 | AD6723| AD6718 DELRAY BEACH FLA TURNPIKE TANK APPROX. 2.5 KM 2245858.9 | AD6723| AD6721 LAKE WORTH CO SHERIFF DEPT MST APPROX. 1.6 KM 2513852.7 | AD6723| CW9615 FOREST RM 2 27.985 METERS 26917 | AD6723| AD6725 WEST PALM BEACH FAA RMLR MAST APPROX. 3.3 KM 3132545.9 | AD6723|---------------------------------------------------------------------| AD6723 AD6723 SUPERSEDED SURVEY CONTROL AD6723 AD6723 NAD 83(1986)- 26 39 04.31582(N) 080 09 25.40396(W) AD( ) 1 AD6723 NAD 27 - 26 39 03.07477(N) 080 09 26.24458(W) AD( ) 1 AD6723 NGVD 29 (07/19/86) 5.2 (m) 17. (f) VERT ANG AD6723 AD6723.Superseded values are not recommended for survey control. AD6723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6723.See file dsdata.txt to determine how the superseded data were derived. AD6723 AD6723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8389148080(NAD 83) AD6723_MARKER: DS = TRIANGULATION STATION DISK AD6723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6723_SP_SET: TOP OF SQUARE CONCRETE MONUMENT AD6723 AD6723 HISTORY - Date Condition Report By AD6723 HISTORY - 1970 MONUMENTED NGS AD6723 HISTORY - 1987 GOOD USPSQD AD6723 HISTORY - 1987 GOOD USPSQD AD6723 HISTORY - 19950103 GOOD USPSQD AD6723 HISTORY - 20001206 MARK NOT FOUND USPSQD AD6723 HISTORY - 20020121 MARK NOT FOUND USPSQD AD6723 HISTORY - 20030225 MARK NOT FOUND USPSQD AD6723 HISTORY - 20040305 MARK NOT FOUND USPSQD AD6723 HISTORY - 20040307 MARK NOT FOUND USPSQD AD6723 AD6723 STATION DESCRIPTION AD6723 AD6723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CLH) AD6723'STATION IS LOCATED ABOUT 7-1/2 MILES WEST OF THE ATLANTIC OCEAN AD6723'COAST LINE, 3 MILES WEST OF THE WEST EDGE OF WEST PALM BEACH, 3 AD6723'MILES SOUTH OF HAVERHILL, 1 MILE EAST OF THE FLORIDA TURNPIKE AND AD6723'ON THE NORTH RIGHT-OF-WAY OF FORESTHILL BOULEVARD. AD6723' AD6723'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 98 IN AD6723'WEST PALM BEACH, GO WEST ON U.S. HIGHWAY 98 (SOUTHERN BOULEVARD) FOR AD6723'3.3 MILES TO THE JUNCTION OF MILITARY TRAIL. TURN LEFT AND GO AD6723'SOUTH ON MILITARY TRAIL FOR 1.7 MILES TO THE JUNCTION OF AD6723'FORESTHILL BOULEVARD. TURN RIGHT AND GO WEST ON FORESTHILL AD6723'BOULEVARD FOR 2.7 MILES TO PINEHURST DRIVE AND A LARGE SIGN AD6723'READING PALM BEACH NATIONAL GOLF AND COUNTRY CLUB ON LEFT AND AD6723'STATION ON RIGHT AS DESCRIBED. AD6723' AD6723'ALL MARKS ARE STANDARD DISKS SET IN ROUND CONCRETE POSTS. AD6723' AD6723'STATION MARK, STAMPED FOREST 1970, IS SET FLUSH. IT IS 74 FEET AD6723'NORTHEAST OF THE JUNCTION OF FORESTHILL BOULEVARD AND PINEHURST AD6723'DRIVE, 43 FEET EAST OF CENTER OF A SHELL COVERED ROAD, 40 FEET AD6723'NORTH OF THE CENTER OF FORESTHILL BOULEVARD AND 9 FEET SOUTHWEST OF AD6723'A METAL WITNESS POST. AD6723' AD6723'RM 1, STAMPED FOREST NO 1 1970, IS SET FLUSH. IT IS 145 FEET AD6723'NORTHEAST OF THE JUNCTION OF FORESTHILL BOULEVARD AND PINEHURST AD6723'DRIVE, 44 FEET NORTH OF CENTER OF FORESTHILL BOULEVARD AND 5 FEET AD6723'SOUTH OF A METAL WITNESS POST. AD6723' AD6723'RM 2, STAMPED FOREST NO 2 1970, IS SET FLUSH. IT IS 67 FEET AD6723'NORTHWEST OF CENTER OF JUNCTION OF FORESTHILL BOULEVARD AND AD6723'PINEHURST DRIVE, 40 FEET NORTH OF CENTER OF FORESTHILL BOULEVARD, AD6723'50 FEET WEST OF CENTER OF THE SHELL COVERED ROAD AND 6.5 FEET SOUTH AD6723'OF A METAL WITNESS POST. AD6723' AD6723'AZ MK, STAMPED FOREST 1970, PROJECTS ABOUT 2 INCHES. IT IS 51 FEET AD6723'SOUTH OF CENTER OF FORESTHILL BOULEVARD, 43 FEET NORTHEAST OF A AD6723'16-INCH PINE TREE, 4 FEET NORTHWEST OF A METAL WITNESS POST AND 3 AD6723'FEET SOUTH OF THE RIGHT-OF-WAY LINE. AD6723' AD6723'TO REACH THE AZ MK FROM THE STATION, GO EAST ON FORESTHILL AD6723'BOULEVARD 0.3 MILE TO MARK ON RIGHT AS DESCRIBED. AD6723' AD6723'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. AD6723 AD6723 STATION RECOVERY (1987) AD6723 AD6723'RECOVERY NOTE BY US POWER SQUADRON 1987 (TCR) AD6723'RECOVERED IN GOOD CONDITION. AD6723 AD6723 STATION RECOVERY (1987) AD6723 AD6723'RECOVERY NOTE BY US POWER SQUADRON 1987 (BJS) AD6723'RECOVERED IN GOOD CONDITION. AD6723 AD6723 STATION RECOVERY (1995) AD6723 AD6723'RECOVERY NOTE BY US POWER SQUADRON 1995 AD6723'RECOVERED IN GOOD CONDITION. AD6723 AD6723 STATION RECOVERY (2000) AD6723 AD6723'RECOVERY NOTE BY US POWER SQUADRON 2000 (AAS) AD6723'EXTRA TURN LANE PUT IN AT ENTRANCE TO GOLF COURSE. GPS SHOWS STATION AD6723'IN ROAD. AD6723 AD6723 STATION RECOVERY (2002) AD6723 AD6723'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6723'MARK NOT FOUND. AD6723 AD6723 STATION RECOVERY (2003) AD6723 AD6723'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6723'MARK NOT FOUND. AD6723 AD6723 STATION RECOVERY (2004) AD6723 AD6723'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD6723'MARK NOT FOUND. AD6723 AD6723 STATION RECOVERY (2004) AD6723 AD6723'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD6723'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD6720 *********************************************************************** AD6720 DESIGNATION - FOREST S 1 AD6720 PID - AD6720 AD6720 STATE/COUNTY- FL/PALM BEACH AD6720 USGS QUAD - PALM BEACH FARMS (1983) AD6720 AD6720 *CURRENT SURVEY CONTROL AD6720 ___________________________________________________________________ AD6720* NAD 83(1990)- 26 38 16.88778(N) 080 09 27.38309(W) ADJUSTED AD6720* NAVD 88 - 5.1 (meters) 17. (feet) VERTCON AD6720 ___________________________________________________________________ AD6720 LAPLACE CORR- -3.11 (seconds) DEFLEC99 AD6720 GEOID HEIGHT- -25.95 (meters) GEOID03 AD6720 AD6720 HORZ ORDER - SECOND AD6720 AD6720.The horizontal coordinates were established by classical geodetic methods AD6720.and adjusted by the National Geodetic Survey in May 1991. AD6720 AD6720.The NAVD 88 height was computed by applying the VERTCON shift value to AD6720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6720 AD6720.The Laplace correction was computed from DEFLEC99 derived deflections. AD6720 AD6720.The geoid height was determined by GEOID03. AD6720 AD6720; North East Units Scale Factor Converg. AD6720;SPC FL E - 255,575.726 283,874.615 MT 1.00002800 +0 22 39.8 AD6720;UTM 17 - 2,946,620.506 583,845.997 MT 0.99968679 +0 22 39.8 AD6720 AD6720! - Elev Factor x Scale Factor = Combined Factor AD6720!SPC FL E - 1.00000328 x 1.00002800 = 1.00003128 AD6720!UTM 17 - 1.00000328 x 0.99968679 = 0.99969007 AD6720 AD6720: Primary Azimuth Mark Grid Az AD6720:SPC FL E - FOREST S 1 AZ MK 1 179 47 11.5 AD6720:UTM 17 - FOREST S 1 AZ MK 1 179 47 11.5 AD6720 AD6720|---------------------------------------------------------------------| AD6720| PID Reference Object Distance Geod. Az | AD6720| dddmmss.s | AD6720| CW9616 FOREST S 1 AZ MK 1 1800951.3 | AD6720|---------------------------------------------------------------------| AD6720 AD6720 SUPERSEDED SURVEY CONTROL AD6720 AD6720 NAD 83(1986)- 26 38 16.89220(N) 080 09 27.39130(W) AD( ) 2 AD6720 NAD 27 - 26 38 15.64933(N) 080 09 28.23174(W) AD( ) 2 AD6720 NGVD 29 (07/19/86) 5.5 (m) 18. (f) VERT ANG AD6720 AD6720.Superseded values are not recommended for survey control. AD6720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6720.See file dsdata.txt to determine how the superseded data were derived. AD6720 AD6720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8384646621(NAD 83) AD6720_MARKER: DD = SURVEY DISK AD6720_SETTING: 0 = UNSPECIFIED SETTING AD6720 AD6720 HISTORY - Date Condition Report By AD6720 HISTORY - 1970 MONUMENTED NGS AD6720 HISTORY - 19950103 MARK NOT FOUND USPSQD AD6720 HISTORY - 19950314 MARK NOT FOUND USPSQD AD6720 HISTORY - 20001201 MARK NOT FOUND USPSQD AD6720 HISTORY - 20020121 MARK NOT FOUND USPSQD AD6720 HISTORY - 20030225 MARK NOT FOUND USPSQD AD6720 HISTORY - 20040305 MARK NOT FOUND USPSQD AD6720 HISTORY - 20040307 MARK NOT FOUND USPSQD AD6720 AD6720 STATION DESCRIPTION AD6720 AD6720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (GCP) AD6720'SATELLITE STATION IS LOCATED ABOUT 1 MILE EAST OF SUNSHINE STATE AD6720'PARKWAY AND ABOUT 1-1/4 MILES NORTH OF LAKE WORTH ROAD AND 1 AD6720'MILE SOUTH OF FOREST HILL BOULEVARD. AD6720' AD6720'TO REACH SATELLITE STATION FROM INTERSECTION OF S. R. 80 AD6720'(SOUTHERN BOULEVARD) AND S. R. 809 (MILITARY TRAIL), GO SOUTH ON AD6720'MILITARY TRAIL FOR 1.7 MILES TO FOREST HILL BOULEVARD. TURN AD6720'RIGHT AND PROCEED 2.7 MILES TO PINEHURST DRIVE. TURN LEFT AND AD6720'GO .95 MILE TO STATION SITE. AD6720' AD6720'SATELLITE STATION, STAMPED FOREST S-1, 1970, IS SET FLUSH TO THE AD6720'GROUND. POINT IS 25.90 FEET EAST OF THE CENTERLINE OF PINEHURST AD6720'DRIVE, 64.20 FEET SOUTH SOUTHWEST OF A 15 IN PINE TREE, 22.40 FEET AD6720'WEST NORTHWEST OF TWIN PINES. POINT IS 10-1/4 IN WEST OF A METAL AD6720'WITNESS POST. AD6720' AD6720'AZ. MK 1 IS A U.S.C. AND G. AZIMUTH MARK SET TO CONTROL STATION AD6720'HURST. POINT IS 1.0 MILE SOUTH OF FOREST S-1. POINT IS SET IN AD6720'SIDEWALK ABOVE CONCRETE CULVERT OVER LATERAL 11. POINT IS 38.0 AD6720'FEET WEST OF THE CENTERLINE OF PINEHURST DRIVE, 30.30 FEET SOUTH AD6720'SOUTHEAST OF A POWER POLE, AND 31.75 FEET NORTH OF BENCH MARK AD6720'H ON SIDEWALK. AD6720' AD6720'AZ. MK 2, STAMPED FOREST S-1, A-2, IS SET IN THE SOUTHWEST AD6720'CORNER OF A CONCRETE CULVERT OVER LATERAL 10 .25 MILE NORTH OF AD6720'SATELLITE. POINT 98.50 FEET WEST SOUTHWEST OF CABBAGE PALM ON AD6720'WEST SIDE OF PINEHURST DRIVE, 28.70 FEET WEST NORTHWEST OF CORNER AD6720'FENCE POST OF PINEHURST STABLES, AND 27.30 FEET EAST OF AD6720'CENTERLINE OF PINEHURST ROAD. AD6720' AD6720'NOTE--SATELLITE FOREST S-1 IS TIED TO TRIANGULATION STATIONS AD6720'FOREST AND HURST. AD6720 AD6720 STATION RECOVERY (1995) AD6720 AD6720'RECOVERY NOTE BY US POWER SQUADRON 1995 AD6720'MARK NOT FOUND. AD6720 AD6720 STATION RECOVERY (1995) AD6720 AD6720'RECOVERY NOTE BY US POWER SQUADRON 1995 AD6720'MARK NOT FOUND. AD6720 AD6720 STATION RECOVERY (2000) AD6720 AD6720'RECOVERY NOTE BY US POWER SQUADRON 2000 (AAS) AD6720'MCCADAM SIDEWALK PUT IN NEXT TO ROAD BECAUSE OF NEW SCHOOL IN AREA. AD6720'BOLT IN SIDEWALK AT APPROX LOCATION OF SIDEWALK. AD6720 AD6720 STATION RECOVERY (2002) AD6720 AD6720'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD6720'MARK NOT FOUND. AD6720 AD6720 STATION RECOVERY (2003) AD6720 AD6720'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6720'MARK NOT FOUND. AD6720 AD6720 STATION RECOVERY (2004) AD6720 AD6720'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD6720'MARK NOT FOUND. AD6720 AD6720 STATION RECOVERY (2004) AD6720 AD6720'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD6720'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD6742 *********************************************************************** AD6742 DESIGNATION - FOREST S 2 AD6742 PID - AD6742 AD6742 STATE/COUNTY- FL/PALM BEACH AD6742 USGS QUAD - PALM BEACH FARMS (1983) AD6742 AD6742 *CURRENT SURVEY CONTROL AD6742 ___________________________________________________________________ AD6742* NAD 83(1990)- 26 38 23.28551(N) 080 08 44.50358(W) ADJUSTED AD6742* NAVD 88 - 5.5 (meters) 18. (feet) VERTCON AD6742 ___________________________________________________________________ AD6742 LAPLACE CORR- -3.24 (seconds) DEFLEC99 AD6742 GEOID HEIGHT- -26.00 (meters) GEOID03 AD6742 AD6742 HORZ ORDER - SECOND AD6742 AD6742.The horizontal coordinates were established by classical geodetic methods AD6742.and adjusted by the National Geodetic Survey in May 1991. AD6742 AD6742.The NAVD 88 height was computed by applying the VERTCON shift value to AD6742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6742 AD6742.The Laplace correction was computed from DEFLEC99 derived deflections. AD6742 AD6742.The geoid height was determined by GEOID03. AD6742 AD6742; North East Units Scale Factor Converg. AD6742;SPC FL E - 255,780.506 285,059.291 MT 1.00003047 +0 22 59.1 AD6742;UTM 17 - 2,946,825.216 585,030.269 MT 0.99968926 +0 22 59.1 AD6742 AD6742! - Elev Factor x Scale Factor = Combined Factor AD6742!SPC FL E - 1.00000323 x 1.00003047 = 1.00003370 AD6742!UTM 17 - 1.00000323 x 0.99968926 = 0.99969249 AD6742 AD6742: Primary Azimuth Mark Grid Az AD6742:SPC FL E - FOREST S 2 AZ MK 1 358 43 48.2 AD6742:UTM 17 - FOREST S 2 AZ MK 1 358 43 48.2 AD6742 AD6742|---------------------------------------------------------------------| AD6742| PID Reference Object Distance Geod. Az | AD6742| dddmmss.s | AD6742| AD6741 FOREST S 2 PBCSD A PT 5.025 METERS 10640 | AD6742| CW9618 FOREST S 2 AZ MK 2 1820729.2 | AD6742| CW9617 FOREST S 2 AZ MK 1 3590647.3 | AD6742|---------------------------------------------------------------------| AD6742 AD6742 SUPERSEDED SURVEY CONTROL AD6742 AD6742 NAD 83(1986)- 26 38 23.29001(N) 080 08 44.51187(W) AD( ) 2 AD6742 NAD 27 - 26 38 22.04755(N) 080 08 45.35340(W) AD( ) 2 AD6742 NGVD 29 (07/19/86) 5.9 (m) 19. (f) VERT ANG AD6742 AD6742.Superseded values are not recommended for survey control. AD6742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6742.See file dsdata.txt to determine how the superseded data were derived. AD6742 AD6742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8503046825(NAD 83) AD6742_MARKER: DD = SURVEY DISK AD6742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6742_SP_SET: TOP OF SQUARE CONCRETE MONUMENT AD6742 AD6742 HISTORY - Date Condition Report By AD6742 HISTORY - 1970 MONUMENTED FL-099 AD6742 HISTORY - 1987 GOOD USPSQD AD6742 HISTORY - 19950103 GOOD USPSQD AD6742 HISTORY - 19950320 MARK NOT FOUND USPSQD AD6742 HISTORY - 20011203 MARK NOT FOUND USPSQD AD6742 HISTORY - 20030225 MARK NOT FOUND USPSQD AD6742 HISTORY - 20040305 MARK NOT FOUND USPSQD AD6742 HISTORY - 20040307 MARK NOT FOUND USPSQD AD6742 AD6742 STATION DESCRIPTION AD6742 AD6742'DESCRIBED BY PALM BEACH COUNTY FLORIDA 1970 (GCP) AD6742'THE SATELLITE STATION IS LOCATED 1-3/4 MILE EAST OF SUNSHINE STATE AD6742'PARKWAY ABOUT 1-1/2 MILE NORTH OF LAKE WORTH ROAD AND ABOUT 3/4 AD6742'MILE SOUTH OF FOREST HILL BOULEVARD. AD6742' AD6742'TO REACH THE SATELLITE STATION FROM INTERSECTION OF S. R. 80 AD6742'(SOUTHERN BOULEVARD) AND S. R. 809 (MILITARY TRAIL), GO SOUTH ON AD6742'MILITARY TRAIL FOR 1.7 MILES TO FOREST HILL BOULEVARD. TURN RIGHT AD6742'AND PROCEED 2.0 MILES TO JOG ROAD. TURN LEFT AND .8 MILE TO AD6742'STATION SITE OPPOSITE PINEGROVE STABLES. AD6742' AD6742'S-2 AND S-2, A-1, ARE PALM BEACH COUNTY GEODETIC DISKS SET IN ROUND AD6742'CONCRETE POSTS. S-2, A-2, IS A CONVERTED CORPS OF ENGINEERS, PALM AD6742'BEACH COUNTY, BRASS DISK. AD6742' AD6742'SATELLITE, STAMPED FOREST S-2, 1970, IS SET FLUSH. POINT IS 30.80 AD6742'FEET EAST OF CENTERLINE OF JOG ROAD, 11.90 FEET NORTH NORTHWEST OF A AD6742'TELEPHONE POLE NUMBERED 08. POINT IS 9-1/4 IN WEST OF A METAL AD6742'WITNESS POST. AD6742' AD6742'AZ MK 1, STAMPED FOREST S-2, A-1, 1970, IS SET FLUSH. POINT IS .25 AD6742'MILE NORTH OF SATELLITE. POINT IS 5.25 FEET EAST OF POWER POLE AD6742'NUMBERED 128C16, 40.40 FEET NORTH NORTHEAST OF A 12 IN PINE AD6742'TREE AND 28.45 FEET WEST OF THE CENTERLINE OF JOG ROAD. POINT IS AD6742'1 FOOT EAST OF A METAL WITNESS POST. AD6742' AD6742'AZ. MK 2, STAMPED S-2, A-2, 1970, IS SET IN A CONCRETE FLUSH AD6742'HEADER AT THE NORTHEAST CORNER OF THE INTERSECTION OF JOG ROAD AND AD6742'10TH AVENUE WHICH IS .55 MILE SOUTH OF SATELLITE. POINT IS 33.10 AD6742'FEET WEST OF A 12 IN PINE TREE, 20.60 FEET EAST OF THE AD6742'CENTERLINE OF JOG ROAD AND 50.50 FEET NORTH OF CENTERLINE OF 10TH AD6742'AVENUE. AD6742' AD6742'NOTE--SATELLITE FOREST S-2 IS TIED TO TRIANGULATION STATION AD6742'FOREST. AD6742 AD6742 STATION RECOVERY (1987) AD6742 AD6742'RECOVERY NOTE BY US POWER SQUADRON 1987 (BJS) AD6742'RECOVERED IN GOOD CONDITION. AD6742 AD6742 STATION RECOVERY (1995) AD6742 AD6742'RECOVERY NOTE BY US POWER SQUADRON 1995 AD6742'RECOVERED IN GOOD CONDITION. AD6742 AD6742 STATION RECOVERY (1995) AD6742 AD6742'RECOVERY NOTE BY US POWER SQUADRON 1995 AD6742'MARK NOT FOUND. AD6742 AD6742 STATION RECOVERY (2001) AD6742 AD6742'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS) AD6742'JOG ROAD WIDENED TO 6 LANES WITH A WIDE MEDIAN AT LOCATION. AD6742' AD6742 AD6742 STATION RECOVERY (2003) AD6742 AD6742'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6742'MARK NOT FOUND. AD6742 AD6742 STATION RECOVERY (2004) AD6742 AD6742'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD6742'MARK NOT FOUND. AD6742 AD6742 STATION RECOVERY (2004) AD6742 AD6742'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD6742'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD6927 *********************************************************************** AD6927 DESIGNATION - HELD AD6927 PID - AD6927 AD6927 STATE/COUNTY- FL/PALM BEACH AD6927 USGS QUAD - UNIVERSITY PARK (1983) AD6927 AD6927 *CURRENT SURVEY CONTROL AD6927 ___________________________________________________________________ AD6927* NAD 83(1990)- 26 24 31.15322(N) 080 10 15.77139(W) ADJUSTED AD6927* NAVD 88 - 5.88 (+/-2cm) 19.3 (feet) VERTCON AD6927 ___________________________________________________________________ AD6927 LAPLACE CORR- -3.03 (seconds) DEFLEC99 AD6927 GEOID HEIGHT- -25.71 (meters) GEOID03 AD6927 AD6927 HORZ ORDER - FIRST AD6927 VERT ORDER - THIRD (See Below) AD6927 AD6927.The horizontal coordinates were established by classical geodetic methods AD6927.and adjusted by the National Geodetic Survey in August 1993. AD6927 AD6927.The NAVD 88 height was computed by applying the VERTCON shift value to AD6927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD6927.The vertical order pertains to the NGVD 29 superseded value. AD6927 AD6927.The Laplace correction was computed from DEFLEC99 derived deflections. AD6927 AD6927.The geoid height was determined by GEOID03. AD6927 AD6927; North East Units Scale Factor Converg. AD6927;SPC FL E - 230,153.485 282,700.463 MT 1.00002559 +0 22 07.4 AD6927;UTM 17 - 2,921,206.939 582,672.246 MT 0.99968438 +0 22 07.4 AD6927 AD6927! - Elev Factor x Scale Factor = Combined Factor AD6927!SPC FL E - 1.00000312 x 1.00002559 = 1.00002871 AD6927!UTM 17 - 1.00000312 x 0.99968438 = 0.99968749 AD6927 AD6927: Primary Azimuth Mark Grid Az AD6927:SPC FL E - HELD AZ MK 174 42 08.0 AD6927:UTM 17 - HELD AZ MK 174 42 08.0 AD6927 AD6927|---------------------------------------------------------------------| AD6927| PID Reference Object Distance Geod. Az | AD6927| dddmmss.s | AD6927| CW8994 HELD RM 1 21.284 METERS 00942 | AD6927| CW8995 HELD RM 2 21.543 METERS 07337 | AD6927| AD6926 UNIVERSITY PARK MUN TANK APPROX. 