1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AF6947 *********************************************************************** AF6947 DESIGNATION - 872 2334 TIDAL 1 AF6947 PID - AF6947 AF6947 STATE/COUNTY- FL/ST LUCIE AF6947 USGS QUAD - PALM CITY (1983) AF6947 AF6947 *CURRENT SURVEY CONTROL AF6947 ___________________________________________________________________ AF6947* NAD 83(1986)- 27 14 37. (N) 080 18 47. (W) SCALED AF6947* NAVD 88 - 0.957 (meters) 3.14 (feet) ADJUSTED AF6947 ___________________________________________________________________ AF6947 GEOID HEIGHT- -27.38 (meters) GEOID03 AF6947 DYNAMIC HT - 0.956 (meters) 3.14 (feet) COMP AF6947 MODELED GRAV- 979,121.0 (mgal) NAVD 88 AF6947 AF6947 VERT ORDER - SECOND CLASS I AF6947 AF6947.The horizontal coordinates were scaled from a topographic map and have AF6947.an estimated accuracy of +/- 6 seconds. AF6947 AF6947.The orthometric height was determined by differential leveling AF6947.and adjusted by the National Geodetic Survey in September 1996. AF6947 AF6947.The geoid height was determined by GEOID03. AF6947 AF6947.The dynamic height is computed by dividing the NAVD 88 AF6947.geopotential number by the normal gravity value computed on the AF6947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6947.degrees latitude (g = 980.6199 gals.). AF6947 AF6947.The modeled gravity was interpolated from observed gravity values. AF6947 AF6947; North East Units Estimated Accuracy AF6947;SPC FL E - 322,580. 268,030. MT (+/- 180 meters Scaled) AF6947 AF6947 SUPERSEDED SURVEY CONTROL AF6947 AF6947 NAVD 88 (06/15/91) 0.960 (m) 3.15 (f) UNKNOWN 2 1 AF6947 NGVD 29 (09/01/92) 1.409 (m) 4.62 (f) ADJUSTED 2 1 AF6947 AF6947.Superseded values are not recommended for survey control. AF6947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6947.See file dsdata.txt to determine how the superseded data were derived. AF6947 AF6947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL680136(NAD 83) AF6947_MARKER: DJ = TIDAL STATION DISK AF6947_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AF6947_SP_SET: CONCRETE DOCK AF6947_STAMPING: NO 1 1972 AF6947_MARK LOGO: NOS AF6947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AF6947 AF6947 HISTORY - Date Condition Report By AF6947 HISTORY - 1972 MONUMENTED NOS AF6947 HISTORY - 1980 GOOD FLDNR AF6947 HISTORY - 1984 GOOD FLDNR AF6947 HISTORY - 1989 GOOD USPSQD AF6947 HISTORY - 1990 GOOD USPSQD AF6947 HISTORY - 1991 GOOD USPSQD AF6947 HISTORY - 20050810 GOOD GCYI AF6947 AF6947 STATION DESCRIPTION AF6947 AF6947'DESCRIBED BY FL DEPT OF NAT RES 1980 AF6947'4.6 MI NW FROM STUART. AF6947'THE BENCH MARK IS SET FLUSH IN CONCRETE ON A PRIVATE DOCK 83 FEET AF6947'SOUTHEAST OF THE SOUTHEAST CORNER OF THE DOCK MASTERS OFFICE, 1.5 AF6947'FEET SOUTH OF THE NORTH EDGE OF THE DOCK, AND 0.6 FOOT WEST OF THE AF6947'EAST SIDE OF THE DOCK. AF6947 AF6947 STATION RECOVERY (1984) AF6947 AF6947'RECOVERY NOTE BY FL DEPT OF NAT RES 1984 AF6947'RECOVERED IN GOOD CONDITION. AF6947 AF6947 STATION RECOVERY (1989) AF6947 AF6947'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF) AF6947'RECOVERED IN GOOD CONDITION. AF6947 AF6947 STATION RECOVERY (1990) AF6947 AF6947'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF) AF6947'RECOVERED IN GOOD CONDITION. AF6947 AF6947 STATION RECOVERY (1991) AF6947 AF6947'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF) AF6947'RECOVERED IN GOOD CONDITION. AF6947 AF6947 STATION RECOVERY (2005) AF6947 AF6947'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AF6947'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AF6948 *********************************************************************** AF6948 TIDAL BM - This is a Tidal Bench Mark. AF6948 DESIGNATION - 872 2334 TIDAL 2 AF6948 PID - AF6948 AF6948 STATE/COUNTY- FL/ST LUCIE AF6948 USGS QUAD - PALM CITY (1983) AF6948 AF6948 *CURRENT SURVEY CONTROL AF6948 ___________________________________________________________________ AF6948* NAD 