3.7 KM 1141735.8 | AD6927| CW8993 HELD AZ MK 1750415.4 | AD6927| AD6921 BOCA RATON RAD STA WWOG MAST APPROX. 4.2 KM 1815025.0 | AD6927| AD6939 DELRAY BEACH TURNPIKE RAD MAST APPROX. 5.3 KM 3571454.3 | AD6927|---------------------------------------------------------------------| AD6927 AD6927 SUPERSEDED SURVEY CONTROL AD6927 AD6927 NAD 83(1990)- 26 24 31.15329(N) 080 10 15.77097(W) AD( ) 2 AD6927 NAD 83(1990)- 26 24 31.15325(N) 080 10 15.77216(W) AD( ) 1 AD6927 NAD 83(1986)- 26 24 31.15736(N) 080 10 15.77934(W) AD( ) 1 AD6927 NAD 27 - 26 24 29.88453(N) 080 10 16.61592(W) AD( ) 1 AD6927 NGVD 29 (03/31/93) 6.35 (m) 20.8 (f) LEVELING 3 AD6927 AD6927.Superseded values are not recommended for survey control. AD6927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6927.See file dsdata.txt to determine how the superseded data were derived. AD6927 AD6927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8267221207(NAD 83) AD6927_MARKER: DS = TRIANGULATION STATION DISK AD6927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD6927_SP_SET: CONCRETE POST AD6927_STAMPING: HELD 1970 AD6927_MARK LOGO: CGS AD6927_MAGNETIC: N = NO MAGNETIC MATERIAL AD6927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD6927+STABILITY: SURFACE MOTION AD6927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD6927+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991 AD6927 AD6927 HISTORY - Date Condition Report By AD6927 HISTORY - 1970 MONUMENTED NGS AD6927 HISTORY - 1970 GOOD CGS AD6927 HISTORY - 1979 GOOD NGS AD6927 HISTORY - 19910810 GOOD ADRGS AD6927 HISTORY - 20031119 MARK NOT FOUND USPSQD AD6927 HISTORY - 20050321 MARK NOT FOUND USPSQD AD6927 AD6927 STATION DESCRIPTION AD6927 AD6927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (NCA) AD6927'STATION IS ABOUT 7 MILES SOUTHWEST OF DELRAY BEACH, 6 MILES AD6927'NORTHWEST OF BOCA RATON, AT THE POINT WHERE CLINT MOORE ROAD AD6927'PASSES UNDER THE SUNSHINE STATE PARKWAY, BETWEEN THE PARKWAY AND AD6927'A CANAL, ON THE SOUTH SIDE OF THE ROAD AND ON THE ROAD AD6927'RIGHT-OF-WAY. AD6927' AD6927'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 806 AD6927'AND 809 (DELRAY ROAD AND MILITARY TRAIL) ABOUT 3 MILES WEST AD6927'OF DELRAY BEACH, GO SOUTH ON HIGHWAY 809 (MILITARY TRAIL) FOR AD6927'3.4 MILES TO A SIDE ROAD RIGHT (CLINT MOORE ROAD). TURN RIGHT AD6927'AND GO WEST ON CLINT MOORE ROAD FOR 3.1 MILES TO A T AD6927'JUNCTION. TURN LEFT AND GO SOUTH ON DIRT ROAD (CLINT MOORE AD6927'ROAD) FOR 0.05 MILE TO A SIDE ROAD RIGHT (CLINT MOORE ROAD). AD6927'(TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE SOUTH ON AD6927'THE DIRT ROAD FOR 0.2 MILE TO A LONE PINE TREE ON THE RIGHT AD6927'AND MARK ON RIGHT AS DESCRIBED.) TURN LEFT AND GO WEST AD6927'CROSSING A BRIDGE FOR ABOUT 100 FEET TO THE STATION ON THE LEFT AD6927'AS DESCRIBED. AD6927' AD6927'ALL MARKS ARE STANDARD DISKS. AD6927' AD6927'STATION MARK, STAMPED HELD 1970, IS SET IN A ROUND CONCRETE AD6927'POST FLUSH WITH THE GROUND. IT IS 82 FEET EAST OF THE SOUTHEAST AD6927'CORNER OF THE OVERPASS ON THE PARKWAY, 41 FEET SOUTH OF CENTER AD6927'OF CLINT MOORE ROAD, 31.5 FEET SOUTHWEST OF THE SOUTHWEST AD6927'CORNER OF THE BRIDGE, 18 FEET WEST OF THE WEST EDGE OF A CANAL AD6927'AND 12.2 FEET NORTHEAST OF A FENCE CORNER. AD6927' AD6927'REFERENCE MARK 1, STAMPED HELD NO 1 1970, IS CEMENTED IN A AD6927'DRILL HOLE IN THE NORTHWEST RETAINING WALL OF THE BRIDGE. IT AD6927'IS 29.5 FEET NORTH OF CENTER OF THE ROAD, 19 FEET SOUTH OF THE AD6927'EAST END OF A FENCE AND 10.5 FEET NORTHWEST OF THE NORTHWEST AD6927'CORNER OF THE BRIDGE. AD6927' AD6927'REFERENCE MARK 2, STAMPED HELD NO 2 1970, IS CEMENTED IN A DRILL AD6927'HOLE IN THE SOUTHEAST RETAINING WALL OF THE BRIDGE. IT IS 31 AD6927'FEET WEST OF CENTER OF A NORTH-SOUTH ROAD, 22 FEET SOUTH OF AD6927'CENTER OF CLINT MOORE ROAD AND 6.5 FEET SOUTHEAST OF THE SOUTHEAST AD6927'CORNER OF THE BRIDGE. AD6927' AD6927'AZIMUTH MARK, STAMPED HELD 1970, IS SET IN A ROUND CONCRETE AD6927'POST WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND. IT IS 19 AD6927'FEET WEST OF CENTER OF THE NORTH-SOUTH ROAD, 5.5 FEET NORTH OF AD6927'A 6-INCH PINE TREE AND 1.1 FEET NORTH OF A METAL WITNESS POST. AD6927' AD6927'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. AD6927 AD6927 STATION RECOVERY (1970) AD6927 AD6927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 AD6927'RECOVERED IN GOOD CONDITION. AD6927 AD6927 STATION RECOVERY (1979) AD6927 AD6927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN) AD6927'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AND AD6927'FOUND IN GOOD CONDITION. AZIMUTH MARK WAS FOUND DESTROYED WITH THE AD6927'DISK MISSING. THE ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR THE AD6927'AZIMUTH MARK BEING DESTROYED. SEE THE ORIGINAL DESCRIPTION FOR THE TO AD6927'REACH AND DESCRIPTION OF STATION MARK, REFERENCE MARKS 1 AND 2. AD6927 AD6927 STATION RECOVERY (1991) AD6927 AD6927'RECOVERY NOTE BY ADR GEODETIC SERVICES 1991 AD6927'RECOVERED IN GOOD CONDITION. AD6927 AD6927 STATION RECOVERY (2003) AD6927 AD6927'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6927'MARK NOT FOUND. AD6927 AD6927 STATION RECOVERY (2005) AD6927 AD6927'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS) AD6927'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD6721 *********************************************************************** AD6721 DESIGNATION - LAKE WORTH CO SHERIFF DEPT MST AD6721 PID - AD6721 AD6721 STATE/COUNTY- FL/PALM BEACH AD6721 USGS QUAD - PALM BEACH FARMS (1983) AD6721 AD6721 *CURRENT SURVEY CONTROL AD6721 ___________________________________________________________________ AD6721* NAD 83(1990)- 26 38 47.69931(N) 080 10 21.11416(W) ADJUSTED AD6721* NAVD 88 - AD6721 ___________________________________________________________________ AD6721 LAPLACE CORR- -2.97 (seconds) DEFLEC99 AD6721 GEOID HEIGHT- -25.93 (meters) GEOID03 AD6721 AD6721 HORZ ORDER - THIRD AD6721 AD6721.The horizontal coordinates were established by classical geodetic methods AD6721.and adjusted by the National Geodetic Survey in May 1991. AD6721 AD6721 AD6721.The Laplace correction was computed from DEFLEC99 derived deflections. AD6721 AD6721.The geoid height was determined by GEOID03. AD6721 AD6721; North East Units Scale Factor Converg. AD6721;SPC FL E - 256,514.312 282,382.343 MT 1.00002493 +0 22 16.1 AD6721;UTM 17 - 2,947,558.772 582,354.235 MT 0.99968373 +0 22 16.1 AD6721 AD6721 SUPERSEDED SURVEY CONTROL AD6721 AD6721 NAD 83(1986)- 26 38 47.70370(N) 080 10 21.12237(W) AD( ) 4 AD6721 NAD 27 - 26 38 46.46142(N) 080 10 21.96129(W) AD( ) 3 AD6721 AD6721.Superseded values are not recommended for survey control. AD6721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD6721.See file dsdata.txt to determine how the superseded data were derived. AD6721 AD6721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8235447559(NAD 83) AD6721_MARKER: 42 = RADIO/TV MAST AD6721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD6721+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2003 AD6721 AD6721 HISTORY - Date Condition Report By AD6721 HISTORY - 1970 FIRST OBSERVED NGS AD6721 HISTORY - 1987 GOOD USPSQD AD6721 HISTORY - 19950320 MARK NOT FOUND USPSQD AD6721 HISTORY - 19950505 GOOD USPSQD AD6721 HISTORY - 20010331 GOOD NGS AD6721 HISTORY - 20011203 GOOD USPSQD AD6721 HISTORY - 20030225 GOOD USPSQD AD6721 HISTORY - 20040305 GOOD USPSQD AD6721 HISTORY - 20040307 GOOD USPSQD AD6721 AD6721 STATION DESCRIPTION AD6721 AD6721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (PEC) AD6721'THE STATION IS LOCATED 7-1/2 MILES WEST-NORTHWEST OF LAKE WORTH, AD6721'207 FEET SOUTH OF THE CENTER LINE OF SMALL WOODEN BRIDGE OVER AD6721'CANAL, 8 FEET WEST OF THE WEST SIDE OF SMALL WHITE BUILDING. IT AD6721'IS APPROXIMATELY 280 FEET HIGH AND ALTERNATELY PAINTED RED AND AD6721'WHITE, THE LIGHT ON TOP IS CENTERED. AD6721' AD6721'TO REACH FROM THE JUNCTION OF MILITARY TRAIL AND SOUTHERN BLVD. IN AD6721'THE WEST EDGE OF WEST PALM BEACH, GO SOUTH ON MILITARY TRAIL AD6721'FOR 2.0 MILES THENCE WEST ON FOREST HILL ROAD FOR 3.7 MILES AND AD6721'THE STATION ON THE LEFT ABOUT 0.15 MILE SOUTH OF THE ROAD. AD6721' AD6721'THE MAST IS THE PROPERTY OF THE PALM BEACH COUNTY SHERIFFS AD6721'DEPARTMENT. AD6721' AD6721'THE POINT INTERSECTED WAS THE RED LIGHT ATOP AND CENTER OF THE AD6721'MAST. AD6721 AD6721 STATION RECOVERY (1987) AD6721 AD6721'RECOVERY NOTE BY US POWER SQUADRON 1987 (BJS) AD6721'RECOVERED IN GOOD CONDITION. AD6721 AD6721 STATION RECOVERY (1995) AD6721 AD6721'RECOVERY NOTE BY US POWER SQUADRON 1995 AD6721'MARK NOT FOUND. AD6721 AD6721 STATION RECOVERY (1995) AD6721 AD6721'RECOVERY NOTE BY US POWER SQUADRON 1995 AD6721'RECOVERED IN GOOD CONDITION. AD6721 AD6721 STATION RECOVERY (2001) AD6721 AD6721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AD6721'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AD6721 AD6721 STATION RECOVERY (2001) AD6721 AD6721'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS) AD6721' AD6721' AD6721 AD6721 STATION RECOVERY (2003) AD6721 AD6721'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD6721'RECOVERED IN GOOD CONDITION. AD6721 AD6721 STATION RECOVERY (2004) AD6721 AD6721'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD6721'RECOVERED IN GOOD CONDITION. AD6721 AD6721 STATION RECOVERY (2004) AD6721 AD6721'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD6721'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD2656 *********************************************************************** AD2656 DESIGNATION - M 98 AD2656 PID - AD2656 AD2656 STATE/COUNTY- FL/PALM BEACH AD2656 USGS QUAD - WEST DIXIE BEND (1983) AD2656 AD2656 *CURRENT SURVEY CONTROL AD2656 ___________________________________________________________________ AD2656* NAD 83(1986)- 26 22 08. (N) 080 09 14. (W) SCALED AD2656* NAVD 88 - 5.382 (meters) 17.66 (feet) ADJUSTED AD2656 ___________________________________________________________________ AD2656 GEOID HEIGHT- -25.75 (meters) GEOID03 AD2656 DYNAMIC HT - 5.374 (meters) 17.63 (feet) COMP AD2656 MODELED GRAV- 979,084.1 (mgal) NAVD 88 AD2656 AD2656 VERT ORDER - SECOND CLASS 0 AD2656 AD2656.The horizontal coordinates were scaled from a topographic map and have AD2656.an estimated accuracy of +/- 6 seconds. AD2656 AD2656.The orthometric height was determined by differential leveling AD2656.and adjusted by the National Geodetic Survey in June 1991. AD2656 AD2656.The geoid height was determined by GEOID03. AD2656 AD2656.The dynamic height is computed by dividing the NAVD 88 AD2656.geopotential number by the normal gravity value computed on the AD2656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2656.degrees latitude (g = 980.6199 gals.). AD2656 AD2656.The modeled gravity was interpolated from observed gravity values. AD2656 AD2656; North East Units Estimated Accuracy AD2656;SPC FL E - 225,760. 284,440. MT (+/- 180 meters Scaled) AD2656 AD2656 SUPERSEDED SURVEY CONTROL AD2656 AD2656 NGVD 29 (??/??/92) 5.855 (m) 19.21 (f) ADJ UNCH 2 0 AD2656 AD2656.Superseded values are not recommended for survey control. AD2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2656.See file dsdata.txt to determine how the superseded data were derived. AD2656 AD2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK844168(NAD 83) AD2656_MARKER: DB = BENCH MARK DISK AD2656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2656_SP_SET: SET IN TOP OF CONCRETE MONUMENT AD2656_STAMPING: M 98 1942 AD2656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2656+STABILITY: SURFACE MOTION AD2656 AD2656 HISTORY - Date Condition Report By AD2656 HISTORY - 1942 MONUMENTED CGS AD2656 HISTORY - 1961 MARK NOT FOUND NGS AD2656 HISTORY - 1989 MARK NOT FOUND USPSQD AD2656 HISTORY - 19950210 MARK NOT FOUND USPSQD AD2656 HISTORY - 20040301 MARK NOT FOUND USPSQD AD2656 HISTORY - 20040307 MARK NOT FOUND USPSQD AD2656 AD2656 STATION DESCRIPTION AD2656 AD2656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 AD2656'2 MI W FROM BOCA RATON. AD2656'2.2 MILES WEST ALONG A COUNTRY ROAD FROM THE SEABOARD AIR AD2656'LINE RAILROAD STATION AT NORTH BOCA RATON, PALM BEACH COUNTY, AD2656'AT A BRIDGE OVER A CANAL, AT THE JUNCTION OF A PRIVATE ROAD AD2656'LEADING NORTH, 91 FEET WEST OF THE CENTER LINE OF THE PRIVATE AD2656'ROAD, 15 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE, AD2656'18 FEET NORTH OF THE CENTER LINE OF THE ROAD, 10 FEET EAST OF THE AD2656'EAST BANK OF THE CANAL, AND 1.6 FEET SOUTH OF A WHITE WOODEN AD2656'WITNESS POST. A STANDARD DISK, STAMPED M 98 1942 AND SET IN AD2656'THE TOP OF A CONCRETE POST. AD2656 AD2656 STATION RECOVERY (1989) AD2656 AD2656'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF) AD2656'MARK NOT FOUND. AD2656 AD2656 STATION RECOVERY (1995) AD2656 AD2656'RECOVERY NOTE BY US POWER SQUADRON 1995 AD2656'MARK NOT FOUND. AD2656 AD2656 STATION RECOVERY (2004) AD2656 AD2656'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD2656'LOCATION OF MARK IS NOW A 6 LANE HIGHWAY. AD2656 AD2656 STATION RECOVERY (2004) AD2656 AD2656'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD2656'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8424 *********************************************************************** AD8424 DESIGNATION - MCKYER AD8424 PID - AD8424 AD8424 STATE/COUNTY- FL/PALM BEACH AD8424 USGS QUAD - PALM BEACH FARMS (1983) AD8424 AD8424 *CURRENT SURVEY CONTROL AD8424 ___________________________________________________________________ AD8424* NAD 83(1999)- 26 38 35.92072(N) 080 12 12.56910(W) ADJUSTED AD8424* NAVD 88 - 5.5 (meters) 18. (feet) VERTCON AD8424 ___________________________________________________________________ AD8424 X - 970,651.683 (meters) COMP AD8424 Y - -5,621,516.224 (meters) COMP AD8424 Z - 2,842,936.996 (meters) COMP AD8424 LAPLACE CORR- -2.73 (seconds) DEFLEC99 AD8424 ELLIP HEIGHT- -20.44 (meters) (07/06/01) GPS OBS AD8424 GEOID HEIGHT- -25.84 (meters) GEOID03 AD8424 AD8424 HORZ ORDER - FIRST AD8424 ELLP ORDER - FOURTH CLASS II AD8424 AD8424.The horizontal coordinates were established by GPS observations AD8424.and adjusted by the National Geodetic Survey in July 2001. AD8424 AD8424.The NAVD 88 height was computed by applying the VERTCON shift value to AD8424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8424 AD8424.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8424 AD8424.The Laplace correction was computed from DEFLEC99 derived deflections. AD8424 AD8424.The ellipsoidal height was determined by GPS observations AD8424.and is referenced to NAD 83. AD8424 AD8424.The geoid height was determined by GEOID03. AD8424 AD8424; North East Units Scale Factor Converg. AD8424;SPC FL E - 256,132.207 279,302.148 MT 1.00001879 +0 21 25.9 AD8424;UTM 17 - 2,947,176.798 579,275.091 MT 0.99967759 +0 21 25.9 AD8424 AD8424! - Elev Factor x Scale Factor = Combined Factor AD8424!SPC FL E - 1.00000321 x 1.00001879 = 1.00002200 AD8424!UTM 17 - 1.00000321 x 0.99967759 = 0.99968080 AD8424 AD8424 SUPERSEDED SURVEY CONTROL AD8424 AD8424 NAD 83(1990)- 26 38 35.91984(N) 080 12 12.56728(W) AD( ) 1 AD8424 ELLIP H (08/13/93) -20.44 (m) GP( ) 4 1 AD8424 NAD 83(1990)- 26 38 35.91944(N) 080 12 12.56806(W) AD( ) 1 AD8424 ELLIP H (03/31/93) -20.43 (m) GP( ) 4 1 AD8424 NGVD 29 (03/31/93) 5.9 (m) 19. (f) GPS OBS AD8424 AD8424.Superseded values are not recommended for survey control. AD8424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8424.See file dsdata.txt to determine how the superseded data were derived. AD8424 AD8424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7927547177(NAD 83) AD8424_MARKER: DD = SURVEY DISK AD8424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8424_SP_SET: CONCRETE POST AD8424_STAMPING: MCKYER AD8424_MARK LOGO: FL-099 AD8424_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8424+STABILITY: SURFACE MOTION AD8424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8424+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991 AD8424 AD8424 HISTORY - Date Condition Report By AD8424 HISTORY - UNK MONUMENTED FL-099 AD8424 HISTORY - 19910810 GOOD ADRGS AD8424 HISTORY - 20020123 MARK NOT FOUND USPSQD AD8424 HISTORY - 20030225 MARK NOT FOUND USPSQD AD8424 HISTORY - 20040305 MARK NOT FOUND USPSQD AD8424 HISTORY - 20040307 MARK NOT FOUND USPSQD AD8424 AD8424 STATION DESCRIPTION AD8424 AD8424'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8424'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 (US ROUTE AD8424'441 TO THE SOUTH) AND SOUTHERN BOULEVARD (STATE ROUTE 80, US ROUTE AD8424'98, US ROUTE 441 TO THE WEST), GO SOUTH ON STATE ROUTE 7 FOR 3.5 MI AD8424'(5.63 KM) TO THE STATION ON THE EAST SIDE OF THE HIGHWAY, 1 FOOT EAST AD8424'OF THE EAST EDGE OF PAVEMENT OF STATE ROUTE 7 AND 56 FEET SOUTH OF AD8424'THE CENTERLINE OF AN ENTRANCE ROAD OVER A WOOD BRIDGE TO A FARM AD8424'RESIDENCE TO THE EAST. AD8424'THE STATION IS SOUTHWEST 10.70 FT (3.26 M) FROM A PK AND WASHER IN THE AD8424'SOUTH SIDE OF A GUARDRAIL POST, NORTHWEST 19.37 FT (5.90 M) FROM A PK AD8424'AND TIN TAB IN THE NORTH SIDE OF A GUARDRAIL POST, AND NORTH 13.45 FT AD8424'(4.10 M) FROM CONCRETE SECTION CORNER MONUMENT WITH A BRASS DISK AD8424'STAMPED 13/18. AD8424 AD8424 STATION RECOVERY (2002) AD8424 AD8424'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8424'ROAD REBUILT WEST OF OLD ROAD. AD8424 AD8424 STATION RECOVERY (2003) AD8424 AD8424'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8424'MARK NOT FOUND. AD8424 AD8424 STATION RECOVERY (2004) AD8424 AD8424'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8424'MARK NOT FOUND. AD8424 AD8424 STATION RECOVERY (2004) AD8424 AD8424'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8424'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD2655 *********************************************************************** AD2655 DESIGNATION - N 98 AD2655 PID - AD2655 AD2655 STATE/COUNTY- FL/PALM BEACH AD2655 USGS QUAD - WEST DIXIE BEND (1983) AD2655 AD2655 *CURRENT SURVEY CONTROL AD2655 ___________________________________________________________________ AD2655* NAD 83(1986)- 26 22 06. (N) 080 08 15. (W) SCALED AD2655* NAVD 88 - 4.447 (meters) 14.59 (feet) ADJUSTED AD2655 ___________________________________________________________________ AD2655 GEOID HEIGHT- -25.80 (meters) GEOID03 AD2655 DYNAMIC HT - 4.440 (meters) 14.57 (feet) COMP AD2655 MODELED GRAV- 979,083.9 (mgal) NAVD 88 AD2655 AD2655 VERT ORDER - SECOND CLASS 0 AD2655 AD2655.The horizontal coordinates were scaled from a topographic map and have AD2655.an estimated accuracy of +/- 6 seconds. AD2655 AD2655.The orthometric height was determined by differential leveling AD2655.and adjusted by the National Geodetic Survey in June 1991. AD2655 AD2655.The geoid height was determined by GEOID03. AD2655 AD2655.The dynamic height is computed by dividing the NAVD 88 AD2655.geopotential number by the normal gravity value computed on the AD2655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD2655.degrees latitude (g = 980.6199 gals.). AD2655 AD2655.The modeled gravity was interpolated from observed gravity values. AD2655 AD2655; North East Units Estimated Accuracy AD2655;SPC FL E - 225,710. 