83(1986)- 27 14 37. (N) 080 18 47. (W) SCALED AF6948* NAVD 88 - 1.002 (meters) 3.29 (feet) ADJUSTED AF6948 ___________________________________________________________________ AF6948 GEOID HEIGHT- -27.38 (meters) GEOID03 AF6948 DYNAMIC HT - 1.001 (meters) 3.28 (feet) COMP AF6948 MODELED GRAV- 979,121.0 (mgal) NAVD 88 AF6948 AF6948 VERT ORDER - SECOND CLASS I AF6948 AF6948.The horizontal coordinates were scaled from a topographic map and have AF6948.an estimated accuracy of +/- 6 seconds. AF6948 AF6948.The orthometric height was determined by differential leveling AF6948.and adjusted by the National Geodetic Survey in June 1991. AF6948 AF6948.This Tidal Bench Mark is designated as VM 5437 AF6948.by the Center for Operational Oceanographic Products and Services. AF6948 AF6948.The geoid height was determined by GEOID03. AF6948 AF6948.The dynamic height is computed by dividing the NAVD 88 AF6948.geopotential number by the normal gravity value computed on the AF6948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6948.degrees latitude (g = 980.6199 gals.). AF6948 AF6948.The modeled gravity was interpolated from observed gravity values. AF6948 AF6948; North East Units Estimated Accuracy AF6948;SPC FL E - 322,580. 268,030. MT (+/- 180 meters Scaled) AF6948 AF6948 SUPERSEDED SURVEY CONTROL AF6948 AF6948 NGVD 29 (09/01/92) 1.452 (m) 4.76 (f) ADJUSTED 2 1 AF6948 AF6948.Superseded values are not recommended for survey control. AF6948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6948.See file dsdata.txt to determine how the superseded data were derived. AF6948 AF6948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL680136(NAD 83) AF6948_MARKER: DJ = TIDAL STATION DISK AF6948_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AF6948_SP_SET: CONCRETE SEAWALL AF6948_STAMPING: NO 2 1972 AF6948_MARK LOGO: NOS AF6948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6948+STABILITY: SURFACE MOTION AF6948 AF6948 HISTORY - Date Condition Report By AF6948 HISTORY - 1972 MONUMENTED NOS AF6948 HISTORY - 1980 GOOD FLDNR AF6948 HISTORY - 1984 GOOD FLDNR AF6948 HISTORY - 1989 GOOD USPSQD AF6948 HISTORY - 1990 GOOD USPSQD AF6948 HISTORY - 1991 GOOD USPSQD AF6948 HISTORY - 20050810 GOOD GCYI AF6948 AF6948 STATION DESCRIPTION AF6948 AF6948'DESCRIBED BY FL DEPT OF NAT RES 1980 AF6948'4.6 MI NW FROM STUART. AF6948'THE BENCH MARK IS SET FLUSH WITH CEMENT ON TOP OF THE SEAWALL, 60 FEET AF6948'SOUTHWEST OF THE SOUTHWEST CORNER OF THE DOCK MASTERS OFFICE, 2.6 AF6948'FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE SEAWALL AND BOAT RAMP, AF6948'2.0 FEET SOUTHWEST OF A 4-INCH PIPE BASE SUPPORTING A STANDARD OIL AF6948'SIGN, AND 1.8 FEET EAST OF THE EAST WALL OF THE BOAT RAMP. AF6948 AF6948 STATION RECOVERY (1984) AF6948 AF6948'RECOVERY NOTE BY FL DEPT OF NAT RES 1984 AF6948'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE BOAT RAMP HAS AF6948'BEEN CONVERTED TO A BOAT HOIST AND THE STANDARD OIL SIGN WAS REPLACED AF6948'BY A FLAGPOLE. AF6948 AF6948 STATION RECOVERY (1989) AF6948 AF6948'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF) AF6948'RECOVERED IN GOOD CONDITION. AF6948 AF6948 STATION RECOVERY (1990) AF6948 AF6948'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF) AF6948'RECOVERED IN GOOD CONDITION. AF6948 AF6948 STATION RECOVERY (1991) AF6948 AF6948'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF) AF6948'RECOVERED IN GOOD CONDITION. AF6948 AF6948 STATION RECOVERY (2005) AF6948 AF6948'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AF6948'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AF6949 *********************************************************************** AF6949 TIDAL BM - This is a Tidal Bench Mark. AF6949 DESIGNATION - 872 2334 TIDAL 3 AF6949 PID - AF6949 AF6949 STATE/COUNTY- FL/ST LUCIE AF6949 USGS QUAD - PALM CITY (1983) AF6949 AF6949 *CURRENT SURVEY CONTROL AF6949 ___________________________________________________________________ AF6949* NAD 83(1986)- 27 14 37. (N) 080 18 47. (W) SCALED AF6949* NAVD 88 - 0.996 (meters) 3.27 (feet) ADJUSTED AF6949 ___________________________________________________________________ AF6949 GEOID HEIGHT- -27.38 (meters) GEOID03 AF6949 DYNAMIC HT - 0.994 (meters) 3.26 (feet) COMP AF6949 MODELED GRAV- 979,121.0 (mgal) NAVD 88 AF6949 AF6949 VERT ORDER - SECOND CLASS I AF6949 AF6949.The horizontal coordinates were scaled from a topographic map and have AF6949.an estimated accuracy of +/- 6 seconds. AF6949 AF6949.The orthometric height was determined by differential leveling AF6949.and adjusted by the National Geodetic Survey in June 1991. AF6949 AF6949.This Tidal Bench Mark is designated as VM 5438 AF6949.by the Center for Operational Oceanographic Products and Services. AF6949 AF6949.The geoid height was determined by GEOID03. AF6949 AF6949.The dynamic height is computed by dividing the NAVD 88 AF6949.geopotential number by the normal gravity value computed on the AF6949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6949.degrees latitude (g = 980.6199 gals.). AF6949 AF6949.The modeled gravity was interpolated from observed gravity values. AF6949 AF6949; North East Units Estimated Accuracy AF6949;SPC FL E - 322,580. 268,030. MT (+/- 180 meters Scaled) AF6949 AF6949 SUPERSEDED SURVEY CONTROL AF6949 AF6949 NGVD 29 (09/01/92) 1.446 (m) 4.74 (f) ADJUSTED 2 1 AF6949 AF6949.Superseded values are not recommended for survey control. AF6949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6949.See file dsdata.txt to determine how the superseded data were derived. AF6949 AF6949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL680136(NAD 83) AF6949_MARKER: DJ = TIDAL STATION DISK AF6949_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AF6949_SP_SET: CONCRETE SEAWALL AF6949_STAMPING: NO 3 1972 AF6949_MARK LOGO: NOS AF6949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6949+STABILITY: SURFACE MOTION AF6949 AF6949 HISTORY - Date Condition Report By AF6949 HISTORY - 1972 MONUMENTED NOS AF6949 HISTORY - 1980 GOOD FLDNR AF6949 HISTORY - 1984 GOOD FLDNR AF6949 HISTORY - 1989 GOOD USPSQD AF6949 HISTORY - 1990 GOOD USPSQD AF6949 HISTORY - 1991 GOOD USPSQD AF6949 HISTORY - 20050810 GOOD GCYI AF6949 AF6949 STATION DESCRIPTION AF6949 AF6949'DESCRIBED BY FL DEPT OF NAT RES 1980 AF6949'4.6 MI NW FROM STUART. AF6949'THE BENCH MARK IS SET FLUSH IN THE TOP OF THE SEAWALL, 162 FEET WEST AF6949'OF THE SOUTHWEST CORNER OF THE DOCK MASTERS OFFICE AT THE ST. LUCIE AF6949'HILTON MARINA, AND 0.8 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF THE AF6949'SEAWALL AND BOAT RAMP. AF6949 AF6949 STATION RECOVERY (1984) AF6949 AF6949'RECOVERY NOTE BY FL DEPT OF NAT RES 1984 AF6949'RECOVERED IN GOOD CONDITION AND AS DESCRIBED. THE MARK IS ALSO 7 AF6949'FEET EAST OF THE CENTERLINE OF THE BOAT RAMP. AF6949 AF6949 STATION RECOVERY (1989) AF6949 AF6949'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF) AF6949'RECOVERED IN GOOD CONDITION. AF6949 AF6949 STATION RECOVERY (1990) AF6949 AF6949'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF) AF6949'RECOVERED IN GOOD CONDITION. AF6949 AF6949 STATION RECOVERY (1991) AF6949 AF6949'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF) AF6949'RECOVERED IN GOOD CONDITION. AF6949 AF6949 STATION RECOVERY (2005) AF6949 AF6949'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AF6949'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AA7670 *********************************************************************** AA7670 DESIGNATION - CREEKS AA7670 PID - AA7670 AA7670 STATE/COUNTY- FL/ST LUCIE AA7670 USGS QUAD - FORT PIERCE NW (1983) AA7670 AA7670 *CURRENT SURVEY CONTROL AA7670 ___________________________________________________________________ AA7670* NAD 83(1999)- 27 28 13.09642(N) 080 28 51.32919(W) ADJUSTED AA7670* NAVD 88 - 8.566 (meters) 28.10 (feet) ADJUSTED AA7670 ___________________________________________________________________ AA7670 X - 936,527.437 (meters) COMP