286,080. MT (+/- 180 meters Scaled) AD2655 AD2655 SUPERSEDED SURVEY CONTROL AD2655 AD2655 NGVD 29 (??/??/92) 4.921 (m) 16.14 (f) ADJ UNCH 2 0 AD2655 AD2655.Superseded values are not recommended for survey control. AD2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD2655.See file dsdata.txt to determine how the superseded data were derived. AD2655 AD2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK860167(NAD 83) AD2655_MARKER: DB = BENCH MARK DISK AD2655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD2655_SP_SET: SET IN TOP OF CONCRETE MONUMENT AD2655_STAMPING: N 98 1942 AD2655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD2655+STABILITY: SURFACE MOTION AD2655 AD2655 HISTORY - Date Condition Report By AD2655 HISTORY - 1942 MONUMENTED CGS AD2655 HISTORY - 1961 MARK NOT FOUND NGS AD2655 HISTORY - 1989 MARK NOT FOUND USPSQD AD2655 HISTORY - 20040301 MARK NOT FOUND USPSQD AD2655 HISTORY - 20040307 MARK NOT FOUND USPSQD AD2655 AD2655 STATION DESCRIPTION AD2655 AD2655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 AD2655'1 MI W FROM BOCA RATON. AD2655'1.1 MILES WEST ALONG A COUNTRY ROAD FROM THE SEABOARD AIR AD2655'LINE RAILROAD STATION AT NORTH BOCA RATON, PALM BEACH COUNTY, AD2655'AT A PRIVATE-ROAD INTERSECTION, 108 FEET EAST OF THE CENTER AD2655'LINE OF THE PRIVATE ROAD, 24 FEET SOUTH OF THE CENTER LINE OF AD2655'THE MAIN ROAD, 53 FEET EAST OF THE EAST BANK OF A DRAINAGE DITCH, AD2655'7 FEET WEST OF A TRIANGULAR-BLAZED PINE TREE, AND 1.2 FEET AD2655'NORTH OF A WHITE WOODEN WITNESS POST. A STANDARD DISK, STAMPED AD2655'N 98 1942 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE AD2655'LOCATION GIVEN IN THE DESCRIPTION WAS FOUND BUT THE MARK WAS AD2655'NOT THERE. AD2655 AD2655 STATION RECOVERY (1989) AD2655 AD2655'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF) AD2655'MARK NOT FOUND. AD2655 AD2655 STATION RECOVERY (2004) AD2655 AD2655'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD2655'LOCATION OF MARK WAS AT THE INTERSECTION OF ST ANDREWS BLVD AND GLADES AD2655'ROAD. AD2655 AD2655 STATION RECOVERY (2004) AD2655 AD2655'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD2655'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8430 *********************************************************************** AD8430 DESIGNATION - NORTHWAY AD8430 PID - AD8430 AD8430 STATE/COUNTY- FL/PALM BEACH AD8430 USGS QUAD - UNIVERSITY PARK (1983) AD8430 AD8430 *CURRENT SURVEY CONTROL AD8430 ___________________________________________________________________ AD8430* NAD 83(1999)- 26 25 25.54783(N) 080 10 12.87125(W) ADJUSTED AD8430* NAVD 88 - 6.2 (meters) 20. (feet) VERTCON AD8430 ___________________________________________________________________ AD8430 X - 975,769.036 (meters) COMP AD8430 Y - -5,631,659.792 (meters) COMP AD8430 Z - 2,821,174.489 (meters) COMP AD8430 LAPLACE CORR- -3.02 (seconds) DEFLEC99 AD8430 ELLIP HEIGHT- -19.51 (meters) (07/06/01) GPS OBS AD8430 GEOID HEIGHT- -25.72 (meters) GEOID03 AD8430 AD8430 HORZ ORDER - FIRST AD8430 ELLP ORDER - FOURTH CLASS II AD8430 AD8430.The horizontal coordinates were established by GPS observations AD8430.and adjusted by the National Geodetic Survey in July 2001. AD8430 AD8430.The NAVD 88 height was computed by applying the VERTCON shift value to AD8430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8430 AD8430.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8430 AD8430.The Laplace correction was computed from DEFLEC99 derived deflections. AD8430 AD8430.The ellipsoidal height was determined by GPS observations AD8430.and is referenced to NAD 83. AD8430 AD8430.The geoid height was determined by GEOID03. AD8430 AD8430; North East Units Scale Factor Converg. AD8430;SPC FL E - 231,828.072 282,770.050 MT 1.00002573 +0 22 09.4 AD8430;UTM 17 - 2,922,880.954 582,741.809 MT 0.99968452 +0 22 09.4 AD8430 AD8430! - Elev Factor x Scale Factor = Combined Factor AD8430!SPC FL E - 1.00000307 x 1.00002573 = 1.00002880 AD8430!UTM 17 - 1.00000307 x 0.99968452 = 0.99968758 AD8430 AD8430 SUPERSEDED SURVEY CONTROL AD8430 AD8430 NAD 83(1990)- 26 25 25.54647(N) 080 10 12.87008(W) AD( ) 1 AD8430 ELLIP H (08/13/93) -19.52 (m) GP( ) 4 1 AD8430 NAD 83(1990)- 26 25 25.54654(N) 080 10 12.86967(W) AD( ) 1 AD8430 ELLIP H (03/31/93) -19.53 (m) GP( ) 4 1 AD8430 NGVD 29 (03/31/93) 6.7 (m) 22. (f) GPS OBS AD8430 AD8430.Superseded values are not recommended for survey control. AD8430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8430.See file dsdata.txt to determine how the superseded data were derived. AD8430 AD8430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8274222881(NAD 83) AD8430_MARKER: DD = SURVEY DISK AD8430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8430_SP_SET: CONCRETE POST AD8430_STAMPING: NORTHWAY AD8430_MARK LOGO: FL-099 AD8430_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8430+STABILITY: SURFACE MOTION AD8430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8430+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2005 AD8430 AD8430 HISTORY - Date Condition Report By AD8430 HISTORY - UNK MONUMENTED FL-099 AD8430 HISTORY - 19910810 GOOD ADRGS AD8430 HISTORY - 20050321 GOOD USPSQD AD8430 AD8430 STATION DESCRIPTION AD8430 AD8430'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8430'TO REACH THE STATION FROM THE INTERSECTION OF MILITARY TRAIL (STATE AD8430'ROUTE 809) AND ATLANTIC AVENUE (STATE ROUTE 806), GO SOUTH ON AD8430'MILITARY TRAIL FOR 3.45 MI (5.55 KM) TO CLINT MOORE ROAD. TURN RIGHT AD8430'AND GO WEST ON CLINT MOORE ROAD FOR 1.6 MI (2.57 KM) TO JOG ROAD AD8430'(CARTER ROAD). CONTINUE WEST ON CLINT MOORE ROAD FOR 1.0 MI AD8430'(1.61 KM) TO CLARIDGE OVAL, THE ENTRANCE TO SAINT ANDREWS COUNTRY AD8430'CLUB. TURN RIGHT AND GO NORTH ON CLARIDGE OVAL FOR 0.25 MI (0.40 KM) AD8430'TO CLARIDGE OVAL EAST. TURN RIGHT AND GO 0.6 MI (0.97 KM) EAST AND AD8430'NORTH TO QUEENFERRY CIRCLE. TURN RIGHT AND GO EAST AND NORTH ON AD8430'QUEENFERRY CIRCLE FOR 0.7 MI (1.13 KM) TO A NORTH-SOUTH GOLF CART AD8430'CROSSING JUST PAST DARLINGTON COURT. TURN RIGHT ON THE GOLF CART PATH AD8430'AND GO NORTH ON THE PATH FOR 0.1 MI (0.16 KM) TO THE SOUTH BANK OF AN AD8430'EAST-WEST CANAL. TURN LEFT AND GO WEST FOR 1.1 MI (1.77 KM) TO THE AD8430'STATION, 12.5 FEET SOUTH OF THE SOUTH TOP OF THE BANK OF THE CANAL, AD8430'JUST BEFORE REACHING THE FLORIDA TURNPIKE. AD8430'THE STATION IS NORTHEAST 47.57 FT (14.50 M) FROM A NAIL AND TIN TAB IN AD8430'THE CENTERLINE OF THE ASPHALT GOLF CART PATH, NORTH 45.02 FT AD8430'(13.72 M) FROM A NAIL AND TIN TAB IN THE CENTERLINE OF THE ASPHALT AD8430'GOLF CART PATH, AND NORTHWEST 78.85 FT (24.03 M) FROM A NAIL AND TIN AD8430'TAB ON THE WEST SIDE OF A 10 INCH PALM TREE. THE STATION IS SOUTH AD8430'12.5 FT (3.81 M) FROM THE BASE OF A PALM BEACH COUNTY SURVEY WITNESS AD8430'POST AND SIGN. AD8430 AD8430 STATION RECOVERY (2005) AD8430 AD8430'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS) AD8430'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8446 *********************************************************************** AD8446 DESIGNATION - PBF 17 AD8446 PID - AD8446 AD8446 STATE/COUNTY- FL/PALM BEACH AD8446 USGS QUAD - PALM BEACH FARMS (1983) AD8446 AD8446 *CURRENT SURVEY CONTROL AD8446 ___________________________________________________________________ AD8446* NAD 83(1999)- 26 39 04.47266(N) 080 09 26.58877(W) ADJUSTED AD8446* NAVD 88 - 5.2 (meters) 17. (feet) VERTCON AD8446 ___________________________________________________________________ AD8446 X - 975,107.540 (meters) COMP AD8446 Y - -5,620,344.632 (meters) COMP AD8446 Z - 2,843,722.213 (meters) COMP AD8446 LAPLACE CORR- -3.10 (seconds) DEFLEC99 AD8446 ELLIP HEIGHT- -20.87 (meters) (07/06/01) GPS OBS AD8446 GEOID HEIGHT- -25.98 (meters) GEOID03 AD8446 AD8446 HORZ ORDER - FIRST AD8446 ELLP ORDER - FOURTH CLASS II AD8446 AD8446.The horizontal coordinates were established by GPS observations AD8446.and adjusted by the National Geodetic Survey in July 2001. AD8446 AD8446.The NAVD 88 height was computed by applying the VERTCON shift value to AD8446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8446 AD8446.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8446 AD8446.The Laplace correction was computed from DEFLEC99 derived deflections. AD8446 AD8446.The ellipsoidal height was determined by GPS observations AD8446.and is referenced to NAD 83. AD8446 AD8446.The geoid height was determined by GEOID03. AD8446 AD8446; North East Units Scale Factor Converg. AD8446;SPC FL E - 257,040.410 283,886.925 MT 1.00002802 +0 22 40.7 AD8446;UTM 17 - 2,948,084.691 583,858.303 MT 0.99968682 +0 22 40.7 AD8446 AD8446! - Elev Factor x Scale Factor = Combined Factor AD8446!SPC FL E - 1.00000328 x 1.00002802 = 1.00003130 AD8446!UTM 17 - 1.00000328 x 0.99968682 = 0.99969010 AD8446 AD8446: Primary Azimuth Mark Grid Az AD8446:SPC FL E - PBF 18 267 41 59.1 AD8446:UTM 17 - PBF 18 267 41 59.1 AD8446 AD8446|---------------------------------------------------------------------| AD8446| PID Reference Object Distance Geod. Az | AD8446| dddmmss.s | AD8446| AD8447 PBF 18 APPROX. 0.7 KM 2680439.8 | AD8446|---------------------------------------------------------------------| AD8446 AD8446 SUPERSEDED SURVEY CONTROL AD8446 AD8446 NAD 83(1990)- 26 39 04.47180(N) 080 09 26.58710(W) AD( ) 1 AD8446 ELLIP H (08/13/93) -20.86 (m) GP( ) 4 1 AD8446 NAD 83(1990)- 26 39 04.47139(N) 080 09 26.58779(W) AD( ) 1 AD8446 ELLIP H (03/31/93) -20.86 (m) GP( ) 4 1 AD8446 NGVD 29 (03/31/93) 5.6 (m) 18. (f) GPS OBS AD8446 AD8446.Superseded values are not recommended for survey control. AD8446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8446.See file dsdata.txt to determine how the superseded data were derived. AD8446 AD8446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8385848085(NAD 83) AD8446_MARKER: DD = SURVEY DISK AD8446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8446_SP_SET: CONCRETE POST AD8446_STAMPING: PBF 17 AD8446_MARK LOGO: ADRGS AD8446_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8446+STABILITY: SURFACE MOTION AD8446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8446+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2004 AD8446 AD8446 HISTORY - Date Condition Report By AD8446 HISTORY - 1991 MONUMENTED ADRGS AD8446 HISTORY - 20011203 GOOD USPSQD AD8446 HISTORY - 20030225 GOOD USPSQD AD8446 HISTORY - 20040305 GOOD USPSQD AD8446 HISTORY - 20040307 GOOD USPSQD AD8446 AD8446 STATION DESCRIPTION AD8446 AD8446'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8446'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 AND AD8446'SOUTHERN BOULEVARD (STATE ROUTE 80, US ROUTE 91) GO SOUTH ON STATE AD8446'ROUTE 7 FOR 2.1 MI (3.38 KM) TO FOREST HILL BOULEVARD. TURN LEFT AND AD8446'GO EAST ON FOREST HILL BOULEVARD FOR 2.9 MI (4.67 KM) TO GO PINEHURST AD8446'DRIVE AND THE STATION ON THE RIGHT, 56 FEET WEST OF THE CENTERLINE OF AD8446'PINEHURST DRIVE AND 55 FEET NORTH OF THE CENTERLINE OF FOREST HILL AD8446'BOULEVARD. AD8446'THE STATION IS RM1 IS SOUTHEAST 4.60 FT (1.40 M) FROM A PK AND TIN TAB AD8446'1.5 FEET UP THE SOUTH SIDE OF A POWER POLE, SOUTH 17.07 FT (5.20 M) AD8446'FROM AN X-CUT 1.5 FEET UP THE EAST SIDE OF A CONCRETE POWER POLE, AND AD8446'SOUTHWEST 41.98 FT (12.80 M) FROM A PK AND TIN TAB 1.5 FEET UP THE AD8446'WEST SIDE OF A POWER POLE. AD8446 AD8446 STATION RECOVERY (2001) AD8446 AD8446'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS) AD8446'STATION IS ON THE LEFT SIDE OF FOREST HILL BLVD GOING EAST. STATION AD8446'IS NOT AN RM 1 MARK AS NOTED IN DESCRIPTION. IT IS STAMPED PBF 17 AD8446 AD8446 STATION RECOVERY (2003) AD8446 AD8446'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8446'RECOVERED IN GOOD CONDITION. AD8446 AD8446 STATION RECOVERY (2004) AD8446 AD8446'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8446'RECOVERED IN GOOD CONDITION. AD8446 AD8446 STATION RECOVERY (2004) AD8446 AD8446'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8446'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8447 *********************************************************************** AD8447 DESIGNATION - PBF 18 AD8447 PID - AD8447 AD8447 STATE/COUNTY- FL/PALM BEACH AD8447 USGS QUAD - PALM BEACH FARMS (1983) AD8447 AD8447 *CURRENT SURVEY CONTROL AD8447 ___________________________________________________________________ AD8447* NAD 83(1999)- 26 39 03.66019(N) 080 09 53.50531(W) ADJUSTED AD8447* NAVD 88 - 5.6 (meters) 18. (feet) VERTCON AD8447 ___________________________________________________________________ AD8447 X - 974,376.087 (meters) COMP AD8447 Y - -5,620,483.270 (meters) COMP AD8447 Z - 2,843,700.062 (meters) COMP AD8447 LAPLACE CORR- -3.03 (seconds) DEFLEC99 AD8447 ELLIP HEIGHT- -20.43 (meters) (07/06/01) GPS OBS AD8447 GEOID HEIGHT- -25.96 (meters) GEOID03 AD8447 AD8447 HORZ ORDER - FIRST AD8447 ELLP ORDER - FOURTH CLASS II AD8447 AD8447.The horizontal coordinates were established by GPS observations AD8447.and adjusted by the National Geodetic Survey in July 2001. AD8447 AD8447.The NAVD 88 height was computed by applying the VERTCON shift value to AD8447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8447 AD8447.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8447 AD8447.The Laplace correction was computed from DEFLEC99 derived deflections. AD8447 AD8447.The ellipsoidal height was determined by GPS observations AD8447.and is referenced to NAD 83. AD8447 AD8447.The geoid height was determined by GEOID03. AD8447 AD8447; North East Units Scale Factor Converg. AD8447;SPC FL E - 257,010.515 283,142.698 MT 1.00002649 +0 22 28.7 AD8447;UTM 17 - 2,948,054.806 583,114.330 MT 0.99968528 +0 22 28.7 AD8447 AD8447! - Elev Factor x Scale Factor = Combined Factor AD8447!SPC FL E - 1.00000321 x 1.00002649 = 1.00002970 AD8447!UTM 17 - 1.00000321 x 0.99968528 = 0.99968849 AD8447 AD8447: Primary Azimuth Mark Grid Az AD8447:SPC FL E - PBF 17 087 41 59.0 AD8447:UTM 17 - PBF 17 087 41 59.0 AD8447 AD8447|---------------------------------------------------------------------| AD8447| PID Reference Object Distance Geod. Az | AD8447| dddmmss.s | AD8447| AD8446 PBF 17 APPROX. 0.7 KM 0880427.7 | AD8447|---------------------------------------------------------------------| AD8447 AD8447 SUPERSEDED SURVEY CONTROL AD8447 AD8447 NAD 83(1990)- 26 39 03.65934(N) 080 09 53.50345(W) AD( ) 1 AD8447 ELLIP H (08/13/93) -20.43 (m) GP( ) 4 1 AD8447 NAD 83(1990)- 26 39 03.65892(N) 080 09 53.50427(W) AD( ) 1 AD8447 ELLIP H (03/31/93) -20.42 (m) GP( ) 4 1 AD8447 NGVD 29 (03/31/93) 6.0 (m) 20. (f) GPS OBS AD8447 AD8447.Superseded values are not recommended for survey control. AD8447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8447.See file dsdata.txt to determine how the superseded data were derived. AD8447 AD8447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8311448055(NAD 83) AD8447_MARKER: DD = SURVEY DISK AD8447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8447_SP_SET: CONCRETE POST AD8447_STAMPING: PBF 18 AD8447_MARK LOGO: ADRGS AD8447_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8447+STABILITY: SURFACE MOTION AD8447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8447+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001 AD8447 AD8447 HISTORY - Date Condition Report By AD8447 HISTORY - 1991 MONUMENTED ADRGS AD8447 HISTORY - 20011203 GOOD USPSQD AD8447 HISTORY - 20030225 MARK NOT FOUND USPSQD AD8447 HISTORY - 20040305 MARK NOT FOUND USPSQD AD8447 HISTORY - 20040307 MARK NOT FOUND USPSQD AD8447 AD8447 STATION DESCRIPTION AD8447 AD8447'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8447'TO REACH THE STATION FROM THE INTERSECTION SOUTHERN BOULEVARD (STATE AD8447'ROUTE 80, US ROUTE 91) AND STATE ROUTE 7, GO SOUTH ON STATE ROUTE 7 AD8447'FOR 2.1 MI (3.38 KM) TO FOREST HILL BOULEVARD. TURN LEFT AND GO EAST AD8447'ON FOREST HILL BOULEVARD FOR 2.6 MI (4.18 KM) TO THE ENTRANCE TO AD8447'OKEEHEELEE PARK AND THE STATION ON THE LEFT, ON THE SOUTH SIDE OF THE AD8447'GRASS MEDIAN OF FOREST HILL BOULEVARD, JUST WEST OF THE EAST END OF AD8447'THE MEDIAN. AD8447'THE STATION IS SOUTH 51.72 FT (15.76 M) FROM AN X-CUT IN A CONCRETE AD8447'CURB ON THE NORTH SIDE OF FOREST HILL BOULEVARD, NORTHWEST 113.38 FT AD8447'(34.56 M) FROM AN X-CUT IN A CONCRETE CURB ON THE SOUTH SIDE OF AD8447'FOREST HILL BOULEVARD, AND NORTH 53.35 FT (16.26 M) FROM AN X-CUT IN AD8447'A CONCRETE CURB ON THE SOUTHERN SIDE OF FOREST HILL BOULEVARD. AD8447 AD8447 STATION RECOVERY (2001) AD8447 AD8447'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS) AD8447'RECOVERED IN GOOD CONDITION. AD8447 AD8447 STATION RECOVERY (2003) AD8447 AD8447'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8447'ROAD WIDENED AND TURN LANE PUT IN AT LOCATION OF MARK AD8447 AD8447 STATION RECOVERY (2004) AD8447 AD8447'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8447'MARK NOT FOUND. AD8447 AD8447 STATION RECOVERY (2004) AD8447 AD8447'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8447'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8448 *********************************************************************** AD8448 DESIGNATION - PBF 19 AD8448 PID - AD8448 AD8448 STATE/COUNTY- FL/PALM BEACH AD8448 USGS QUAD - PALM BEACH FARMS (1983) AD8448 AD8448 *CURRENT SURVEY CONTROL AD8448 ___________________________________________________________________ AD8448* NAD 83(1999)- 26 39 03.61233(N) 080 10 55.01764(W) ADJUSTED AD8448* NAVD 88 - 5.3 (meters) 17. (feet) VERTCON AD8448 ___________________________________________________________________ AD8448 X - 972,699.977 (meters) COMP AD8448 Y - -5,620,774.030 (meters) COMP AD8448 Z - 2,843,698.633 (meters) COMP AD8448 LAPLACE CORR- -2.89 (seconds) DEFLEC99 AD8448 ELLIP HEIGHT- -20.68 (meters) (07/06/01) GPS OBS AD8448 GEOID HEIGHT- -25.91 (meters) GEOID03 AD8448 AD8448 HORZ ORDER - FIRST AD8448 ELLP ORDER - FOURTH CLASS II AD8448 AD8448.The horizontal coordinates were established by GPS observations AD8448.and adjusted by the National Geodetic Survey in July 2001. AD8448 AD8448.The NAVD 88 height was computed by applying the VERTCON shift value to AD8448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8448 AD8448.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8448 AD8448.The Laplace correction was computed from DEFLEC99 derived deflections. AD8448 AD8448.The ellipsoidal height was determined by GPS observations AD8448.and is referenced to NAD 83. AD8448 AD8448.The geoid height was determined by GEOID03. AD8448 AD8448; North East Units Scale Factor Converg. AD8448;SPC FL E - 256,998.033 281,441.553 MT 1.00002303 +0 22 01.1 AD8448;UTM 17 - 2,948,042.328 581,413.766 MT 0.99968183 +0 22 01.1 AD8448 AD8448! - Elev Factor x Scale Factor = Combined Factor AD8448!SPC FL E - 1.00000325 x 1.00002303 = 1.00002628 AD8448!UTM 17 - 1.00000325 x 0.99968183 = 0.99968508 AD8448 AD8448: Primary Azimuth Mark Grid Az AD8448:SPC FL E - PBF 15 320 06 57.5 AD8448:UTM 17 - PBF 15 320 06 57.5 AD8448 AD8448|---------------------------------------------------------------------| AD8448| PID Reference Object Distance Geod. Az | AD8448| dddmmss.s | AD8448| AD8444 PBF 15 APPROX. 1.6 KM 3202858.6 | AD8448|---------------------------------------------------------------------| AD8448 AD8448 SUPERSEDED SURVEY CONTROL AD8448 AD8448 NAD 83(1990)- 26 39 03.61145(N) 080 10 55.01583(W) AD( ) 1 AD8448 ELLIP H (08/13/93) -20.68 (m) GP( ) 4 1 AD8448 NAD 83(1990)- 26 39 03.61106(N) 080 10 55.01662(W) AD( ) 1 AD8448 ELLIP H (03/31/93) -20.67 (m) GP( ) 4 1 AD8448 NGVD 29 (03/31/93) 5.7 (m) 19. (f) GPS OBS AD8448 AD8448.Superseded values are not recommended for survey control. AD8448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8448.See file dsdata.txt to determine how the superseded data were derived. AD8448 AD8448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8141448042(NAD 83) AD8448_MARKER: DD = SURVEY DISK AD8448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8448_SP_SET: CONCRETE POST AD8448_STAMPING: PBF 19 AD8448_MARK LOGO: ADRGS AD8448_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8448+STABILITY: SURFACE MOTION AD8448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8448+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2002 AD8448 AD8448 HISTORY - Date Condition Report By AD8448 HISTORY - 1991 MONUMENTED ADRGS AD8448 HISTORY - 20001207 GOOD USPSQD AD8448 HISTORY - 20020123 GOOD USPSQD AD8448 HISTORY - 20030225 MARK NOT FOUND USPSQD AD8448 HISTORY - 20040305 MARK NOT FOUND USPSQD AD8448 HISTORY - 20040307 MARK NOT FOUND USPSQD AD8448 AD8448 STATION DESCRIPTION AD8448 AD8448'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8448'TO REACH THE STATION FROM THE INTERSECTION OF SOUTHERN BOULEVARD AD8448'(STATE ROUTE 80, US ROUTE 91) AND STATE ROUTE 7, GO SOUTH ON STATE AD8448'ROUTE 7 FOR 2.1 MI (3.38 KM) TO FOREST HILL BOULEVARD. TURN LEFT AND AD8448'GO EAST ON FOREST HILL BOULEVARD FOR 1.4 MI (2.25 KM) TO RANCH ROAD AD8448'(85TH AVENUE SOUTH) AND THE STATION, 38 FEET WEST OF THE CENTERLINE AD8448'OF RANCH ROAD AND 2 FEET NORTH OF A CONCRETE SIDEWALK ON THE NORTH AD8448'SIDE OF FOREST HILL BOULEVARD. AD8448'THE STATION IS SOUTHEAST 7.88 FT (2.40 M) FROM A PK AND TIN TAB 2 FEET AD8448'UP THE SOUTH SIDE OF A POWER POLE, NORTHWEST 16.00 FT (4.88 M) FROM AD8448'AN X-CUT IN THE TOP OF THE CONCRETE CURB ON THE WEST SIDE OF RANCH AD8448'ROAD, AND NORTHEAST 11.58 FT (3.53 M) FROM AN X-CUT IN THE TOP OF THE AD8448'CONCRETE CURB ON THE NORTH SIDE OF FOREST HILL BOULEVARD. AD8448 AD8448 STATION RECOVERY (2000) AD8448 AD8448'RECOVERY NOTE BY US POWER SQUADRON 2000 (AAS) AD8448'STATION IS 6 FOOT EAST OF SURVEY MARKER ON POWER POLE. AD8448 AD8448 STATION RECOVERY (2002) AD8448 AD8448'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8448'RANCH ROAD TO BE WIDENED AND RENAMED LYONS ROAD. FOREMAN SAID MARK AD8448'WILL HAVE TO BE RESET OR DESTROYED. AD8448 AD8448 STATION RECOVERY (2003) AD8448 AD8448'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8448'ROAD WIDENED AND TURN LANE PUT IN AT LOCATION OF MARK AD8448 AD8448 STATION RECOVERY (2004) AD8448 AD8448'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8448'MARK NOT FOUND. AD8448 AD8448 STATION RECOVERY (2004) AD8448 AD8448'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8448'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8449 *********************************************************************** AD8449 DESIGNATION - PBF 20 AD8449 PID - AD8449 AD8449 STATE/COUNTY- FL/PALM BEACH AD8449 USGS QUAD - PALM BEACH FARMS (1983) AD8449 AD8449 *CURRENT SURVEY CONTROL AD8449 ___________________________________________________________________ AD8449* NAD 83(1999)- 26 39 02.18641(N) 080 11 21.20839(W) ADJUSTED AD8449* NAVD 88 - 5.5 (meters) 18. (feet) VERTCON AD8449 ___________________________________________________________________ AD8449 X - 971,989.650 (meters) COMP AD8449 Y - -5,620,917.076 (meters) COMP AD8449 Z - 2,843,659.504 (meters) COMP AD8449 LAPLACE CORR- -2.84 (seconds) DEFLEC99 AD8449 ELLIP HEIGHT- -20.47 (meters) (07/06/01) GPS OBS AD8449 GEOID HEIGHT- -25.89 (meters) GEOID03 AD8449 AD8449 HORZ ORDER - FIRST AD8449 ELLP ORDER - FOURTH CLASS II AD8449 AD8449.The horizontal coordinates were established by GPS observations AD8449.and adjusted by the National Geodetic Survey in July 2001. AD8449 AD8449.The NAVD 88 height was computed by applying the VERTCON shift value to AD8449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8449 AD8449.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8449 AD8449.The Laplace correction was computed from DEFLEC99 derived deflections. AD8449 AD8449.The ellipsoidal height was determined by GPS observations AD8449.and is referenced to NAD 83. AD8449 AD8449.The geoid height was determined by GEOID03. AD8449 AD8449; North East Units Scale Factor Converg. AD8449;SPC FL E - 256,949.529 280,717.515 MT 1.00002158 +0 21 49.3 AD8449;UTM 17 - 2,947,993.840 580,689.974 MT 0.99968038 +0 21 49.3 AD8449 AD8449! - Elev Factor x Scale Factor = Combined Factor AD8449!SPC FL E - 1.00000322 x 1.00002158 = 1.00002480 AD8449!UTM 17 - 1.00000322 x 0.99968038 = 0.99968359 AD8449 AD8449 SUPERSEDED SURVEY CONTROL AD8449 AD8449 NAD 83(1990)- 26 39 02.18553(N) 080 11 21.20659(W) AD( ) 1 AD8449 ELLIP H (08/13/93) -20.47 (m) GP( ) 4 1 AD8449 NAD 83(1990)- 26 39 02.18514(N) 080 11 21.20737(W) AD( ) 1 AD8449 ELLIP H (03/31/93) -20.46 (m) GP( ) 4 1 AD8449 NGVD 29 (03/31/93) 5.9 (m) 19. (f) GPS OBS AD8449 AD8449.Superseded values are not recommended for survey control. AD8449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8449.See file dsdata.txt to determine how the superseded data were derived. AD8449 AD8449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8069047994(NAD 83) AD8449_MARKER: DD = SURVEY DISK AD8449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8449_SP_SET: CONCRETE POST AD8449_STAMPING: PBF 20 AD8449_MARK LOGO: ADRGS AD8449_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8449+STABILITY: SURFACE MOTION AD8449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8449+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2002 AD8449 AD8449 HISTORY - Date Condition Report By AD8449 HISTORY - 1991 MONUMENTED ADRGS AD8449 HISTORY - 20001208 GOOD USPSQD AD8449 HISTORY - 20020121 GOOD USPSQD AD8449 HISTORY - 20040305 MARK NOT FOUND USPSQD AD8449 HISTORY - 20040307 MARK NOT FOUND USPSQD AD8449 AD8449 STATION DESCRIPTION AD8449 AD8449'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8449'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 AND AD8449'SOUTHERN BOULEVARD (STATE ROUTE 80, US ROUTE 91), GO SOUTH ON STATE AD8449'ROUTE 7 FOR 2.1 MI (3.38 KM) TO FOREST HILL BOULEVARD. TURN LEFT AND AD8449'GO EAST ON FOREST HILL BOULEVARD FOR 1.0 MI (1.61 KM) AND THE STATION AD8449'ON THE RIGHT, 1 FOOT SOUTH OF THE SOUTH EDGE OF THE SOUTH SIDEWALK AD8449'ALONG FOREST HILL BOULEVARD. AD8449'THE STATION IS SOUTHEAST 25.25 FT (7.70 M) TO AN X-CUT SET ON THE AD8449'SOUTH CURB OF FOREST HILL BOULEVARD, SOUTH 8.38 FT (2.55 M) FROM AN AD8449'X-CUT SET ON THE SAME CURB, AND SOUTHWEST 19.03 FT (5.80 M) FROM AN AD8449'X-CUT ON THE SOUTH CURB. AD8449 AD8449 STATION RECOVERY (2000) AD8449 AD8449'RECOVERY NOTE BY US POWER SQUADRON 2000 (AAS) AD8449'RECOVERED IN GOOD CONDITION. AD8449 AD8449 STATION RECOVERY (2002) AD8449 AD8449'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8449'RECOVERED IN GOOD CONDITION. AD8449 AD8449 STATION RECOVERY (2004) AD8449 AD8449'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8449'MARK NOT FOUND. AD8449 AD8449 STATION RECOVERY (2004) AD8449 AD8449'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8449'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8451 *********************************************************************** AD8451 DESIGNATION - PBF 22 AD8451 PID - AD8451 AD8451 STATE/COUNTY- FL/PALM BEACH AD8451 USGS QUAD - PALM BEACH FARMS (1983) AD8451 AD8451 *CURRENT SURVEY CONTROL AD8451 ___________________________________________________________________ AD8451* NAD 83(1999)- 26 38 23.43669(N) 080 09 27.65528(W) ADJUSTED AD8451* NAVD 88 - 5.3 (meters) 17. (feet) VERTCON AD8451 ___________________________________________________________________ AD8451 X - 975,175.328 (meters) COMP AD8451 Y - -5,620,907.908 (meters) COMP AD8451 Z - 2,842,593.459 (meters) COMP AD8451 LAPLACE CORR- -3.11 (seconds) DEFLEC99 AD8451 ELLIP HEIGHT- -20.68 (meters) (07/06/01) GPS OBS AD8451 GEOID HEIGHT- -25.96 (meters) GEOID03 AD8451 AD8451 HORZ ORDER - FIRST AD8451 ELLP ORDER - FOURTH CLASS II AD8451 AD8451.The horizontal coordinates were established by GPS observations AD8451.and adjusted by the National Geodetic Survey in July 2001. AD8451 AD8451.The NAVD 88 height was computed by applying the VERTCON shift value to AD8451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8451 AD8451.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8451 AD8451.The Laplace correction was computed from DEFLEC99 derived deflections. AD8451 AD8451.The ellipsoidal height was determined by GPS observations AD8451.and is referenced to NAD 83. AD8451 AD8451.The geoid height was determined by GEOID03. AD8451 AD8451; North East Units Scale Factor Converg. AD8451;SPC FL E - 255,777.235 283,865.758 MT 1.00002798 +0 22 39.7 AD8451;UTM 17 - 2,946,821.946 583,837.143 MT 0.99968677 +0 22 39.7 AD8451 AD8451! - Elev Factor x Scale Factor = Combined Factor AD8451!SPC FL E - 1.00000325 x 1.00002798 = 1.00003123 AD8451!UTM 17 - 1.00000325 x 0.99968677 = 0.99969002 AD8451 AD8451: Primary Azimuth Mark Grid Az AD8451:SPC FL E - PBF 21 178 42 14.9 AD8451:UTM 17 - PBF 21 178 42 14.9 AD8451 AD8451|---------------------------------------------------------------------| AD8451| PID Reference Object Distance Geod. Az | AD8451| dddmmss.s | AD8451| AD8450 PBF 21 APPROX. 0.8 KM 1790454.6 | AD8451|---------------------------------------------------------------------| AD8451 AD8451 SUPERSEDED SURVEY CONTROL AD8451 AD8451 NAD 83(1990)- 26 38 23.43584(N) 080 09 27.65366(W) AD( ) 1 AD8451 ELLIP H (08/13/93) -20.68 (m) GP( ) 4 1 AD8451 NAD 83(1990)- 26 38 23.43542(N) 080 09 27.65431(W) AD( ) 1 AD8451 ELLIP H (03/31/93) -20.67 (m) GP( ) 4 1 AD8451 NGVD 29 (03/31/93) 5.8 (m) 19. (f) GPS OBS AD8451 AD8451.Superseded values are not recommended for survey control. AD8451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8451.See file dsdata.txt to determine how the superseded data were derived. AD8451 AD8451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8383746822(NAD 83) AD8451_MARKER: DD = SURVEY DISK AD8451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8451_SP_SET: CONCRETE POST AD8451_STAMPING: PBF 22 AD8451_MARK LOGO: ADRGS AD8451_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8451+STABILITY: SURFACE MOTION AD8451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8451+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2004 AD8451 AD8451 HISTORY - Date Condition Report By AD8451 HISTORY - 1991 MONUMENTED ADRGS AD8451 HISTORY - 20001208 GOOD USPSQD AD8451 HISTORY - 20020121 GOOD USPSQD AD8451 HISTORY - 20030225 GOOD USPSQD AD8451 HISTORY - 20040305 GOOD USPSQD AD8451 HISTORY - 20040307 MARK NOT FOUND USPSQD AD8451 AD8451 STATION DESCRIPTION AD8451 AD8451'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8451'TO REACH THE STATION FROM THE INTERSECTION OF SOUTHERN BOULEVARD AD8451'(STATE ROUTE 80, US ROUTE 98) AND STATE ROUTE 7, GO SOUTH ON STATE AD8451'ROUTE 7 FOR 2.1 MI (3.38 KM) TO FOREST HILL BOULEVARD. TURN LEFT AND AD8451'GO EAST ON FOREST LAKE BOULEVARD FOR 2.9 MI (4.67 KM) TO PINEHURST AD8451'DRIVE. TURN RIGHT AND GO SOUTH ON PINEHURST DRIVE FOR 0.9 MI AD8451'(1.45 KM) TO STATION ON THE RIGHT, 200 FEET SOUTH OF A FLORIDA AD8451'DEPARTMENT OF NATURAL RESOURCES SERVICE ROAD WITH A LOCKED IRON GATE AD8451'AND 3 FEET WEST OF THE WEST EDGE OF PAVEMENT OF PINEHURST DRIVE. AD8451'THE STATION IS WEST 58.43 FT (17.81 M) FROM A NAIL AND TIN TAB IN THE AD8451'TOP CENTER OF A 3 INCH WOODEN FENCE POST ON THE EAST SIDE OF THE ROAD AD8451', EAST 16.51 FT (5.03 M) FROM A NAIL AND TIN TAB 2.5 FEET UP THE EAST AD8451'SIDE OF A POWER POLE, AND NORTHEAST 37.28 FT (11.36 M) FROM A NAIL AD8451'AND TIN TAB SET IN THE CENTER TOP OF A 3 INCH FENCE POST ON THE WEST AD8451'SIDE OF THE ROAD. AD8451 AD8451 STATION RECOVERY (2000) AD8451 AD8451'RECOVERY NOTE BY US POWER SQUADRON 2000 (AAS) AD8451'RECOVERED IN GOOD CONDITION. AD8451 AD8451 STATION RECOVERY (2002) AD8451 AD8451'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8451'RECOVERED IN GOOD CONDITION. AD8451 AD8451 STATION RECOVERY (2003) AD8451 AD8451'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8451'RECOVERED IN GOOD CONDITION. AD8451 AD8451 STATION RECOVERY (2004) AD8451 AD8451'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8451'RECOVERED IN GOOD CONDITION. AD8451 AD8451 STATION RECOVERY (2004) AD8451 AD8451'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8451'WATER MAIN LAID NEXT TO ROAD 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8491 *********************************************************************** AD8491 DESIGNATION - PBF 72 AD8491 PID - AD8491 AD8491 STATE/COUNTY- FL/PALM BEACH AD8491 USGS QUAD - UNIVERSITY PARK (1983) AD8491 AD8491 *CURRENT SURVEY CONTROL AD8491 ___________________________________________________________________ AD8491* NAD 83(1999)- 26 24 31.29417(N) 080 10 18.95727(W) ADJUSTED AD8491* NAVD 88 - 5.72 (+/-2cm) 18.8 (feet) VERTCON AD8491 ___________________________________________________________________ AD8491 X - 975,729.592 (meters) COMP AD8491 Y - -5,632,420.094 (meters) COMP AD8491 Z - 2,819,678.900 (meters) COMP AD8491 LAPLACE CORR- -3.03 (seconds) DEFLEC99 AD8491 ELLIP HEIGHT- -19.99 (meters) (07/06/01) GPS OBS AD8491 GEOID HEIGHT- -25.71 (meters) GEOID03 AD8491 AD8491 HORZ ORDER - FIRST AD8491 VERT ORDER - THIRD (See Below) AD8491 ELLP ORDER - FOURTH CLASS II AD8491 AD8491.The horizontal coordinates were established by GPS observations AD8491.and adjusted by the National Geodetic Survey in July 2001. AD8491 AD8491.The NAVD 88 height was computed by applying the VERTCON shift value to AD8491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8491.The vertical order pertains to the NGVD 29 superseded value. AD8491 AD8491.