AA7670 Y - -5,585,044.130 (meters) COMP AA7670 Z - 2,924,542.483 (meters) COMP AA7670 LAPLACE CORR- -1.22 (seconds) DEFLEC99 AA7670 ELLIP HEIGHT- -18.70 (meters) (06/19/01) GPS OBS AA7670 GEOID HEIGHT- -27.29 (meters) GEOID03 AA7670 DYNAMIC HT - 8.553 (meters) 28.06 (feet) COMP AA7670 MODELED GRAV- 979,144.1 (mgal) NAVD 88 AA7670 AA7670 HORZ ORDER - FIRST AA7670 VERT ORDER - SECOND CLASS I AA7670 ELLP ORDER - FOURTH CLASS I AA7670 AA7670.The horizontal coordinates were established by GPS observations AA7670.and adjusted by the National Geodetic Survey in June 2001. AA7670 AA7670.The orthometric height was determined by differential leveling AA7670.and adjusted by the National Geodetic Survey in October 2001. AA7670 AA7670.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA7670 AA7670.The Laplace correction was computed from DEFLEC99 derived deflections. AA7670 AA7670.The ellipsoidal height was determined by GPS observations AA7670.and is referenced to NAD 83. AA7670 AA7670.The geoid height was determined by GEOID03. AA7670 AA7670.The dynamic height is computed by dividing the NAVD 88 AA7670.geopotential number by the normal gravity value computed on the AA7670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA7670.degrees latitude (g = 980.6199 gals.). AA7670 AA7670.The modeled gravity was interpolated from observed gravity values. AA7670 AA7670; North East Units Scale Factor Converg. AA7670;SPC FL E - 347,621.334 251,302.079 MT 0.99997365 +0 14 22.0 AA7670;UTM 17 - 3,038,634.708 551,284.575 MT 0.99963246 +0 14 22.0 AA7670 AA7670! - Elev Factor x Scale Factor = Combined Factor AA7670!SPC FL E - 1.00000294 x 0.99997365 = 0.99997659 AA7670!UTM 17 - 1.00000294 x 0.99963246 = 0.99963540 AA7670 AA7670 SUPERSEDED SURVEY CONTROL AA7670 AA7670 NAD 83(1990)- 27 28 13.09550(N) 080 28 51.32887(W) AD( ) 1 AA7670 ELLIP H (06/21/95) -18.66 (m) GP( ) 3 2 AA7670 NAVD 88 (08/23/04) 8.57 (m) 28.1 (f) LEVELING 3 AA7670 AA7670.Superseded values are not recommended for survey control. AA7670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA7670.See file dsdata.txt to determine how the superseded data were derived. AA7670 AA7670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5128538635(NAD 83) AA7670_MARKER: DD = SURVEY DISK AA7670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA7670_STAMPING: CREEKS AA7670_MARK LOGO: FL-111 AA7670_MAGNETIC: N = NO MAGNETIC MATERIAL AA7670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA7670+STABILITY: SURFACE MOTION AA7670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA7670+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003 AA7670 AA7670 HISTORY - Date Condition Report By AA7670 HISTORY - 1993 MONUMENTED LAWNOA AA7670 HISTORY - 19990821 GOOD FLDEP AA7670 HISTORY - 20030908 GOOD GCYI AA7670 HISTORY - 20050216 GOOD GCYI AA7670 AA7670 STATION DESCRIPTION AA7670 AA7670'DESCRIBED BY LAWSON NOBLE AND ASSOCIATES 1993 (GB) AA7670'TO REACH SITE, START AT THE INTERSECTION OF GOODWIN ROAD AND ORANGE AA7670'AVENUE (STATE ROAD 68), RUN NORTH ON GOODWIN ROAD APPROXIMATELY 1.5 MI AA7670'(2.41 KM) TO THE INTERSECTION OF GOODWIN ROAD AND ANGLE ROAD. THE AA7670'POINT IS LOCATED APPROXIMATELY 24 FT (7.32 M) SOUTH OF THE SOUTH TOP AA7670'OF BANK OF BELCHER CANAL NO. C-25 AND POINT BEING 18 FT (5.49 M) AA7670'EASTERLY OF CONCRETE BRIDGE AND HAVING A METAL WITNESS POST 4.8 FT AA7670'(1.46 M) SOUTH. AA7670' AA7670'SET P.K. NAIL AND DISK LB3432 IN THE NORTH SIDE OF A 15 INCH CABBAGE AA7670'PALM WITH A MAGNETIC AZIMUTH OF 90 DEGREES, 30 MINUTES AT A DISTANCE AA7670'OF 84.63 FT (25.80 M) . ALSO SET A DRILL HOLE IN THE CONCRETE CURB ON AA7670'THE EAST SIDE OF A CONCRETE BRIDGE OVER BELCHER CANAL NO. C-25, HAVING AA7670'A MAGNETIC AZIMUTH OF 335 DEGREES, 3 MINUTES AT A DISTANCE OF 49.50 FT AA7670'(15.09 M) . ALSO SET 5/8 INCH IRON ROD AND CAP LB3432 WITH A MAGNETIC AA7670'AZIMUTH OF 270 DEGREES, 50 MINUTES AT A DISTANCE OF 27.41 FT (8.35 M) AA7670'. AA7670 AA7670 STATION