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8491 AD8491.The Laplace correction was computed from DEFLEC99 derived deflections. AD8491 AD8491.The ellipsoidal height was determined by GPS observations AD8491.and is referenced to NAD 83. AD8491 AD8491.The geoid height was determined by GEOID03. AD8491 AD8491; North East Units Scale Factor Converg. AD8491;SPC FL E - 230,157.255 282,612.142 MT 1.00002541 +0 22 06.0 AD8491;UTM 17 - 2,921,210.708 582,583.955 MT 0.99968420 +0 22 06.0 AD8491 AD8491! - Elev Factor x Scale Factor = Combined Factor AD8491!SPC FL E - 1.00000314 x 1.00002541 = 1.00002855 AD8491!UTM 17 - 1.00000314 x 0.99968420 = 0.99968734 AD8491 AD8491: Primary Azimuth Mark Grid Az AD8491:SPC FL E - PBF 73 240 48 49.8 AD8491:UTM 17 - PBF 73 240 48 49.8 AD8491 AD8491|---------------------------------------------------------------------| AD8491| PID Reference Object Distance Geod. Az | AD8491| dddmmss.s | AD8491| AD8492 PBF 73 APPROX. 1.7 KM 2411055.8 | AD8491| AD8490 PBF 71 APPROX. 0.8 KM 2712319.1 | AD8491|---------------------------------------------------------------------| AD8491 AD8491 SUPERSEDED SURVEY CONTROL AD8491 AD8491 NAD 83(1990)- 26 24 31.29282(N) 080 10 18.95610(W) AD( ) 1 AD8491 ELLIP H (08/13/93) -20.00 (m) GP( ) 4 1 AD8491 NAD 83(1990)- 26 24 31.29288(N) 080 10 18.95568(W) AD( ) 1 AD8491 ELLIP H (03/31/93) -20.01 (m) GP( ) 4 1 AD8491 NGVD 29 (03/31/93) 6.19 (m) 20.3 (f) LEVELING 3 AD8491 AD8491.Superseded values are not recommended for survey control. AD8491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8491.See file dsdata.txt to determine how the superseded data were derived. AD8491 AD8491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8258421211(NAD 83) AD8491_MARKER: DD = SURVEY DISK AD8491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8491_SP_SET: CONCRETE POST AD8491_STAMPING: PBF 72 AD8491_MARK LOGO: ADRGS AD8491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8491+STABILITY: SURFACE MOTION AD8491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8491+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2003 AD8491 AD8491 HISTORY - Date Condition Report By AD8491 HISTORY - 1991 MONUMENTED ADRGS AD8491 HISTORY - 20031119 GOOD USPSQD AD8491 HISTORY - 20050321 MARK NOT FOUND USPSQD AD8491 AD8491 STATION DESCRIPTION AD8491 AD8491'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8491'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 (US ROUTE AD8491'441) AND ATLANTIC AVENUE (STATE ROUTE 806), GO SOUTH ON STATE ROUTE 7 AD8491'FOR 3.2 MI (5.15 KM) TO CLINT MOORE ROAD. TURN LEFT AND GO EAST ON AD8491'CLINT MOORE ROAD FOR 1.8 MI (2.90 KM) TO A BRIDGE OVER A NORTH-SOUTH AD8491'CANAL ON THE WEST SIDE OF THE FLORIDA TURNPIKE AND THE STATION ON THE AD8491'RIGHT, JUST OFF THE SOUTHWEST CORNER OF THE BRIDGE, 25 FEET SOUTH OF AD8491'THE CENTER OF CLINT MOORE ROAD AND 173 FEET WEST OF THE CENTER OF THE AD8491'FLORIDA TURNPIKE OVERPASS. AD8491'THE STATION IS EAST 60.46 FT (18.43 M) FROM A PK AND TIN TAB IN THE AD8491'TOP OF THE WESTERNMOST WOODEN GUARDRAIL POST ON THE SOUTH SIDE OF AD8491'CLINT MOORE ROAD, SOUTHEAST 64.59 FT (19.69 M) FROM THE NORTHEAST AD8491'CORNER OF A BRICK PLANTER, AND SOUTH 9.96 FT (3.04 M) FROM AN X-CUT AD8491'IN THE TOP OF THE SOUTHWEST CONCRETE HEADWALL OF BRIDGE. AD8491 AD8491 STATION RECOVERY (2003) AD8491 AD8491'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8491'RECOVERED IN GOOD CONDITION. AD8491 AD8491 STATION RECOVERY (2005) AD8491 AD8491'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS) AD8491'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8495 *********************************************************************** AD8495 DESIGNATION - PBF 77 AD8495 PID - AD8495 AD8495 STATE/COUNTY- FL/PALM BEACH AD8495 USGS QUAD - UNIVERSITY PARK (1983) AD8495 AD8495 *CURRENT SURVEY CONTROL AD8495 ___________________________________________________________________ AD8495* NAD 83(1999)- 26 22 54.01368(N) 080 10 43.24001(W) ADJUSTED AD8495* NAVD 88 - 5.2 (meters) 17. (feet) VERTCON AD8495 ___________________________________________________________________ AD8495 X - 975,293.464 (meters) COMP AD8495 Y - -5,633,845.983 (meters) COMP AD8495 Z - 2,816,996.905 (meters) COMP AD8495 LAPLACE CORR- -3.04 (seconds) DEFLEC99 AD8495 ELLIP HEIGHT- -20.45 (meters) (07/06/01) GPS OBS AD8495 GEOID HEIGHT- -25.68 (meters) GEOID03 AD8495 AD8495 HORZ ORDER - FIRST AD8495 ELLP ORDER - FOURTH CLASS II AD8495 AD8495.The horizontal coordinates were established by GPS observations AD8495.and adjusted by the National Geodetic Survey in July 2001. AD8495 AD8495.The NAVD 88 height was computed by applying the VERTCON shift value to AD8495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8495 AD8495.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8495 AD8495.The Laplace correction was computed from DEFLEC99 derived deflections. AD8495 AD8495.The ellipsoidal height was determined by GPS observations AD8495.and is referenced to NAD 83. AD8495 AD8495.The geoid height was determined by GEOID03. AD8495 AD8495; North East Units Scale Factor Converg. AD8495;SPC FL E - 227,159.018 281,958.260 MT 1.00002408 +0 21 53.9 AD8495;UTM 17 - 2,918,213.494 581,930.296 MT 0.99968287 +0 21 53.9 AD8495 AD8495! - Elev Factor x Scale Factor = Combined Factor AD8495!SPC FL E - 1.00000321 x 1.00002408 = 1.00002729 AD8495!UTM 17 - 1.00000321 x 0.99968287 = 0.99968608 AD8495 AD8495: Primary Azimuth Mark Grid Az AD8495:SPC FL E - PBF 78 089 37 55.8 AD8495:UTM 17 - PBF 78 089 37 55.8 AD8495 AD8495|---------------------------------------------------------------------| AD8495| PID Reference Object Distance Geod. Az | AD8495| dddmmss.s | AD8495| AD8496 PBF 78 APPROX. 0.7 KM 0895949.7 | AD8495| AD8493 PBF 74 APPROX. 1.7 KM 3315052.4 | AD8495|---------------------------------------------------------------------| AD8495 AD8495 SUPERSEDED SURVEY CONTROL AD8495 AD8495 NAD 83(1990)- 26 22 54.01235(N) 080 10 43.23883(W) AD( ) 1 AD8495 ELLIP H (08/13/93) -20.46 (m) GP( ) 4 1 AD8495 NAD 83(1990)- 26 22 54.01240(N) 080 10 43.23838(W) AD( ) 1 AD8495 ELLIP H (03/31/93) -20.47 (m) GP( ) 4 1 AD8495 NGVD 29 (03/31/93) 5.7 (m) 19. (f) GPS OBS AD8495 AD8495.Superseded values are not recommended for survey control. AD8495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8495.See file dsdata.txt to determine how the superseded data were derived. AD8495 AD8495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8193018213(NAD 83) AD8495_MARKER: DD = SURVEY DISK AD8495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8495_SP_SET: CONCRETE POST AD8495_STAMPING: PBF-77 AD8495_MARK LOGO: ADRGS AD8495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8495+STABILITY: SURFACE MOTION AD8495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8495+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2005 AD8495 AD8495 HISTORY - Date Condition Report By AD8495 HISTORY - 1991 MONUMENTED ADRGS AD8495 HISTORY - 20050321 GOOD USPSQD AD8495 AD8495 STATION DESCRIPTION AD8495 AD8495'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8495'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 (US ROUTE AD8495'441) AND ATLANTIC AVENUE (STATE ROUTE 806), GO SOUTH ON STATE ROUTE 7 AD8495'FOR 3.2 MI (5.15 KM) TO CLINT MOORE ROAD. TURN LEFT AND GO EAST ON AD8495'CLINT MOORE ROAD FOR 1.0 MI (1.61 KM) TO LYONS ROAD. TURN RIGHT AND AD8495'GO SOUTH ON LYONS ROAD FOR 1.75 MI (2.82 KM) TO KIMBERLY BOULEVARD. AD8495'TURN LEFT THROUGH A SECURITY GATE AND GO EAST ON KIMBERLY BOULEVAR AD8495'FOR 0.35 MI (0.56 KM) TO DORSET DRIVE ON THE RIGHT AND CORNWALL DRIVE AD8495'ON THE LEFT. TURN RIGHT AND GO SOUTH ON DORSET DRIVE FOR 0.15 MI AD8495'(0.24 KM) TO SOUTH VILLAGE LANE. TURN LEFT AND GO EAST ON SOUTH AD8495'VILLAGE LANE FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT, IN A AD8495'GRASS STRIP BETWEEN SOUTH VILLAGE LANE AND A BUS LANE TO THE NORTH. AD8495'THE STATION IS 900 FEET EAST OF DORSET DRIVE AND 2 FEET WEST OF THE AD8495'PROJECTION OF THE WEST SIDE OF BUILDING D TO THE NORTH. AD8495'THE STATION IS SOUTHEAST 62.22 FT (18.96 M) FROM A NAIL AND TIN TAB 1 AD8495'FOOT UP THE SOUTHWEST SIDE OF A 12 INCH TREE ON THE NORTH SIDE OF THE AD8495'BUS LANE, NORTHWEST 80.17 FT (24.44 M) FROM A NAIL AND TIN TAB 1.5 AD8495'FEET UP THE SOUTHWEST SIDE OF A LIGHT POLE ON THE SOUTH SIDE OF SOUTH AD8495'VILLAGE LANE, AND SOUTHWEST 78.90 FT (24.05 M) FROM A NAIL AND TIN AD8495'TAB 1 FOOT UP THE EAST SIDE OF A 12 INCH TREE ON THE NORTH SIDE OF AD8495'THE BUS LANE. AD8495 AD8495 STATION RECOVERY (2005) AD8495 AD8495'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS) AD8495'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8496 *********************************************************************** AD8496 DESIGNATION - PBF 78 AD8496 PID - AD8496 AD8496 STATE/COUNTY- FL/PALM BEACH AD8496 USGS QUAD - UNIVERSITY PARK (1983) AD8496 AD8496 *CURRENT SURVEY CONTROL AD8496 ___________________________________________________________________ AD8496* NAD 83(1999)- 26 22 54.01420(N) 080 10 18.89904(W) ADJUSTED AD8496* NAVD 88 - 5.5 (meters) 18. (feet) VERTCON AD8496 ___________________________________________________________________ AD8496 X - 975,958.331 (meters) COMP AD8496 Y - -5,633,731.039 (meters) COMP AD8496 Z - 2,816,997.017 (meters) COMP AD8496 LAPLACE CORR- -3.07 (seconds) DEFLEC99 AD8496 ELLIP HEIGHT- -20.23 (meters) (07/06/01) GPS OBS AD8496 GEOID HEIGHT- -25.70 (meters) GEOID03 AD8496 AD8496 HORZ ORDER - FIRST AD8496 ELLP ORDER - FOURTH CLASS II AD8496 AD8496.The horizontal coordinates were established by GPS observations AD8496.and adjusted by the National Geodetic Survey in July 2001. AD8496 AD8496.The NAVD 88 height was computed by applying the VERTCON shift value to AD8496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8496 AD8496.Photographs are available for this station. AD8496 AD8496.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8496 AD8496.The Laplace correction was computed from DEFLEC99 derived deflections. AD8496 AD8496.The ellipsoidal height was determined by GPS observations AD8496.and is referenced to NAD 83. AD8496 AD8496.The geoid height was determined by GEOID03. AD8496 AD8496; North East Units Scale Factor Converg. AD8496;SPC FL E - 227,163.350 282,632.994 MT 1.00002545 +0 22 04.7 AD8496;UTM 17 - 2,918,217.824 582,604.800 MT 0.99968424 +0 22 04.7 AD8496 AD8496! - Elev Factor x Scale Factor = Combined Factor AD8496!SPC FL E - 1.00000318 x 1.00002545 = 1.00002863 AD8496!UTM 17 - 1.00000318 x 0.99968424 = 0.99968742 AD8496 AD8496: Primary Azimuth Mark Grid Az AD8496:SPC FL E - PBF 77 269 37 55.8 AD8496:UTM 17 - PBF 77 269 37 55.8 AD8496 AD8496|---------------------------------------------------------------------| AD8496| PID Reference Object Distance Geod. Az | AD8496| dddmmss.s | AD8496| AD8495 PBF 77 APPROX. 0.7 KM 2700000.5 | AD8496|---------------------------------------------------------------------| AD8496 AD8496 SUPERSEDED SURVEY CONTROL AD8496 AD8496 NAD 83(1990)- 26 22 54.01287(N) 080 10 18.89786(W) AD( ) 1 AD8496 ELLIP H (08/13/93) -20.25 (m) GP( ) 4 1 AD8496 NAD 83(1990)- 26 22 54.01292(N) 080 10 18.89741(W) AD( ) 1 AD8496 ELLIP H (03/31/93) -20.26 (m) GP( ) 4 1 AD8496 NGVD 29 (03/31/93) 5.9 (m) 19. (f) GPS OBS AD8496 AD8496.Superseded values are not recommended for survey control. AD8496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8496.See file dsdata.txt to determine how the superseded data were derived. AD8496 AD8496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8260518218(NAD 83) AD8496_MARKER: DD = SURVEY DISK AD8496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8496_SP_SET: CONCRETE POST AD8496_STAMPING: PBF 78 AD8496_MARK LOGO: ADRGS AD8496_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8496+STABILITY: SURFACE MOTION AD8496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8496+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2005 AD8496 AD8496 HISTORY - Date Condition Report By AD8496 HISTORY - 1991 MONUMENTED ADRGS AD8496 HISTORY - 20050321 GOOD USPSQD AD8496 AD8496 STATION DESCRIPTION AD8496 AD8496'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8496'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 (US ROUTE AD8496'441) AND ATLANTIC AVENUE (STATE ROUTE 806), GO SOUTH ON STATE ROUTE 7 AD8496'FOR 3.2 MI (5.15 KM) TO CLINT MOORE ROAD. TURN LEFT AND GO EAST ON AD8496'CLINT MOORE ROAD FOR 1.0 MI (1.61 KM) TO LYONS ROAD. TURN RIGHT AND AD8496'GO SOUTH ON LYONS ROAD FOR 1.75 MI (2.82 KM) TO KIMBERLY BOULEVARD. AD8496'TURN LEFT THROUGH A SECURITY GATE AND GO EAST ON KIMBERLY BOULEVARD AD8496'TO EAST VILLAGE DRIVE. TURN RIGHT AND GO SOUTH ON EAST VILLAGE DRIVE AD8496'FOR 0.25 MI (0.40 KM) TO SOUTH VILLAGE LANE AND THE STATION ON THE AD8496'RIGHT, IN THE GRASS MEDIAN BETWEEN THE ROAD AND A BUS LANE. THE AD8496'STATION IS 61 FEET WEST OF THE CENTERLINE OF EAST VILLAGE DRIVE, AND AD8496'15 FEET NORTH OF THE CENTERLINE OF SOUTH VILLAGE LANE. AD8496'THE STATION IS SOUTHEAST 58.29 FT (17.77 M) FROM A PK AND TIN TAB IN A AD8496'PALM TREE NORTH OF THE BUS LANE, NORTHEAST 37.71 FT (11.49 M) FROM AN AD8496'X-CUT IN THE NORTHWEST CORNER OF A CONCRETE PAD BY AN EAST-WEST FENCE AD8496'LINE ON THE SOUTH SIDE OF SOUTH VILLAGE LANE, AND NORTHWEST 63.30 FT AD8496'(19.29 M) FROM A PK AND TIN TAB 1 FOOT UP THE SIDE OF A POWER POLE ON AD8496'THE EAST SIDE OF EAST VILLAGE DRIVE AND THE SOUTH SIDE OF SOUTH AD8496'VILLAGE LANE. AD8496 AD8496 STATION RECOVERY (2005) AD8496 AD8496'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS) AD8496'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8497 *********************************************************************** AD8497 DESIGNATION - PBF 79 AD8497 PID - AD8497 AD8497 STATE/COUNTY- FL/PALM BEACH AD8497 USGS QUAD - WEST DIXIE BEND (1983) AD8497 AD8497 *CURRENT SURVEY CONTROL AD8497 ___________________________________________________________________ AD8497* NAD 83(1999)- 26 22 20.18458(N) 080 11 11.70321(W) ADJUSTED AD8497* NAVD 88 - 5.8 (meters) 19. (feet) VERTCON AD8497 ___________________________________________________________________ AD8497 X - 974,594.953 (meters) COMP AD8497 Y - -5,634,436.847 (meters) COMP AD8497 Z - 2,816,064.453 (meters) COMP AD8497 LAPLACE CORR- -3.01 (seconds) DEFLEC99 AD8497 ELLIP HEIGHT- -19.82 (meters) (07/06/01) GPS OBS AD8497 GEOID HEIGHT- -25.65 (meters) GEOID03 AD8497 AD8497 HORZ ORDER - FIRST AD8497 ELLP ORDER - FOURTH CLASS II AD8497 AD8497.The horizontal coordinates were established by GPS observations AD8497.and adjusted by the National Geodetic Survey in July 2001. AD8497 AD8497.The NAVD 88 height was computed by applying the VERTCON shift value to AD8497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8497 AD8497.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8497 AD8497.The Laplace correction was computed from DEFLEC99 derived deflections. AD8497 AD8497.The ellipsoidal height was determined by GPS observations AD8497.and is referenced to NAD 83. AD8497 AD8497.The geoid height was determined by GEOID03. AD8497 AD8497; North East Units Scale Factor Converg. AD8497;SPC FL E - 226,112.887 281,175.824 MT 1.00002250 +0 21 40.8 AD8497;UTM 17 - 2,917,167.720 581,148.127 MT 0.99968130 +0 21 40.8 AD8497 AD8497! - Elev Factor x Scale Factor = Combined Factor AD8497!SPC FL E - 1.00000311 x 1.00002250 = 1.00002561 AD8497!UTM 17 - 1.00000311 x 0.99968130 = 0.99968441 AD8497 AD8497 SUPERSEDED SURVEY CONTROL AD8497 AD8497 NAD 83(1990)- 26 22 20.18327(N) 080 11 11.70200(W) AD( ) 1 AD8497 ELLIP H (08/13/93) -19.84 (m) GP( ) 4 1 AD8497 NAD 83(1990)- 26 22 20.18331(N) 080 11 11.70151(W) AD( ) 1 AD8497 ELLIP H (03/31/93) -19.85 (m) GP( ) 4 1 AD8497 NGVD 29 (03/31/93) 6.3 (m) 21. (f) GPS OBS AD8497 AD8497.Superseded values are not recommended for survey control. AD8497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8497.See file dsdata.txt to determine how the superseded data were derived. AD8497 AD8497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8114817168(NAD 83) AD8497_MARKER: DD = SURVEY DISK AD8497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8497_SP_SET: CONCRETE POST AD8497_STAMPING: PBF 79 AD8497_MARK LOGO: ADRGS AD8497_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8497+STABILITY: SURFACE MOTION AD8497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8497+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2005 AD8497 AD8497 HISTORY - Date Condition Report By AD8497 HISTORY - 1991 MONUMENTED ADRGS AD8497 HISTORY - 20050321 GOOD USPSQD AD8497 AD8497 STATION DESCRIPTION AD8497 AD8497'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8497'TO REACH THE STATION FROM THE INTERSECTION OF GLADES ROAD (STATE ROUTE AD8497'808) AND STATE ROUTE 7 (US ROUTE 441), GO EAST ON GLADES ROAD FOR 1.0 AD8497'MI (1.61 KM) TO LYONS ROAD. TURN LEFT AND GO NORTH ON LYONS ROAD FOR AD8497'0.25 MI (0.40 KM) TO THE STATION IN THE GRASS MEDIAN, 2.7 FEET EAST AD8497'OF THE WEST CURB OF THE MEDIAN, AND 325 FEET NORTH OF THE CENTERLINE AD8497'OF SONOMA LAKE BOULEVARD. AD8497'THE STATION IS WEST 7.76 FT (2.37 M) FROM AN X-CUT IN THE CONCRETE AD8497'CURB ON THE EAST SIDE OF THE MEDIAN, NORTHEAST 7.77 FT (2.37 M) FROM AD8497'AN X-CUT IN THE CONCRETE CURB ON THE WEST SIDE OF THE MEDIAN, AND AD8497'SOUTHEAST 10.38 FT (3.16 M) FROM AN X-CUT IN THE CONCRETE CURB ON THE AD8497'WEST SIDE OF THE MEDIAN. AD8497 AD8497 STATION RECOVERY (2005) AD8497 AD8497'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS) AD8497'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8504 *********************************************************************** AD8504 DESIGNATION - PBF 84 AD8504 PID - AD8504 AD8504 STATE/COUNTY- FL/PALM BEACH AD8504 USGS QUAD - WEST DIXIE BEND (1983) AD8504 AD8504 *CURRENT SURVEY CONTROL AD8504 ___________________________________________________________________ AD8504* NAD 83(1999)- 26 20 03.87688(N) 080 11 16.69823(W) ADJUSTED AD8504* NAVD 88 - 4.5 (meters) 15. (feet) VERTCON AD8504 ___________________________________________________________________ AD8504 X - 974,775.650 (meters) COMP AD8504 Y - -5,636,294.219 (meters) COMP AD8504 Z - 2,812,304.851 (meters) COMP AD8504 LAPLACE CORR- -3.01 (seconds) DEFLEC99 AD8504 ELLIP HEIGHT- -21.14 (meters) (07/06/01) GPS OBS AD8504 GEOID HEIGHT- -25.63 (meters) GEOID03 AD8504 AD8504 HORZ ORDER - FIRST AD8504 ELLP ORDER - FOURTH CLASS II AD8504 AD8504.The horizontal coordinates were established by GPS observations AD8504.and adjusted by the National Geodetic Survey in July 2001. AD8504 AD8504.The NAVD 88 height was computed by applying the VERTCON shift value to AD8504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8504 AD8504.