RECOVERY (1999) AA7670 AA7670'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM) AA7670'THE MARK IS ABOUT 28.6 MI (46.0 KM) NORTHEAST OF OKEECHOBEE, 9.0 MI AA7670'(14.5 KM) NORTHWEST OF FT PIERCE, ON CANAL 25, IN SECTION 31, TOWNSHIP AA7670'34 SOUTH, RANGE 39 EAST, TO REACH THE MARK FROM THE JUNCTION OF U.S. AA7670'HIGHWAY 1 AND STATE ROAD A1A SOUTH (SEAWAY DRIVE) IN FORT PIERCE, GO AA7670'NORTH OF U.S. HIGHWAY 1 FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF AVENUE AA7670'O ON THE LEFT, TURN LEFT ON AVENUE O AND GO WEST FOR 0.45 MI (0.72 KM) AA7670'TO THE INTERSECTION OF 13TH STREET, TURN RIGHT ON 13TH STREET AND GO AA7670'NORTH FOR 0.3 MI (0.5 KM) TO A LOCKED GATE, PASSING THROUGH THE GATE AA7670'GO WEST ON THE SOUTH SIDE OF CANAL 25 FOR 0.8 MI (1.3 KM) TO THE AA7670'INTERSECTION OF 25TH STREET AND AVENUE T, CONTINUE WEST ON AVENUE T AA7670'FOR 1.85 MI (2.98 KM) TO THE JUNCTION OF ANGLE ROAD AND NORTH 53RD AA7670'STREET, TURN RIGHT ON ANGLE ROAD AND GO WEST FOR 6.35 MI (10.22 KM) TO AA7670'A 90 DEGREE TURN SOUTH AND THE INTERSECTION OF GOODWIN ROAD AND THE AA7670'MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH AA7670'WITH THE GROUND AND 2.0 FT (0.6 M) ABOVE THE LEVEL OF GOODWIN ROAD. AA7670'LOCATED 123.0 FT (37.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF ANGLE AA7670'ROAD, 25.5 FT (7.8 M) EAST OF THE APPROXIMATE CENTERLINE OF ROAD (NO AA7670'NAME), 24.0 FT (7.3 M) SOUTH OF THE SOUTH EDGE OF THE CANAL, 4.3 FT AA7670'(1.3 M) NORTH OF A METAL WITNESS POST AND 1.5 FT (0.5 M) NORTHWEST OF AA7670'THE GUARDRAIL. AA7670 AA7670 STATION RECOVERY (2003) AA7670 AA7670'RECOVERY NOTE BY G.C.Y., INCORPORATED 2003 AA7670'RECOVERED AS DESCRIBED AA7670 AA7670 STATION RECOVERY (2005) AA7670 AA7670'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AA7670'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AF7687 *********************************************************************** AF7687 DESIGNATION - F009 AF7687 PID - AF7687 AF7687 STATE/COUNTY- FL/ST LUCIE AF7687 USGS QUAD - INDIAN TOWN NW (1983) AF7687 AF7687 *CURRENT SURVEY CONTROL AF7687 ___________________________________________________________________ AF7687* NAD 83(1999)- 27 12 21.31276(N) 080 28 52.82206(W) ADJUSTED AF7687* NAVD 88 - 9.268 (meters) 30.41 (feet) ADJUSTED AF7687 ___________________________________________________________________ AF7687 X - 938,712.010 (meters) COMP AF7687 Y - -5,598,320.407 (meters) COMP AF7687 Z - 2,898,518.906 (meters) COMP AF7687 LAPLACE CORR- -1.47 (seconds) DEFLEC99 AF7687 ELLIP HEIGHT- -17.77 (meters) (06/19/01) GPS OBS AF7687 GEOID HEIGHT- -27.06 (meters) GEOID03 AF7687 DYNAMIC HT - 9.254 (meters) 30.36 (feet) COMP AF7687 MODELED GRAV- 979,106.2 (mgal) NAVD 88 AF7687 AF7687 HORZ ORDER - FIRST AF7687 VERT ORDER - FIRST CLASS II AF7687 ELLP ORDER - FOURTH CLASS I AF7687 AF7687.The horizontal coordinates were established by GPS observations AF7687.and adjusted by the National Geodetic Survey in June 2001. AF7687 AF7687.The orthometric height was determined by differential leveling AF7687.and adjusted by the National Geodetic Survey in May 2002. AF7687 AF7687.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7687 AF7687.The Laplace correction was computed from DEFLEC99 derived deflections. AF7687 AF7687.The ellipsoidal height was determined by GPS observations AF7687.and is referenced to NAD 83. AF7687 AF7687.The geoid height was determined by GEOID03. AF7687 AF7687.The dynamic height is computed by dividing the NAVD 88 AF7687.geopotential number by the normal gravity value computed on the AF7687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7687.degrees latitude (g = 980.6199 gals.). AF7687 AF7687.The modeled gravity was interpolated from observed gravity values. AF7687 AF7687; North East Units Scale Factor Converg. AF7687;SPC FL E - 318,326.057 251,382.883 MT 0.99997376 +0 14 13.7 AF7687;UTM 17 - 3,009,349.427 551,365.351 MT 0.99963257 +0 14 13.7 AF7687 AF7687! - Elev