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8504 AD8504.The Laplace correction was computed from DEFLEC99 derived deflections. AD8504 AD8504.The ellipsoidal height was determined by GPS observations AD8504.and is referenced to NAD 83. AD8504 AD8504.The geoid height was determined by GEOID03. AD8504 AD8504; North East Units Scale Factor Converg. AD8504;SPC FL E - 221,917.005 281,063.745 MT 1.00002228 +0 21 36.9 AD8504;UTM 17 - 2,912,973.269 581,036.086 MT 0.99968108 +0 21 36.9 AD8504 AD8504! - Elev Factor x Scale Factor = Combined Factor AD8504!SPC FL E - 1.00000332 x 1.00002228 = 1.00002560 AD8504!UTM 17 - 1.00000332 x 0.99968108 = 0.99968440 AD8504 AD8504: Primary Azimuth Mark Grid Az AD8504:SPC FL E - PBF 82 007 36 37.7 AD8504:UTM 17 - PBF 82 007 36 37.7 AD8504 AD8504|---------------------------------------------------------------------| AD8504| PID Reference Object Distance Geod. Az | AD8504| dddmmss.s | AD8504| AD8502 PBF 82 APPROX. 1.7 KM 0075814.6 | AD8504| AD8501 PBF 81 APPROX. 1.8 KM 3363918.4 | AD8504|---------------------------------------------------------------------| AD8504 AD8504 SUPERSEDED SURVEY CONTROL AD8504 AD8504 NAD 83(1990)- 26 20 03.87556(N) 080 11 16.69703(W) AD( ) 1 AD8504 ELLIP H (08/13/93) -21.16 (m) GP( ) 4 1 AD8504 NAD 83(1990)- 26 20 03.87561(N) 080 11 16.69656(W) AD( ) 1 AD8504 ELLIP H (03/31/93) -21.17 (m) GP( ) 4 1 AD8504 NGVD 29 (03/31/93) 5.0 (m) 16. (f) GPS OBS AD8504 AD8504.Superseded values are not recommended for survey control. AD8504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8504.See file dsdata.txt to determine how the superseded data were derived. AD8504 AD8504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8103612973(NAD 83) AD8504_MARKER: DD = SURVEY DISK AD8504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8504_SP_SET: CONCRETE POST AD8504_STAMPING: PBF 84 AD8504_MARK LOGO: ADRGS AD8504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8504+STABILITY: SURFACE MOTION AD8504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8504+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2005 AD8504 AD8504 HISTORY - Date Condition Report By AD8504 HISTORY - 1991 MONUMENTED ADRGS AD8504 HISTORY - 20050321 GOOD USPSQD AD8504 AD8504 STATION DESCRIPTION AD8504 AD8504'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8504'TO REACH THE STATION FROM THYE INTERSECTION OF STATE ROUTE 7 (US ROUTE AD8504'441) AND GLADES ROAD (STATE ROUTE 808), GO SOUTH ON STATE ROUTE 7 FOR AD8504'1.3 MI (2.09 KM) TO PALMETTO PARK ROAD. TURN LEFT AND GO EAST ON AD8504'PALMETTO PARK ROAD FOR 1.0 MI (1.61 KM) TO LYONS ROAD. TURN RIGHT AND AD8504'GO SOUTH ON LYONS ROAD (SOUTHWEST 57TH AVENUE) FOR 1.05 MI (1.69 KM) AD8504'TO THE STATION IN THE GRASS MEDIAN, 0.15 MI (0.24 KM) SOUTH OF AD8504'SOUTHWEST 14TH STREET AND 5.5 FEET WEST OF THE WEST EDGE OF PAVEMENT AD8504'OF THE NORTHBOUND LANES OF LYONS ROAD. AD8504'THE STATION IS NORTHWEST 57.85 FT (17.63 M) FROM AN X-CUT 1.5 FEET UP AD8504'THE NORTHWEST CORNER OF A CONCRETE LIGHT POLE ON THE EAST SIDE OF AD8504'LYONS ROAD, NORTH 73.62 FT (22.44 M) FROM AN X-CUT IN THE NORTHWEST AD8504'CORNER OF A CATCHBASIN ON THE EAST SIDE OF LYONS ROAD, AND NORTH AD8504'95.50 FT (29.11 M) FROM A NAIL AND TIN TAB 1 FOOT UP THE WESTERN AD8504'TRUNK OF A QUADRUPLE PEPPER TREE IN THE MEDIAN. AD8504 AD8504 STATION RECOVERY (2005) AD8504 AD8504'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS) AD8504'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8505 *********************************************************************** AD8505 DESIGNATION - PBF 86 AD8505 PID - AD8505 AD8505 STATE/COUNTY- FL/PALM BEACH AD8505 USGS QUAD - WEST DIXIE BEND (1983) AD8505 AD8505 *CURRENT SURVEY CONTROL AD8505 ___________________________________________________________________ AD8505* NAD 83(1999)- 26 19 12.50841(N) 080 11 11.24834(W) ADJUSTED AD8505* NAVD 88 - 5.1 (meters) 17. (feet) VERTCON AD8505 ___________________________________________________________________ AD8505 X - 975,044.157 (meters) COMP AD8505 Y - -5,636,959.816 (meters) COMP AD8505 Z - 2,810,888.171 (meters) COMP AD8505 LAPLACE CORR- -3.02 (seconds) DEFLEC99 AD8505 ELLIP HEIGHT- -20.59 (meters) (07/06/01) GPS OBS AD8505 GEOID HEIGHT- -25.63 (meters) GEOID03 AD8505 AD8505 HORZ ORDER - FIRST AD8505 ELLP ORDER - FOURTH CLASS II AD8505 AD8505.The horizontal coordinates were established by GPS observations AD8505.and adjusted by the National Geodetic Survey in July 2001. AD8505 AD8505.The NAVD 88 height was computed by applying the VERTCON shift value to AD8505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8505 AD8505.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8505 AD8505.The Laplace correction was computed from DEFLEC99 derived deflections. AD8505 AD8505.The ellipsoidal height was determined by GPS observations AD8505.and is referenced to NAD 83. AD8505 AD8505.The geoid height was determined by GEOID03. AD8505 AD8505; North East Units Scale Factor Converg. AD8505;SPC FL E - 220,337.044 281,224.833 MT 1.00002260 +0 21 38.6 AD8505;UTM 17 - 2,911,393.847 581,197.120 MT 0.99968140 +0 21 38.6 AD8505 AD8505! - Elev Factor x Scale Factor = Combined Factor AD8505!SPC FL E - 1.00000323 x 1.00002260 = 1.00002583 AD8505!UTM 17 - 1.00000323 x 0.99968140 = 0.99968463 AD8505 AD8505 SUPERSEDED SURVEY CONTROL AD8505 AD8505 NAD 83(1990)- 26 19 12.50709(N) 080 11 11.24714(W) AD( ) 1 AD8505 ELLIP H (08/13/93) -20.61 (m) GP( ) 4 1 AD8505 NAD 83(1990)- 26 19 12.50713(N) 080 11 11.24667(W) AD( ) 1 AD8505 ELLIP H (03/31/93) -20.61 (m) GP( ) 4 1 AD8505 NGVD 29 (03/31/93) 5.5 (m) 18. (f) GPS OBS AD8505 AD8505.Superseded values are not recommended for survey control. AD8505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8505.See file dsdata.txt to determine how the superseded data were derived. AD8505 AD8505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8119711394(NAD 83) AD8505_MARKER: DD = SURVEY DISK AD8505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8505_SP_SET: CONCRETE POST AD8505_STAMPING: PBF 86 AD8505_MARK LOGO: ADRGS AD8505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8505+STABILITY: SURFACE MOTION AD8505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8505+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005 AD8505 AD8505 HISTORY - Date Condition Report By AD8505 HISTORY - 1991 MONUMENTED ADRGS AD8505 HISTORY - 20050322 GOOD USPSQD AD8505 AD8505 STATION DESCRIPTION AD8505 AD8505'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8505'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 (US ROUTE AD8505'441) AND GLADES ROAD (STATE ROUTE 808), GO SOUTH ON STATE ROUTE 7 FOR AD8505'1.3 MI (2.09 KM) TO PALMETTO PARK ROAD. TURN LEFT AND GO EAST ON AD8505'PALMETTO PARK ROAD FOR 1.0 MI (1.61 KM) TO LYONS ROAD (SOUTHWEST 57TH AD8505'AVENUE). TURN RIGTH AND GO SOUTH ON LYONS ROAD FOR 1.50 MI (2.41 KM) AD8505'TO THE HILLSBORO CANAL AND THE BROWARD COUNTY LINE. CONTINUE SOUTH ON AD8505'LYONS ROAD FOR O.5 MITO THE STATION ON THE LEFT, IN THE GRASS MEDIAN. AD8505'THE STATION IS 4.3 FEET WEST OF THE WEST EDGE OF PAVEMENT OF THE AD8505'NORTHBOUND LANES OF LYONS ROAD AND 380 FEET SOUTH OF THE CENTERLINE AD8505'OF NORTHWEST 7TH STREET TO THE EAST. AD8505'THE STATION IS NORTHWEST 71.95 FT (21.93 M) FROM A PK AND TIN TAB 1 AD8505'FOOT UP THE NORTH SIDE OF A POWER POLE ON THE EAST SIDE OF LYONS ROAD AD8505', SOUTHEAST 91.72 FT (27.96 M) FROM AN X-CUT ON THE NORTHEAST CORNER AD8505'OF CONCRETE LIGHTPOLE 8 7394 4859 05 ON THE WEST SIDE OF LYONS ROAD AD8505', AND NORTHEAST 11.79 FT (3.59 M) FROM A DRILL HOLE IN THE CONCRETE AD8505'CURB ON THE WEST SIDE OF THE MEDIAN. AD8505 AD8505 STATION RECOVERY (2005) AD8505 AD8505'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS) AD8505'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8506 *********************************************************************** AD8506 DESIGNATION - PBF 88 AD8506 PID - AD8506 AD8506 STATE/COUNTY- FL/PALM BEACH AD8506 USGS QUAD - UNIVERSITY PARK (1983) AD8506 AD8506 *CURRENT SURVEY CONTROL AD8506 ___________________________________________________________________ AD8506* NAD 83(1999)- 26 25 25.93401(N) 080 09 39.85167(W) ADJUSTED AD8506* NAVD 88 - 6.2 (meters) 20. (feet) VERTCON AD8506 ___________________________________________________________________ AD8506 X - 976,669.650 (meters) COMP AD8506 Y - -5,631,498.278 (meters) COMP AD8506 Z - 2,821,185.119 (meters) COMP AD8506 LAPLACE CORR- -3.08 (seconds) DEFLEC99 AD8506 ELLIP HEIGHT- -19.54 (meters) (07/06/01) GPS OBS AD8506 GEOID HEIGHT- -25.75 (meters) GEOID03 AD8506 AD8506 HORZ ORDER - FIRST AD8506 ELLP ORDER - FOURTH CLASS II AD8506 AD8506.The horizontal coordinates were established by GPS observations AD8506.and adjusted by the National Geodetic Survey in July 2001. AD8506 AD8506.The NAVD 88 height was computed by applying the VERTCON shift value to AD8506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8506 AD8506.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8506 AD8506.The Laplace correction was computed from DEFLEC99 derived deflections. AD8506 AD8506.The ellipsoidal height was determined by GPS observations AD8506.and is referenced to NAD 83. AD8506 AD8506.The geoid height was determined by GEOID03. AD8506 AD8506; North East Units Scale Factor Converg. AD8506;SPC FL E - 231,845.887 283,684.948 MT 1.00002761 +0 22 24.1 AD8506;UTM 17 - 2,922,898.763 583,656.395 MT 0.99968640 +0 22 24.1 AD8506 AD8506! - Elev Factor x Scale Factor = Combined Factor AD8506!SPC FL E - 1.00000307 x 1.00002761 = 1.00003068 AD8506!UTM 17 - 1.00000307 x 0.99968640 = 0.99968947 AD8506 AD8506 SUPERSEDED SURVEY CONTROL AD8506 AD8506 NAD 83(1990)- 26 25 25.93263(N) 080 09 39.85051(W) AD( ) 1 AD8506 ELLIP H (08/13/93) -19.55 (m) GP( ) 4 1 AD8506 NAD 83(1990)- 26 25 25.93272(N) 080 09 39.85011(W) AD( ) 1 AD8506 ELLIP H (03/31/93) -19.56 (m) GP( ) 4 1 AD8506 NGVD 29 (03/31/93) 6.7 (m) 22. (f) GPS OBS AD8506 AD8506.Superseded values are not recommended for survey control. AD8506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8506.See file dsdata.txt to determine how the superseded data were derived. AD8506 AD8506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8365622899(NAD 83) AD8506_MARKER: DD = SURVEY DISK AD8506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8506_SP_SET: CONCRETE POST AD8506_STAMPING: PBF 88 AD8506_MARK LOGO: ADRGS AD8506_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8506+STABILITY: SURFACE MOTION AD8506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8506+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005 AD8506 AD8506 HISTORY - Date Condition Report By AD8506 HISTORY - 1991 MONUMENTED ADRGS AD8506 HISTORY - 20050322 GOOD USPSQD AD8506 AD8506 STATION DESCRIPTION AD8506 AD8506'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8506'TO REACH THE STATION FROM THE INTERSECTION OF MILITARY TRAIL (STATE AD8506'ROUTE 809) AND ATLANTIC AVENUE (STATE ROUTE 806), GO SOUTH ON AD8506'MILITARY TRAIL FOR 3.45 MI (5.55 KM) TO CLINT MOORE ROAD. TURN RIGHT AD8506'AND GO WEST ON CLINT MOORE ROAD FOR 1.6 MI (2.57 KM) TO JOG ROAD AD8506'(CARTER ROAD). CONTINUE WEST ON CLINT MOORE ROAD FOR 0.9 MI AD8506'(1.45 KM) TO CLARIDGE OVAL, THE ENTRANCE TO SAINT ANDREWS COUNTRY AD8506'CLUB. TURN RIGHT AND GO NORTH ON CLARIDGE OVAL FOR 0.25 MI (0.40 KM) AD8506'TO CLARIDGE OVAL EAST. TURN RIGHT AND GO EAST AND NORTH 0.6 MI AD8506'(0.97 KM) ON CLARIDGE OVAL EAST TO QUEENFERRY CIRCLE. TURN RIGHT AND AD8506'GO EAST AND NORTH ON QUEENFERRY CIRCLE FOR 0.7 MI (1.13 KM) TO A AD8506'NORTH-SOUTH GOLF CART CROSSING JUST PAST DARLINGTON COURT. TURN RIGHT AD8506'ON THE GOLF CART PATH AND GO NORTH ON THE PATH FOR 0.1 MI (0.16 KM) AD8506'TO THE SOUTH BANK OF AN EAST-WEST CANAL. TURN LEFT AND CONTINUE ON THE AD8506'GOLF CART PATH WEST ALONG THE CANAL FOR 0.5 MI (0.80 KM) TO THE AD8506'STATION, 11 FEET SOUTH OF THE SOUTH TOP OF BANK OF THE CANAL. AD8506'THE STATION IS NORTHWEST 65.65 FT (20.01 M) FROM A NAIL AND TIN TAB IN AD8506'THE CENTERLINE OF THE ASPHALT GOLF CART TRAIL, NORTH 56.84 FT AD8506'(17.32 M) FROM A NAIL AND TIN TAB IN THE CENTERLINE OF THE ASPHALT AD8506'GOLF CART PATH, AND NORTHEAST 77.98 FT (23.77 M) FROM A NAIL AND TIN AD8506'TAB SET 1 FOOT UP THE EAST SIDE OF A 12 INCH CLEAN PALM TREE. THE AD8506'STATION IS SOUTH 10 FEET FROM A PALM BEACH COUNTY SURVEY WITNESS SIGN AD8506'AND POST. AD8506 AD8506 STATION RECOVERY (2005) AD8506 AD8506'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS) AD8506'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8511 *********************************************************************** AD8511 DESIGNATION - PBF 97 AD8511 PID - AD8511 AD8511 STATE/COUNTY- FL/PALM BEACH AD8511 USGS QUAD - WEST DIXIE BEND (1983) AD8511 AD8511 *CURRENT SURVEY CONTROL AD8511 ___________________________________________________________________ AD8511* NAD 83(1999)- 26 20 33.46275(N) 080 09 44.57389(W) ADJUSTED AD8511* NAVD 88 - 4.3 (meters) 14. (feet) VERTCON AD8511 ___________________________________________________________________ AD8511 X - 977,223.840 (meters) COMP AD8511 Y - -5,635,460.042 (meters) COMP AD8511 Z - 2,813,120.750 (meters) COMP AD8511 LAPLACE CORR- -3.17 (seconds) DEFLEC99 AD8511 ELLIP HEIGHT- -21.38 (meters) (07/06/01) GPS OBS AD8511 GEOID HEIGHT- -25.71 (meters) GEOID03 AD8511 AD8511 HORZ ORDER - FIRST AD8511 ELLP ORDER - FOURTH CLASS II AD8511 AD8511.The horizontal coordinates were established by GPS observations AD8511.and adjusted by the National Geodetic Survey in July 2001. AD8511 AD8511.The NAVD 88 height was computed by applying the VERTCON shift value to AD8511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8511 AD8511.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8511 AD8511.The Laplace correction was computed from DEFLEC99 derived deflections. AD8511 AD8511.The ellipsoidal height was determined by GPS observations AD8511.and is referenced to NAD 83. AD8511 AD8511.The geoid height was determined by GEOID03. AD8511 AD8511; North East Units Scale Factor Converg. AD8511;SPC FL E - 222,843.858 283,612.574 MT 1.00002746 +0 22 18.1 AD8511;UTM 17 - 2,913,899.807 583,584.046 MT 0.99968625 +0 22 18.1 AD8511 AD8511! - Elev Factor x Scale Factor = Combined Factor AD8511!SPC FL E - 1.00000336 x 1.00002746 = 1.00003082 AD8511!UTM 17 - 1.00000336 x 0.99968625 = 0.99968961 AD8511 AD8511: Primary Azimuth Mark Grid Az AD8511:SPC FL E - PBF 94 317 24 20.5 AD8511:UTM 17 - PBF 94 317 24 20.5 AD8511 AD8511|---------------------------------------------------------------------| AD8511| PID Reference Object Distance Geod. Az | AD8511| dddmmss.s | AD8511| AD8510 PBF 94 APPROX. 1.1 KM 3174638.6 | AD8511|---------------------------------------------------------------------| AD8511 AD8511 SUPERSEDED SURVEY CONTROL AD8511 AD8511 NAD 83(1990)- 26 20 33.46143(N) 080 09 44.57269(W) AD( ) 1 AD8511 ELLIP H (08/13/93) -21.40 (m) GP( ) 4 1 AD8511 NAD 83(1990)- 26 20 33.46147(N) 080 09 44.57224(W) AD( ) 1 AD8511 ELLIP H (03/31/93) -21.41 (m) GP( ) 4 1 AD8511 NGVD 29 (03/31/93) 4.8 (m) 16. (f) GPS OBS AD8511 AD8511.Superseded values are not recommended for survey control. AD8511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8511.See file dsdata.txt to determine how the superseded data were derived. AD8511 AD8511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8358413900(NAD 83) AD8511_MARKER: DD = SURVEY DISK AD8511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8511_SP_SET: CONCRETE POST AD8511_STAMPING: PBF 97 AD8511_MARK LOGO: ADRGS AD8511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8511+STABILITY: SURFACE MOTION AD8511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8511+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005 AD8511 AD8511 HISTORY - Date Condition Report By AD8511 HISTORY - 1991 MONUMENTED ADRGS AD8511 HISTORY - 20040301 GOOD USPSQD AD8511 HISTORY - 20050322 GOOD USPSQD AD8511 AD8511 STATION DESCRIPTION AD8511 AD8511'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8511'TO REACH THE STATION FROM THE INTERSECTION OF GLADES ROAD (STATE ROUTE AD8511'808) AND MILITARY TRAIL (STATE ROUTE 809), GO SOUTH ON MILITARY TRAIL AD8511'FOR 1.4 MI (2.25 KM) TO PALMETTO PARK ROAD. TURN RIGHT AND GO WEST ON AD8511'PALMETTO PARK ROAD FOR 2.0 MI (3.22 KM) TO BOCA DEL MAR DRIVE TO THE AD8511'SOUTH AND PALMETTO CIRCLE SOUTH TO THE NORTH. TURN LEFT AND GO SOUTH AD8511'AND EAST ON BOCA DEL MAR DRIVE FOR 0.25 MI (0.40 KM) TO MONTOYA AD8511'CIRCLE SOUTH. TURN RIGHT ON MONTOYA CIRCLE AND GO SOUTH AND WEST FOR AD8511'0.4 MI (0.64 KM) TO DUBLIN DRIVE. TURN LEFT ON DUBLIN DRIVE AND GO AD8511'SOUTH TO HOUSE NUMBER 7478. THE STATION IS BEHIND THE HOUSE AND 8 AD8511'FEET NORTH OF THE NORTH BANK OF AN EAST-WEST CANAL. AD8511'THE STATION IS SOUTHEAST 60.29 FT (18.38 M) FROM THE CENTER OF A AD8511'BURIED CABLE MARKER, SOUTH 87.65 FT (26.72 M) FROM THE SOUTHWEST AD8511'CORNER OF A SCREENED-IN POOL, AND SOUTHWEST 66.49 FT (20.27 M) FROM AD8511'THE SOUTHEAST CORNER OF THE SCREENED-IN POOL. AD8511 AD8511 STATION RECOVERY (2004) AD8511 AD8511'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8511'DUBLIN DRIVE IS IN THE THORNHILL ESTATES AD8511 AD8511 STATION RECOVERY (2005) AD8511 AD8511'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS) AD8511'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8515 *********************************************************************** AD8515 DESIGNATION - PIKE POWER AD8515 PID - AD8515 AD8515 STATE/COUNTY- FL/PALM BEACH AD8515 USGS QUAD - WEST DIXIE BEND (1983) AD8515 AD8515 *CURRENT SURVEY CONTROL AD8515 ___________________________________________________________________ AD8515* NAD 83(1990)- 26 21 53.52258(N) 080 09 14.07809(W) ADJUSTED AD8515* NAVD 88 - 5.2 (meters) 17. (feet) VERTCON AD8515 ___________________________________________________________________ AD8515 LAPLACE CORR- -3.18 (seconds) DEFLEC99 AD8515 GEOID HEIGHT- -25.75 (meters) GEOID03 AD8515 AD8515 HORZ ORDER - SECOND AD8515 AD8515.The horizontal coordinates were established by classical geodetic methods AD8515.and adjusted by the National Geodetic Survey in August 1993. AD8515 AD8515.The NAVD 88 height was computed by applying the VERTCON shift value to AD8515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8515 AD8515.The Laplace correction was computed from DEFLEC99 derived deflections. AD8515 AD8515.The geoid height was determined by GEOID03. AD8515 AD8515; North East Units Scale Factor Converg. AD8515;SPC FL E - 225,313.309 284,442.055 MT 1.00002918 +0 22 32.7 AD8515;UTM 17 - 2,916,368.415 584,413.243 MT 0.99968797 +0 22 32.7 AD8515 AD8515! - Elev Factor x Scale Factor = Combined Factor AD8515!SPC FL E - 1.00000322 x 1.00002918 = 1.00003240 AD8515!UTM 17 - 1.00000322 x 0.99968797 = 0.99969119 AD8515 AD8515 SUPERSEDED SURVEY CONTROL AD8515 AD8515 NAD 83(1990)- 26 21 53.52263(N) 080 09 14.07776(W) AD( ) 2 AD8515 NGVD 29 (03/31/93) 5.7 (m) 19. (f) H LEVEL AD8515 AD8515.Superseded values are not recommended for survey control. AD8515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8515.See file dsdata.txt to determine how the superseded data were derived. AD8515 AD8515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8441316368(NAD 83) AD8515_MARKER: DD = SURVEY DISK AD8515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8515_SP_SET: CONCRETE POST AD8515_STAMPING: PIKE POWER AD8515_MARK LOGO: FL-099 AD8515_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8515+STABILITY: SURFACE MOTION AD8515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8515+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005 AD8515 AD8515 HISTORY - Date Condition Report By AD8515 HISTORY - UNK MONUMENTED FL-099 AD8515 HISTORY - 19910810 GOOD ADRGS AD8515 HISTORY - 20040301 GOOD USPSQD AD8515 HISTORY - 20050322 GOOD USPSQD AD8515 AD8515 STATION DESCRIPTION AD8515 AD8515'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8515'TO REACH THE STATION FROM THE INTERSECTION OF GLADES ROAD (STATE ROUTE AD8515'808) AND STATE ROUTE 7 (US ROUTE 441), GO EAST ON GLADES ROAD FOR 3.6 AD8515'MI (5.79 KM) TO POWERLINE ROAD. TURN RIGHT AND GO SOUTHWEST ON AD8515'POWERLINE ROAD FOR 0.3 MI (0.48 KM) TO A CANAL. TURN RIGHT AND GO AD8515'WEST ALONG THE SOUTH SIDE OF A CANAL FOR 0.4 MI (0.64 KM) TO THE AD8515'STATION, ON THE EAST SIDE OF AN ASPHALT WALKWAY. AD8515'THE STATION IS SOUTHEAST 19.36 FT (5.90 M) FROM A NAIL IN AN 8 INCH AD8515'TREE, SOUTH 44.30 FT (13.50 M) FROM A PALM BEACH COUNTY BRASS DISK IN AD8515'A CONCRETE MONUMENT STAMPED 16/21 15/22, SOUTHWEST 28.38 FT AD8515'(8.65 M) FROM A NAIL IN THE SOUTHWEST CORNER OF A WOODEN FOOTBRIDGE AD8515'OVER THE CANAL, AND WEST 199.59 FT (60.84 M) FROM AN IRON PINCH TOP AD8515'PIPE WITH A PUNCH MARK IN THE CENTER SET AS AN ECCENTRIC BECAUSE OF AD8515'OBSTRUCTIONS. AD8515 AD8515 STATION RECOVERY (2004) AD8515 AD8515'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8515'MARK IS ON THE WEST SIDE OF THE WALKWAY. AD8515 AD8515 STATION RECOVERY (2005) AD8515 AD8515'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS) AD8515'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8516 *********************************************************************** AD8516 DESIGNATION - PIKE POWER ECC AD8516 PID - AD8516 AD8516 STATE/COUNTY- FL/PALM BEACH AD8516 USGS QUAD - WEST DIXIE BEND (1983) AD8516 AD8516 *CURRENT SURVEY CONTROL AD8516 ___________________________________________________________________ AD8516* NAD 83(1999)- 26 21 53.38512(N) 080 09 11.89036(W) ADJUSTED AD8516* NAVD 88 - 3.6 (meters) 12. (feet) VERTCON AD8516 ___________________________________________________________________ AD8516 X - 977,929.941 (meters) COMP AD8516 Y - -5,634,228.616 (meters) COMP AD8516 Z - 2,815,324.436 (meters) COMP AD8516 LAPLACE CORR- -3.19 (seconds) DEFLEC99 AD8516 ELLIP HEIGHT- -22.19 (meters) (07/06/01) GPS OBS AD8516 GEOID HEIGHT- -25.75 (meters) GEOID03 AD8516 AD8516 HORZ ORDER - FIRST AD8516 ELLP ORDER - FOURTH CLASS II AD8516 AD8516.The horizontal coordinates were established by GPS observations AD8516.and adjusted by the National Geodetic Survey in July 2001. AD8516 AD8516.The NAVD 88 height was computed by applying the VERTCON shift value to AD8516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8516 AD8516.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8516 AD8516.The Laplace correction was computed from DEFLEC99 derived deflections. AD8516 AD8516.The ellipsoidal height was determined by GPS observations AD8516.and is referenced to NAD 83. AD8516 AD8516.The geoid height was determined by GEOID03. AD8516 AD8516; North East Units Scale Factor Converg. AD8516;SPC FL E - 225,309.476 284,502.736 MT 1.00002931 +0 22 33.7 AD8516;UTM 17 - 2,916,364.583 584,473.904 MT 0.99968810 +0 22 33.7 AD8516 AD8516! - Elev Factor x Scale Factor = Combined Factor AD8516!SPC FL E - 1.00000349 x 1.00002931 = 1.00003280 AD8516!UTM 17 - 1.00000349 x 0.99968810 = 0.99969159 AD8516 AD8516 SUPERSEDED SURVEY CONTROL AD8516 AD8516 NAD 83(1990)- 26 21 53.38379(N) 080 09 11.88920(W) AD( ) 1 AD8516 ELLIP H (08/13/93) -22.20 (m) GP( ) 4 1 AD8516 NAD 83(1990)- 26 21 53.38384(N) 080 09 11.88888(W) AD( ) 1 AD8516 ELLIP H (03/31/93) -22.21 (m) GP( ) 4 1 AD8516 NGVD 29 (03/31/93) 4.1 (m) 13. (f) GPS OBS AD8516 AD8516.Superseded values are not recommended for survey control. AD8516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8516.See file dsdata.txt to determine how the superseded data were derived. AD8516 AD8516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8447416365(NAD 83) AD8516_MARKER: I = METAL ROD AD8516_SETTING: 2 = OBJECT DRIVEN INTO GROUND AD8516_SP_SET: DRIVEN INTO GROUND AD8516_MARK LOGO: ADRGS AD8516_MAGNETIC: I = MARKER IS A STEEL ROD AD8516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD8516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8516+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005 AD8516 AD8516 HISTORY - Date Condition Report By AD8516 HISTORY - 1991 MONUMENTED ADRGS AD8516 HISTORY - 20040301 GOOD USPSQD AD8516 HISTORY - 20050322 GOOD USPSQD AD8516 AD8516 STATION DESCRIPTION AD8516 AD8516'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8516'TO REACH THE STATION FROM THE INTERSECTION OF GLADES ROAD (STATE ROUTE AD8516'808) AND STATE ROUTE 7 (US ROUTE 441), GO EAST ON GLADES ROAD FOR 3.6 AD8516'MI (5.79 KM) TO POWERLINE ROAD. TURN RIGHT AND GO SOUTHWEST ON AD8516'POWERLINE ROAD FOR 0.3 MI (0.48 KM) TO A CANAL. TURN RIGHT AND GO AD8516'WEST ALONG THE SOUTH SIDE OF A CANAL FOR 0.4 MI (0.64 KM) TO THE AD8516'STATION, ON THE EAST SIDE OF AN ASPHALT WALKWAY. AD8516'THE STATION IS AN IRON PINCH TOP PIPE WITH A PUNCH MARK IN THE CENTER AD8516'SET AS AN ECCENTRIC TO STATION PIKE POWER, LOCATED 199.59 FT AD8516'(60.84 M) TO THE WEST, ACROSS THE WALKWAY. AD8516 AD8516 STATION RECOVERY (2004) AD8516 AD8516'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8516'RECOVERED IN GOOD CONDITION. AD8516 AD8516 STATION RECOVERY (2005) AD8516 AD8516'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS) AD8516'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8594 *********************************************************************** AD8594 DESIGNATION - T44S R41 42E SECS 13 18 19 24 AD8594 PID - AD8594 AD8594 STATE/COUNTY- FL/PALM BEACH AD8594 USGS QUAD - PALM BEACH FARMS (1983) AD8594 AD8594 *CURRENT SURVEY CONTROL AD8594 ___________________________________________________________________ AD8594* NAD 83(1999)- 26 38 08.99325(N) 080 12 13.73012(W) ADJUSTED AD8594* NAVD 88 - 5.3 (meters) 17. (feet) VERTCON AD8594 ___________________________________________________________________ AD8594 X - 970,683.245 (meters) COMP AD8594 Y - -5,621,887.746 (meters) COMP AD8594 Z - 2,842,196.164 (meters) COMP AD8594 LAPLACE CORR- -2.72 (seconds) DEFLEC99 AD8594 ELLIP HEIGHT- -20.57 (meters) (07/06/01) GPS OBS AD8594 GEOID HEIGHT- -25.82 (meters) GEOID03 AD8594 AD8594 HORZ ORDER - FIRST AD8594 ELLP ORDER - FOURTH CLASS II AD8594 AD8594.The horizontal coordinates were established by GPS observations AD8594.and adjusted by the National Geodetic Survey in July 2001. AD8594 AD8594.The NAVD 88 height was computed by applying the VERTCON shift value to AD8594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8594 AD8594.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8594 AD8594.The Laplace correction was computed from DEFLEC99 derived deflections. AD8594 AD8594.The ellipsoidal height was determined by GPS observations AD8594.and is referenced to NAD 83. AD8594 AD8594.The geoid height was determined by GEOID03. AD8594 AD8594; North East Units Scale Factor Converg. AD8594;SPC FL E - 255,303.256 279,275.202 MT 1.00001874 +0 21 25.1 AD8594;UTM 17 - 2,946,348.129 579,248.153 MT 0.99967753 +0 21 25.1 AD8594 AD8594! - Elev Factor x Scale Factor = Combined Factor AD8594!SPC FL E - 1.00000323 x 1.00001874 = 1.00002197 AD8594!UTM 17 - 1.00000323 x 0.99967753 = 0.99968076 AD8594 AD8594 SUPERSEDED SURVEY CONTROL AD8594 AD8594 NAD 83(1990)- 26 38 08.99237(N) 080 12 13.72830(W) AD( ) 1 AD8594 ELLIP H (08/13/93) -20.57 (m) GP( ) 4 1 AD8594 NAD 83(1990)- 26 38 08.99198(N) 080 12 13.72908(W) AD( ) 1 AD8594 ELLIP H (03/31/93) -20.56 (m) GP( ) 4 1 AD8594 NGVD 29 (03/31/93) 5.8 (m) 19. (f) GPS OBS AD8594 AD8594.Superseded values are not recommended for survey control. AD8594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8594.See file dsdata.txt to determine how the superseded data were derived. AD8594 AD8594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7924846348(NAD 83) AD8594_MARKER: DD = SURVEY DISK AD8594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8594_SP_SET: CONCRETE POST AD8594_STAMPING: 13/24 18/19 AD8594_MARK LOGO: FL-099 AD8594_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8594+STABILITY: SURFACE MOTION AD8594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8594+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991 AD8594 AD8594 HISTORY - Date Condition Report By AD8594 HISTORY - UNK MONUMENTED FL-099 AD8594 HISTORY - 19910810 GOOD ADRGS AD8594 HISTORY - 20020121 MARK NOT FOUND USPSQD AD8594 HISTORY - 20030225 MARK NOT FOUND USPSQD AD8594 HISTORY - 20040305 MARK NOT FOUND USPSQD AD8594 HISTORY - 20040307 MARK NOT FOUND USPSQD AD8594 AD8594 STATION DESCRIPTION AD8594 AD8594'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8594'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 (US ROUTE AD8594'441 TO THE SOUTH) AND SOUTHERN BOULEVARD (STATE ROUTE 80, US ROUTE AD8594'98, US ROUTE 441 TO THE WEST), GO SOUTH ON STATE ROUTE 7 FOR 3.0 MI AD8594'(4.83 KM) TO THE STATION ON THE EAST SIDE OF THE HIGHWAY, 1 FOOT EAST AD8594'OF THE EAST EDGE OF PAVEMENT AND 1 FOOT BELOW THE SURFACE. AD8594'THE STATION IS SOUTHEAST 84.91 FT (25.88 M) FROM A PK AND WASHER 3 AD8594'FEET UP THE EAST SIDE OF A POWER POLE, SOUTHWEST 15.83 FT (4.82 M) AD8594'FROM A PK AND WASHER IN A GUARDRAIL POST, AND NORTHWEST 13.10 FT AD8594'(3.99 M) FROM A PK AND WASHER IN A GUARDRAIL POST. THE STATION IS AD8594'APPROXIMATELY 172 FEET SOUTH OF A TRAFFIC SIGN. AD8594 AD8594 STATION RECOVERY (2002) AD8594 AD8594'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8594'MARK NOT FOUND. AD8594 AD8594 STATION RECOVERY (2003) AD8594 AD8594'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8594'MARK NOT FOUND. AD8594 AD8594 STATION RECOVERY (2004) AD8594 AD8594'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8594'MARK NOT FOUND. AD8594 AD8594 STATION RECOVERY (2004) AD8594 AD8594'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8594'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8600 *********************************************************************** AD8600 DESIGNATION - T44S R42E SECS 15 22 1/4 COR AD8600 PID - AD8600 AD8600 STATE/COUNTY- FL/PALM BEACH AD8600 USGS QUAD - PALM BEACH FARMS (1983) AD8600 AD8600 *CURRENT SURVEY CONTROL AD8600 ___________________________________________________________________ AD8600* NAD 83(1999)- 26 38 02.99974(N) 080 08 45.51685(W) ADJUSTED AD8600* NAVD 88 - 5.7 (meters) 19. (feet) VERTCON AD8600 ___________________________________________________________________ AD8600 X - 976,371.927 (meters) COMP AD8600 Y - -5,620,986.681 (meters) COMP AD8600 Z - 2,842,031.367 (meters) COMP AD8600 LAPLACE CORR- -3.24 (seconds) DEFLEC99 AD8600 ELLIP HEIGHT- -20.37 (meters) (07/06/01) GPS OBS AD8600 GEOID HEIGHT- -25.98 (meters) GEOID03 AD8600 AD8600 HORZ ORDER - FIRST AD8600 ELLP ORDER - FOURTH CLASS II AD8600 AD8600.The horizontal coordinates were established by GPS observations AD8600.and adjusted by the National Geodetic Survey in July 2001. AD8600 AD8600.The NAVD 88 height was computed by applying the VERTCON shift value to AD8600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8600 AD8600.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8600 AD8600.The Laplace correction was computed from DEFLEC99 derived deflections. AD8600 AD8600.The ellipsoidal height was determined by GPS observations AD8600.and is referenced to NAD 83. AD8600 AD8600.The geoid height was determined by GEOID03. AD8600 AD8600; North East Units Scale Factor Converg. AD8600;SPC FL E - 255,155.975 285,035.439 MT 1.00003042 +0 22 58.3 AD8600;UTM 17 - 2,946,200.898 585,006.425 MT 0.99968921 +0 22 58.3 AD8600 AD8600! - Elev Factor x Scale Factor = Combined Factor AD8600!SPC FL E - 1.00000320 x 1.00003042 = 1.00003362 AD8600!UTM 17 - 1.00000320 x 0.99968921 = 0.99969241 AD8600 AD8600 SUPERSEDED SURVEY CONTROL AD8600 AD8600 NAD 83(1990)- 26 38 02.99898(N) 080 08 45.51522(W) AD( ) 1 AD8600 ELLIP H (08/13/93) -20.36 (m) GP( ) 4 1 AD8600 NAD 83(1990)- 26 38 02.99848(N) 080 08 45.51588(W) AD( ) 1 AD8600 ELLIP H (03/31/93) -20.36 (m) GP( ) 4 1 AD8600 NGVD 29 (03/31/93) 6.1 (m) 20. (f) GPS OBS AD8600 AD8600.Superseded values are not recommended for survey control. AD8600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8600.See file dsdata.txt to determine how the superseded data were derived. AD8600 AD8600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8500646201(NAD 83) AD8600_MARKER: DD = SURVEY DISK AD8600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8600_SP_SET: CONCRETE POST AD8600_STAMPING: 15/22 AD8600_MARK LOGO: FL-099 AD8600_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8600+STABILITY: SURFACE MOTION AD8600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8600+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991 AD8600 AD8600 HISTORY - Date Condition Report By AD8600 HISTORY - UNK MONUMENTED FL-099 AD8600 HISTORY - 19910810 GOOD ADRGS AD8600 HISTORY - 20011203 MARK NOT FOUND USPSQD AD8600 HISTORY - 20030225 MARK NOT FOUND USPSQD AD8600 HISTORY - 20040305 MARK NOT FOUND USPSQD AD8600 HISTORY - 20040307 MARK NOT FOUND USPSQD AD8600 AD8600 STATION DESCRIPTION AD8600 AD8600'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8600'TO REACH THE STATION FROM THE INTERSECTION OF LAKE WORTH ROAD (STATE AD8600'ROUTE 802) AND MILITARY TRAIL (STATE ROUTE 809), GO NORTH ON MILITARY AD8600'TRAIL FOR 0.75 MI (1.21 KM) TO 10TH AVENUE. TURN LEFT AND GO WEST ON AD8600'10TH AVENUE FOR 2.1 MI (3.38 KM) TO JOG ROAD. TURN RIGHT AND GO NORTH AD8600'ON JOG ROAD FOR 0.2 MI (0.32 KM) TO THE STATION ON THE LEFT, 210 FEET AD8600'NORTH OF THE CENTERLINE OF CONSTITUTION WAY AND 21 FEET WEST OF THE AD8600'EASTERLY CURB OF THE SOUTHBOUND LANE OF JOG RD. AD8600'THE STATION IS EAST 34.10 FT (10.39 M) FROM A NAIL AND WASHER 6 FEET AD8600'UP THE SOUTH SIDE OF A POWER POLE, NORTHEAST 41.77 FT (12.73 M) FROM AD8600'AN X-CUT IN A CONCRETE CURB, NORTHWEST 21.14 FT (6.44 M) FROM AN AD8600'X-CUT IN A CONCRETE CURB. AD8600 AD8600 STATION RECOVERY (2001) AD8600 AD8600'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS) AD8600'JOG ROAD WIDENED AND MEASUREMENTS AND GPS SHOWS MARK UNDER PAVEMENT. AD8600 AD8600 STATION RECOVERY (2003) AD8600 AD8600'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8600'MARK NOT FOUND. AD8600 AD8600 STATION RECOVERY (2004) AD8600 AD8600'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8600'MARK NOT FOUND. AD8600 AD8600 STATION RECOVERY (2004) AD8600 AD8600'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8600'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8610 *********************************************************************** AD8610 DESIGNATION - T46S R42E SECS 16 21 1/4 COR AD8610 PID - AD8610 AD8610 STATE/COUNTY- FL/PALM BEACH AD8610 USGS QUAD - UNIVERSITY PARK (1983) AD8610 AD8610 *CURRENT SURVEY CONTROL AD8610 ___________________________________________________________________ AD8610* NAD 83(1999)- 26 27 13.25630(N) 080 09 48.58084(W) ADJUSTED AD8610* NAVD 88 - 6.3 (meters) 21. (feet) VERTCON AD8610 ___________________________________________________________________ AD8610 X - 976,180.091 (meters) COMP AD8610 Y - -5,630,090.631 (meters) COMP AD8610 Z - 2,824,142.651 (meters) COMP AD8610 LAPLACE CORR- -3.05 (seconds) DEFLEC99 AD8610 ELLIP HEIGHT- -19.51 (meters) (07/06/01) GPS OBS AD8610 GEOID HEIGHT- -25.75 (meters) GEOID03 AD8610 AD8610 HORZ ORDER - FIRST AD8610 ELLP ORDER - FOURTH CLASS II AD8610 AD8610.The horizontal coordinates were established by GPS observations AD8610.and adjusted by the National Geodetic Survey in July 2001. AD8610 AD8610.The NAVD 88 height was computed by applying the VERTCON shift value to AD8610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8610 AD8610.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8610 AD8610.The Laplace correction was computed from DEFLEC99 derived deflections. AD8610 AD8610.The ellipsoidal height was determined by GPS observations AD8610.and is referenced to NAD 83. AD8610 AD8610.The geoid height was determined by GEOID03. AD8610 AD8610; North East Units Scale Factor Converg. AD8610;SPC FL E - 235,147.318 283,421.590 MT 1.00002706 +0 22 21.6 AD8610;UTM 17 - 2,926,199.068 583,393.126 MT 0.99968586 +0 22 21.6 AD8610 AD8610! - Elev Factor x Scale Factor = Combined Factor AD8610!SPC FL E - 1.00000307 x 1.00002706 = 1.00003013 AD8610!UTM 17 - 1.00000307 x 0.99968586 = 0.99968892 AD8610 AD8610: Primary Azimuth Mark Grid Az AD8610:SPC FL E - T46S R42E SECS 15 16 21 22 088 59 07.9 AD8610:UTM 17 - T46S R42E SECS 15 16 21 22 088 59 07.9 AD8610 AD8610|---------------------------------------------------------------------| AD8610| PID Reference Object Distance Geod. Az | AD8610| dddmmss.s | AD8610| AD8609 T46S R42E SECS 15 16 21 22 APPROX. 0.8 KM 0892129.5 | AD8610|---------------------------------------------------------------------| AD8610 AD8610 SUPERSEDED SURVEY CONTROL AD8610 AD8610 NAD 83(1990)- 26 27 13.25486(N) 080 09 48.57970(W) AD( ) 1 AD8610 ELLIP H (08/13/93) -19.52 (m) GP( ) 4 1 AD8610 NAD 83(1990)- 26 27 13.25504(N) 080 09 48.57937(W) AD( ) 1 AD8610 ELLIP H (03/31/93) -19.52 (m) GP( ) 4 1 AD8610 NGVD 29 (03/31/93) 6.7 (m) 22. (f) GPS OBS AD8610 AD8610.Superseded values are not recommended for survey control. AD8610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8610.See file dsdata.txt to determine how the superseded data were derived. AD8610 AD8610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8339326199(NAD 83) AD8610_MARKER: DD = SURVEY DISK AD8610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8610_SP_SET: CONCRETE POST AD8610_STAMPING: 16/21 AD8610_MARK LOGO: FL-099 AD8610_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8610+STABILITY: SURFACE MOTION AD8610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8610+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991 AD8610 AD8610 HISTORY - Date Condition Report By AD8610 HISTORY - UNK MONUMENTED FL-099 AD8610 HISTORY - 19910810 GOOD ADRGS AD8610 HISTORY - 20031117 MARK NOT FOUND USPSQD AD8610 HISTORY - 20050322 MARK NOT FOUND USPSQD AD8610 AD8610 STATION DESCRIPTION AD8610 AD8610'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8610'TO REACH THE STATION FROM INTERSECTION OF WEST ATLANTIC AVENUE (STATE AD8610'ROUTE 806, ALSO KNOWN AS DELRAY ROAD) AND THE FLORIDA TURNPIKE (EXIT AD8610'81), GO EAST ON EAST ATLANTIC AVENUE FOR 0.7 MI (1.13 KM) TO HAGEN AD8610'RANCH ROAD AND THE STATION, 28.5 FT (8.69 M) WEST OF THE CENTERLINE AD8610'OF HAGEN RANCH ROAD AND 9.3 FT (2.83 M) NORTH OF THE SOUTH EDGE OF AD8610'THE PAVEMENT OF ATLANTIC AVENUE. AD8610'THE STATION IS NORTH 69.05 FT (21.05 M) FROM AN X-CUT IN THE NORTH AD8610'CORNER OF A CONCRETE LIGHT POLE, NORTHEAST 35.73 FT (10.89 M) FROM AN AD8610'X-CUT IN THE NORTH CORNER OF ANOTHER CONCRETE LIGHT POLE, AND AD8610'SOUTHEAST 38.07 FT (11.60 M) FROM AN X-CUT IN THE EAST END CENTER TIP AD8610'OF THE CONCRETE MEDIAL ISLAND TO THE WEST OF THE INTERSECTION. AD8610 AD8610 STATION RECOVERY (2003) AD8610 AD8610'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8610'HOLE CUT IN ROADWAY AT APPROX LOCATION OF MARK. COULD NOT INVESTIGATE AD8610'DUE TO HEAVY TRAFFIC AD8610 AD8610 STATION RECOVERY (2005) AD8610 AD8610'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS) AD8610'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8614 *********************************************************************** AD8614 DESIGNATION - T47S R42E SECS 27 28 33 34 AD8614 PID - AD8614 AD8614 STATE/COUNTY- FL/PALM BEACH AD8614 USGS QUAD - WEST DIXIE BEND (1983) AD8614 AD8614 *CURRENT SURVEY CONTROL AD8614 ___________________________________________________________________ AD8614* NAD 83(1990)- 26 20 07.51331(N) 080 09 12.82718(W) ADJUSTED AD8614* NAVD 88 - 4.4 (meters) 14. (feet) VERTCON AD8614 ___________________________________________________________________ AD8614 LAPLACE CORR- -3.21 (seconds) DEFLEC99 AD8614 GEOID HEIGHT- -25.73 (meters) GEOID03 AD8614 AD8614 HORZ ORDER - SECOND AD8614 AD8614.The horizontal coordinates were established by classical geodetic methods AD8614.and adjusted by the National Geodetic Survey in August 1993. AD8614.No horizontal observational check was made to the station. AD8614 AD8614.The NAVD 88 height was computed by applying the VERTCON shift value to AD8614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8614 AD8614.The Laplace correction was computed from DEFLEC99 derived deflections. AD8614 AD8614.The geoid height was determined by GEOID03. AD8614 AD8614; North East Units Scale Factor Converg. AD8614;SPC FL E - 222,050.976 284,498.130 MT 1.00002930 +0 22 31.9 AD8614;UTM 17 - 2,913,107.195 584,469.299 MT 0.99968809 +0 22 31.9 AD8614 AD8614! - Elev Factor x Scale Factor = Combined Factor AD8614!SPC FL E - 1.00000335 x 1.00002930 = 1.00003265 AD8614!UTM 17 - 1.00000335 x 0.99968809 = 0.99969144 AD8614 AD8614 SUPERSEDED SURVEY CONTROL AD8614 AD8614 NAD 83(1990)- 26 20 07.51335(N) 080 09 12.82674(W) AD( ) 2 AD8614 NGVD 29 (03/31/93) 4.9 (m) 16. (f) H LEVEL AD8614 AD8614.Superseded values are not recommended for survey control. AD8614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8614.See file dsdata.txt to determine how the superseded data were derived. AD8614 AD8614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8446913107(NAD 83) AD8614_MARKER: DD = SURVEY DISK AD8614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8614_SP_SET: CONCRETE POST AD8614_STAMPING: 28/33 27/34 AD8614_MARK LOGO: FL-099 AD8614_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8614+STABILITY: SURFACE MOTION AD8614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8614+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005 AD8614 AD8614 HISTORY - Date Condition Report By AD8614 HISTORY - UNK MONUMENTED FL-099 AD8614 HISTORY - 19910810 GOOD ADRGS AD8614 HISTORY - 20040301 GOOD USPSQD AD8614 HISTORY - 20050322 GOOD USPSQD AD8614 AD8614 STATION DESCRIPTION AD8614 AD8614'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8614'TO REACH THE STATION FROM THE INTERSECTION OF PALMETTO PARK ROAD AND AD8614'INTERSTATE 95 (EXIT 38) IN BOCA RATON, GO WEST ON PALMETTO PARK ROAD AD8614'FOR 2.3 MI (3.70 KM) TO POWERLINE ROAD. TURN LEFT AND GO SOUTH ON AD8614'POWERLINE ROAD FOR 1.0 MI (1.61 KM) TO THE STATION IN THE CENTER OF AD8614'THE NORTHBOUND LANES OF POWERLINE ROAD, JUST SOUTH OF AN EAST-WEST AD8614'CANAL. AD8614'THE STATION IS SOUTHEAST 83.46 FT (25.44 M) FROM AN X-CUT IN A AD8614'CONCRETE LIGHT POLE IN THE GRASS MEDIAN OF POWERLINE ROAD, SOUTHWEST AD8614'69.85 FT (21.29 M) FROM AN X-CUT ON THE FACE OF A CONCRETE POWER POLE AD8614'ON THE EAST SIDE OF POWERLINE ROAD AND THE SOUTH SIDE OF THE CANAL, AD8614'WEST 58.50 FROM AN X-CUT ON THE SOUTHWEST CORNER OF A CONCRETE POWER AD8614'POLE ON THE EAST SIDE OF POWERLINE ROAD AND THE SOUTH SIDE OF THE AD8614'CANAL, AND 126.74 FT (38.63 M) SOUTH OF A REBAR SET AT THE ENTRANCE AD8614'TO SUBSTATION 22950. THE REBAR WAS SET AS AN ECCENTRIC DUE TO TRAFFIC AD8614'. AD8614 AD8614 STATION RECOVERY (2004) AD8614 AD8614'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8614'RECOVERED IN GOOD CONDITION. AD8614 AD8614 STATION RECOVERY (2005) AD8614 AD8614'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS) AD8614'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8615 *********************************************************************** AD8615 DESIGNATION - T47S R42E SECS 27 28 33 34 ECC AD8615 PID - AD8615 AD8615 STATE/COUNTY- FL/PALM BEACH AD8615 USGS QUAD - WEST DIXIE BEND (1983) AD8615 AD8615 *CURRENT SURVEY CONTROL AD8615 ___________________________________________________________________ AD8615* NAD 83(1999)- 26 20 08.76197(N) 080 09 12.67277(W) ADJUSTED AD8615* NAVD 88 - 4.4 (meters) 14. (feet) VERTCON AD8615 ___________________________________________________________________ AD8615 X - 978,153.094 (meters) COMP AD8615 Y - -5,635,641.160 (meters) COMP AD8615 Z - 2,812,439.488 (meters) COMP AD8615 LAPLACE CORR- -3.21 (seconds) DEFLEC99 AD8615 ELLIP HEIGHT- -21.37 (meters) (07/06/01) GPS OBS AD8615 GEOID HEIGHT- -25.73 (meters) GEOID03 AD8615 AD8615 HORZ ORDER - FIRST AD8615 ELLP ORDER - FOURTH CLASS II AD8615 AD8615.The horizontal coordinates were established by GPS observations AD8615.and adjusted by the National Geodetic Survey in July 2001. AD8615 AD8615.The NAVD 88 height was computed by applying the VERTCON shift value to AD8615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8615 AD8615.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8615 AD8615.The Laplace correction was computed from DEFLEC99 derived deflections. AD8615 AD8615.The ellipsoidal height was determined by GPS observations AD8615.and is referenced to NAD 83. AD8615 AD8615.The geoid height was determined by GEOID03. AD8615 AD8615; North East Units Scale Factor Converg. AD8615;SPC FL E - 222,089.433 284,502.160 MT 1.00002931 +0 22 32.0 AD8615;UTM 17 - 2,913,145.639 584,473.328 MT 0.99968810 +0 22 32.0 AD8615 AD8615! - Elev Factor x Scale Factor = Combined Factor AD8615!SPC FL E - 1.00000336 x 1.00002931 = 1.00003267 AD8615!UTM 17 - 1.00000336 x 0.99968810 = 0.99969146 AD8615 AD8615 SUPERSEDED SURVEY CONTROL AD8615 AD8615 NAD 83(1990)- 26 20 08.76067(N) 080 09 12.67159(W) AD( ) 1 AD8615 ELLIP H (08/13/93) -21.39 (m) GP( ) 4 1 AD8615 NAD 83(1990)- 26 20 08.76070(N) 080 09 12.67115(W) AD( ) 1 AD8615 ELLIP H (03/31/93) -21.39 (m) GP( ) 4 1 AD8615 NGVD 29 (03/31/93) 4.9 (m) 16. (f) GPS OBS AD8615 AD8615.Superseded values are not recommended for survey control. AD8615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8615.See file dsdata.txt to determine how the superseded data were derived. AD8615 AD8615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8447313146(NAD 83) AD8615_MARKER: I = METAL ROD AD8615_SETTING: 2 = OBJECT DRIVEN INTO GROUND AD8615_SP_SET: DRIVEN INTO GROUND AD8615_MARK LOGO: ADRGS AD8615_MAGNETIC: I = MARKER IS A STEEL ROD AD8615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AD8615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8615+SATELLITE: SATELLITE OBSERVATIONS - 1991 AD8615 AD8615 HISTORY - Date Condition Report By AD8615 HISTORY - 1991 MONUMENTED ADRGS AD8615 HISTORY - 20040301 MARK NOT FOUND USPSQD AD8615 HISTORY - 20040307 MARK NOT FOUND USPSQD AD8615 AD8615 STATION DESCRIPTION AD8615 AD8615'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8615'TO REACH THE STATION FROM THE INTERSECTION OF GLADES ROAD (STATE ROUTE AD8615'808) AND MILITARY TRAIL (STATE ROUTE 809), JUST WEST OF THE AD8615'INTERSTATE 95 INTERCHANGE ON GLADES ROAD, GO WEST ON GLADES ROAD FOR AD8615'1.6 MI (2.57 KM) TO POWERLINE ROAD. TURN LEFT AND GO SOUTH ON AD8615'POWERLINE ROAD FOR 2.5 MI (4.02 KM) TO THE STATION AT THE ENTRANCE TO AD8615'SUBSTATION 22950 (FLORIDA POWER AND LIGHT DELMAR SUBSTATION) ON THE AD8615'EAST SIDE OF POWERLINE ROAD, JUST NORTH OF AN EAST-WEST CANAL. AD8615'THE STATION IS 3 FEET EAST OF THE EAST EDGE OF PAVEMENT OF POWERLINE AD8615'ROAD, AND 30 FEET SOUTH OF THE CENTERLINE OF THE ENTRANCE ROAD TO THE AD8615'SUBSTATION. AD8615'THE STATION IS A REBAR WITH PUNCH MARK SET AS AN ECCENTRIC TO THE AD8615'SECTION CORNER LOCATED 126.74 FT (38.63 M) TO THE SOUTH IN THE AD8615'NORTHBOUND LANES OF POWERLINE ROAD. AD8615 AD8615 STATION RECOVERY (2004) AD8615 AD8615'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8615'MARK NOT FOUND. AD8615 AD8615 STATION RECOVERY (2004) AD8615 AD8615'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8615'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AD8622 *********************************************************************** AD8622 DESIGNATION - TYLER 2 AD8622 PID - AD8622 AD8622 STATE/COUNTY- FL/PALM BEACH AD8622 USGS QUAD - PALM BEACH FARMS (1983) AD8622 AD8622 *CURRENT SURVEY CONTROL AD8622 ___________________________________________________________________ AD8622* NAD 83(1999)- 26 38 29.02718(N) 080 08 43.89129(W) ADJUSTED AD8622* NAVD 88 - 5.46 (+/-2cm) 17.9 (feet) VERTCON AD8622 ___________________________________________________________________ AD8622 X - 976,354.725 (meters) COMP AD8622 Y - -5,620,624.942 (meters) COMP AD8622 Z - 2,842,747.292 (meters) COMP AD8622 LAPLACE CORR- -3.24 (seconds) DEFLEC99 AD8622 ELLIP HEIGHT- -20.59 (meters) (07/06/01) GPS OBS AD8622 GEOID HEIGHT- -26.00 (meters) GEOID03 AD8622 AD8622 HORZ ORDER - FIRST AD8622 VERT ORDER - THIRD ? (See Below) AD8622 ELLP ORDER - FOURTH CLASS II AD8622 AD8622.The horizontal coordinates were established by GPS observations AD8622.and adjusted by the National Geodetic Survey in July 2001. AD8622 AD8622.The NAVD 88 height was computed by applying the VERTCON shift value to AD8622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD8622.The vertical order pertains to the NGVD 29 superseded value. AD8622 AD8622.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD8622 AD8622.The Laplace correction was computed from DEFLEC99 derived deflections. AD8622 AD8622.The ellipsoidal height was determined by GPS observations AD8622.and is referenced to NAD 83. AD8622 AD8622.The geoid height was determined by GEOID03. AD8622 AD8622; North East Units Scale Factor Converg. AD8622;SPC FL E - 255,957.333 285,075.045 MT 1.00003050 +0 22 59.4 AD8622;UTM 17 - 2,947,001.983 585,046.017 MT 0.99968929 +0 22 59.4 AD8622 AD8622! - Elev Factor x Scale Factor = Combined Factor AD8622!SPC FL E - 1.00000323 x 1.00003050 = 1.00003373 AD8622!UTM 17 - 1.00000323 x 0.99968929 = 0.99969252 AD8622 AD8622 SUPERSEDED SURVEY CONTROL AD8622 AD8622 NAD 83(1990)- 26 38 29.02642(N) 080 08 43.88965(W) AD( ) 1 AD8622 ELLIP H (08/13/93) -20.59 (m) GP( ) 4 1 AD8622 NAD 83(1990)- 26 38 29.02593(N) 080 08 43.89031(W) AD( ) 1 AD8622 ELLIP H (03/31/93) -20.58 (m) GP( ) 4 1 AD8622 NGVD 29 (03/31/93) 5.91 (m) 19.4 (f) LEVELING 3 AD8622 AD8622.Superseded values are not recommended for survey control. AD8622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD8622.See file dsdata.txt to determine how the superseded data were derived. AD8622 AD8622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8504647002(NAD 83) AD8622_MARKER: DD = SURVEY DISK AD8622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD8622_SP_SET: CONCRETE POST AD8622_STAMPING: TYLER 2 AD8622_MARK LOGO: FL-099 AD8622_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AD8622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD8622+STABILITY: SURFACE MOTION AD8622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD8622+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1991 AD8622 AD8622 HISTORY - Date Condition Report By AD8622 HISTORY - UNK MONUMENTED FL-099 AD8622 HISTORY - 19910810 GOOD ADRGS AD8622 HISTORY - 20020121 MARK NOT FOUND USPSQD AD8622 HISTORY - 20030225 MARK NOT FOUND USPSQD AD8622 HISTORY - 20040305 MARK NOT FOUND USPSQD AD8622 HISTORY - 20040307 MARK NOT FOUND USPSQD AD8622 AD8622 STATION DESCRIPTION AD8622 AD8622'DESCRIBED BY ADR GEODETIC SERVICES 1991 AD8622'TO REACH THE STATION FROM THE INTERSECTION OF LAKE WORTH ROAD (STATE AD8622'ROUTE 802) AND MILITARY TRAIL (STATE ROUTE 809) GO NORTH ON MILITARY AD8622'TRAIL FOR 0.75 MI (1.21 KM) TO 10TH AVENUE. TURN LEFT AND GO WEST ON AD8622'10TH AVENUE FOR 2.1 MI (3.38 KM) TO JOG ROAD. TURN RIGHT AND GO NORTH AD8622'ON JOG ROAD FOR 0.6 MI (0.97 KM) TO THE STATION ON THE RIGHT, 2 FEET AD8622'WEST OF THE WEST SIDE OF THE EAST CONCRETE SIDEWALK AND JUST TO THE AD8622'SOUTH OF AN EAST WEST RUNNING CANAL. AD8622'THE STATION IS SOUTH 92.41 FT (28.17 M) FROM A NAIL AND TIN TAB IN A AD8622'POWER POLE, SOUTHWEST 24.74 FT (7.54 M) FROM AN X-CUT IN THE TOP OF AD8622'THE SOUTH END OF A METAL HANDRAIL, AND WEST 12.35 FT (3.76 M) FROM A AD8622'PALM BEACH COUNTY WITNESS SIGN NAILED TO A POWER POLE. AD8622 AD8622 STATION RECOVERY (2002) AD8622 AD8622'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS) AD8622'MARK NOT FOUND. AD8622 AD8622 STATION RECOVERY (2003) AD8622 AD8622'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS) AD8622'MARK NOT FOUND. AD8622 AD8622 STATION RECOVERY (2004) AD8622 AD8622'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8622'MARK NOT FOUND. AD8622 AD8622 STATION RECOVERY (2004) AD8622 AD8622'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS) AD8622'MARK NOT FOUND.