Factor x Scale Factor = Combined Factor AF7687!SPC FL E - 1.00000279 x 0.99997376 = 0.99997655 AF7687!UTM 17 - 1.00000279 x 0.99963257 = 0.99963536 AF7687 AF7687 SUPERSEDED SURVEY CONTROL AF7687 AF7687 NAD 83(1990)- 27 12 21.31132(N) 080 28 52.82122(W) AD( ) 1 AF7687 ELLIP H (03/30/94) -17.73 (m) GP( ) 3 2 AF7687 AF7687.Superseded values are not recommended for survey control. AF7687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7687.See file dsdata.txt to determine how the superseded data were derived. AF7687 AF7687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5136509349(NAD 83) AF7687_MARKER: F = FLANGE-ENCASED ROD AF7687_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AF7687_SP_SET: ALUMINUM ALLOY ROD AF7687_STAMPING: F009 1992 AF7687_MARK LOGO: NGS AF7687_PROJECTION: FLUSH AF7687_MAGNETIC: N = NO MAGNETIC MATERIAL AF7687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7687+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005 AF7687_ROD/PIPE-DEPTH: 2.7 meters AF7687 AF7687 HISTORY - Date Condition Report By AF7687 HISTORY - 1992 MONUMENTED KEISCH AF7687 HISTORY - 19930913 GOOD GENGRP AF7687 HISTORY - 19950208 GOOD SFLWMD AF7687 HISTORY - 20010906 GOOD FOST AF7687 HISTORY - 20050815 GOOD GCYI AF7687 AF7687 STATION DESCRIPTION AF7687 AF7687'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1992 AF7687'THE STATION IS LOCATED ABOUT 14 MI (22.5 KM) WEST OF STUART NEAR THE AF7687'MARTIN COUNTY/ST LUCIE COUNTY LINE IN THE EAST RIGHT-OF-WAY OF C.R. AF7687'609 IN SECTION 6, TOWNSHIP 38 SOUTH, RANGE 39 EAST, MARTIN COUNTY, AF7687'FLORIDA. AF7687'TO REACH THE STATION FROM THE INTERSECTION OF C.R. 714 AND C.R. 609, AF7687'NORTH OF INDIANTOWN, GO NORTH ON C.R. 609 FOR 3.1 MI (5.0 KM) TO AF7687'CANAL C-23, THE COUNTY LINE, AND THE STATION ON THE RIGHT. THE AF7687'STATION LIES SOUTH OF THE CANAL, 32.7 FT (10.0 M) SOUTH OF THE SOUTH AF7687'END OF A CONCRETE HEADWALL, 3.5 FT (1.1 M) EAST OF A METAL GUARDRAIL, AF7687'78.4 FT (23.9 M) WEST OF A BARBED WIRE FENCE, AND EAST OF A CARSONITE AF7687'WITNESS POST. AF7687'ACCESS TO THE DATUM POINT--THE STATION IS RECESSED INSIDE A NGS LOGO AF7687'CAP MOUNTED ON A 5 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR AF7687'SET FLUSH WITH THE GROUND. AF7687'REFERENCES-- AF7687'FOUND X-CUT IN CONCRETE HEADWALL, MAGNETIC AZIMUTH OF 11 DEGREES AT AF7687'35.68 FT (10.88 M) . AF7687'KEITH AND SCHNARS NAIL AND DISC, SET IN WOOD FENCE CORNER, MAGNETIC AF7687'AZIMUTH OF 90 DEGREES AT 78.38 FT (23.89 M) . AF7687'KEITH AND SCHNARS NAIL AND DISC, SET IN WOOD P.I. POWER POLE, MAGNETIC AF7687'AZIMUTH OF 160 DEGREES AT 148.70 FT (45.32 M) . AF7687'FOUND NAIL AND DISC STAMPED TINKLE PAUGH SURVEYORS, SET IN TOP OF AF7687'WOOD GUARDRAIL, MAGNETIC AZIMUTH OF 350 DEGREES AT 9.02 FT (2.75 M) . AF7687 AF7687 STATION RECOVERY (1993) AF7687 AF7687'RECOVERY NOTE BY GENSIS GROUP INCORPORATED SE 1993 (JEL) AF7687'URECOVERED AS DESCRIBED. AF7687 AF7687 STATION RECOVERY (1995) AF7687 AF7687'RECOVERY NOTE BY S FL WATER MGMT DIST 1995 (MEH) AF7687'RECOVERED AS DESCRIBED. AF7687 AF7687 STATION RECOVERY (2001) AF7687 AF7687'RECOVERY NOTE BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB) AF7687'THE MONUMENT WAS RECOVERED AS DESCRIBED. AF7687' AF7687 AF7687 STATION RECOVERY (2005) AF7687 AF7687'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AF7687'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AJ8590 *********************************************************************** AJ8590 DESIGNATION - HAWK AJ8590 PID - AJ8590 AJ8590 STATE/COUNTY- FL/ST LUCIE AJ8590 USGS QUAD - FORT PIERCE SW (1953) AJ8590 AJ8590 *CURRENT SURVEY CONTROL AJ8590 ___________________________________________________________________ AJ8590* NAD 83(1986)- 27 20 18. (N) 080 28 25. (W) SCALED AJ8590* NAVD 88 - 8.701 (meters) 28.55 (feet) ADJUSTED AJ8590 ___________________________________________________________________ AJ8590 GEOID HEIGHT- -27.19 (meters) GEOID03 AJ8590 DYNAMIC HT - 8.688 (meters) 28.50 (feet) COMP AJ8590 MODELED GRAV- 979,126.4 (mgal) NAVD 88 AJ8590 AJ8590 VERT ORDER - FIRST CLASS II AJ8590 AJ8590.The horizontal coordinates were scaled from a topographic map and have AJ8590.an estimated accuracy of +/- 6 seconds. AJ8590 AJ8590.The orthometric height was determined by differential leveling AJ8590.and adjusted by the National Geodetic Survey in May 2002. AJ8590 AJ8590.The geoid height was determined by GEOID03. AJ8590 AJ8590.The dynamic height is computed by dividing the NAVD 88 AJ8590.geopotential number by the normal gravity value computed on the AJ8590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ8590.degrees latitude (g = 980.6199 gals.). AJ8590 AJ8590.The modeled gravity was interpolated from observed gravity values. AJ8590 AJ8590; North East Units Estimated Accuracy AJ8590;SPC FL E - 333,000. 252,090. MT (+/- 180 meters Scaled) AJ8590 AJ8590 SUPERSEDED SURVEY CONTROL AJ8590 AJ8590.No superseded survey control is available for this station. AJ8590 AJ8590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL520240(NAD 83) AJ8590_MARKER: DD = SURVEY DISK AJ8590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ8590_STAMPING: HAWK 2001 AJ8590_MARK LOGO: FL-111 AJ8590_PROJECTION: RECESSED 8 CENTIMETERS AJ8590_MAGNETIC: O = OTHER; SEE DESCRIPTION AJ8590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ8590+STABILITY: SURFACE MOTION AJ8590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8590+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2001 AJ8590 AJ8590 HISTORY - Date Condition Report By AJ8590 HISTORY - 2001 MONUMENTED FL-111 AJ8590 HISTORY - 20010923 GOOD FOST AJ8590 HISTORY - 20050812 GOOD GCYI AJ8590 AJ8590 STATION DESCRIPTION AJ8590 AJ8590'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB) AJ8590'THE MONUMENT IS LOCATED 22.9 MILES (36.80 KM) NORTHEAST OF OKEECHOBEE, AJ8590'FL. AND 11.5 MILES (18.50 KM) AJ8590'SOUTHWEST OF FT. PIERCE, SECTION 19, TOWNSHIP 36 SOUTH, RANGE 39 EAST. AJ8590'OWNERSHIP IS SOUTH FLORIDA WATER MANAGEMENT DISTRICT. AJ8590' AJ8590'TO REACH THE MONUMENT FROM THE INTERSECTION OF STATE ROAD 70 AND AJ8590'COUNTY ROAD 609A (SHINN AJ8590'ROAD), 10.5 MILES (16.96 KM) WEST OF THE JUNCTION OF U.S. HIGHWAY 1 AJ8590'AND STATE ROAD 70 IN FT. PIERCE FL., AJ8590'GO SOUTH ON COUNTY ROAD 609A FOR 0.4 MILES (0.64 KM) TO THE AJ8590'INTERSECTION OF SHINN ROAD AND COUNTY AJ8590'ROAD 712 (MIDWAY ROAD), GO SOUTH (STRAIGHT) 2.5 MILES (4.02 KM) ON AJ8590'SCHINN ROAD TO THE MONUMENT AJ8590'LOCATION, ON THE NORTHWEST CORNER OF BRIDGE NO. 940018 (THE NORTH SIDE AJ8590'OF RIM DITCH). THE AJ8590'MONUMENT IS 0.05 MILES (0.08 KM) NORTH OF THE JUNCTION OF SCHINN ROAD AJ8590'AND C-24 CANAL ROAD AJ8590'(JUNCTION ON THE SOUTH SIDE OF RIM DITCH). AJ8590' AJ8590'THE MONUMENT IS 13.5 FEET (4.11 M) WEST OF THE CENTER OF BEND IN AJ8590'GUARDRAIL, 3.5 FEET (1.07 M) AJ8590'SOUTHEAST OF THE END OF GUARDRAIL, 9.0 FEET (2.74 M) NORTH OF THE WEST AJ8590'POST OF A SIGN READING C-24 AJ8590'RIM DITCH SFLWMD PROTECTING OUR WATER RESOURCES, 15.5 FEET (4.72 M) AJ8590'SOUTH OF THE CENTER OF A AJ8590'DIRT ROAD RUNNING PARALLEL TO RIM DITCH, 27.5 FEET (8.38 M) WEST OF AJ8590'THE CENTER OF SCHINN ROAD AND AJ8590'3.0 FEET (0.91 M) NORTH OF A CARSONITE WITNESS POST. NOTE A MAGNET WAS AJ8590'BURIED NEARBY AT AN AJ8590'UNSPECIFIED POSITION. AJ8590' AJ8590 AJ8590 STATION RECOVERY (2005) AJ8590 AJ8590'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AJ8590'MARK IS 9 FEET (2.7 METERS) WEST OF WEST POST OF SOUTH FLORIDA WATER AJ8590'MANAGEMENT DISTRICT SIGN. ACTUAL SIGN IS NO LONGER THERE. ONLY POST AJ8590'REMAIN. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AF7236 *********************************************************************** AF7236 DESIGNATION - I95 85 A29 RM 2 AF7236 PID - AF7236 AF7236 STATE/COUNTY- FL/ST LUCIE AF7236 USGS QUAD - FORT PIERCE SW (1953) AF7236 AF7236 *CURRENT SURVEY CONTROL AF7236 ___________________________________________________________________ AF7236* NAD 83(1990)- 27 22 29.29557(N) 080 24 30.96529(W) ADJUSTED AF7236* NAVD 88 - 14.840 (meters) 48.69 (feet) ADJUSTED AF7236 ___________________________________________________________________ AF7236 LAPLACE CORR- -1.47 (seconds) DEFLEC99 AF7236 GEOID HEIGHT- -27.30 (meters) GEOID03 AF7236 DYNAMIC HT - 14.817 (meters) 48.61 (feet) COMP AF7236 MODELED GRAV- 979,135.7 (mgal) NAVD 88 AF7236 AF7236 HORZ ORDER - SECOND AF7236 VERT ORDER - SECOND CLASS II AF7236 AF7236.The horizontal coordinates were established by classical geodetic methods AF7236.and adjusted by the National Geodetic Survey in May 1991. AF7236 AF7236.The orthometric height was determined by differential leveling AF7236.and adjusted by the National Geodetic Survey in June 1991. AF7236 AF7236.The Laplace correction was computed from DEFLEC99 derived deflections. AF7236 AF7236.The geoid height was determined by GEOID03. AF7236 AF7236.The dynamic height is computed by dividing the NAVD 88 AF7236.geopotential number by the normal gravity value computed on the AF7236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7236.degrees latitude (g = 980.6199 gals.). AF7236 AF7236.The modeled gravity was interpolated from observed gravity values. AF7236 AF7236; North East Units Scale Factor Converg. AF7236;SPC FL E - 337,071.183 258,500.497 MT 0.99998341 +0 16 19.0 AF7236;UTM 17 - 3,028,088.157 558,480.537 MT 0.99964222 +0 16 19.0 AF7236 AF7236! - Elev Factor x Scale Factor = Combined Factor AF7236!SPC FL E - 1.00000196 x 0.99998341 = 0.99998537 AF7236!UTM 17 - 1.00000196 x 0.99964222 = 0.99964418 AF7236 AF7236 SUPERSEDED SURVEY CONTROL AF7236 AF7236 NAD 83(1986)- 27 22 29.29931(N) 080 24 30.98063(W) AD( ) 2 AF7236 NGVD 29 (09/01/92) 15.291 (m) 50.17 (f) ADJUSTED 2 2 AF7236 AF7236.Superseded values are not recommended for survey control. AF7236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7236.See file dsdata.txt to determine how the superseded data were derived. AF7236 AF7236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5848128088(NAD 83) AF7236_MARKER: DD = SURVEY DISK AF7236_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AF7236_SP_SET: CONCRETE GUARDRAIL AF7236_STAMPING: I 95 85 A 29 RM NO 2 AF7236_MARK LOGO: FLDT AF7236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AF7236 AF7236 HISTORY - Date Condition Report By AF7236 HISTORY - 1985 MONUMENTED FLDT AF7236 HISTORY - 20050810 GOOD GCYI AF7236 AF7236 STATION DESCRIPTION AF7236 AF7236'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1985 AF7236'10.6 KM (6.60 MI) SW FROM FORT PIERCE. AF7236'FROM THE INTERSTATE ROUTE 95 AND STATE ROAD 70 INTERCHANGE, ABOUT 3.0 AF7236'MILES SOUTHWEST OF FORT PIERCE, GO SOUTHERLY ON INTERSTATE ROUTE 95 AF7236'FOR 3.6 MILES TO THE BRIDGES OVER STATE ROAD 712 (MIDWAY ROAD) AND AF7236'THE MARK, 68.0 FEET SOUTHWEST OF A METAL LIGHT POLE, 11.7 FEET EAST AF7236'OF THE EASTERNMOST PAINTED ROAD STRIPE AND 9.7 FEET SOUTH OF THE AF7236'NORTH END OF THE EAST CONCRETE GUARDRAIL OF THE NORTHBOUND BRIDGE. AF7236'THE MARK IS 3.0 FT ABOVE ROAD. AF7236 AF7236 STATION RECOVERY (2005) AF7236 AF7236'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AF7236'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AF7329 *********************************************************************** AF7329 DESIGNATION - I95 85 B16 AF7329 PID - AF7329 AF7329 STATE/COUNTY- FL/ST LUCIE AF7329 USGS QUAD - OSLO (1983) AF7329 AF7329 *CURRENT SURVEY CONTROL AF7329 ___________________________________________________________________ AF7329* NAD 83(1990)- 27 32 23.23517(N) 080 27 54.56834(W) ADJUSTED AF7329* NAVD 88 - 8.059 (meters) 26.44 (feet) ADJUSTED AF7329 ___________________________________________________________________ AF7329 LAPLACE CORR- -1.30 (seconds) DEFLEC99 AF7329 GEOID HEIGHT- -27.40 (meters) GEOID03 AF7329 DYNAMIC HT - 8.047 (meters) 26.40 (feet) COMP AF7329 MODELED GRAV- 979,147.2 (mgal) NAVD 88 AF7329 AF7329 HORZ ORDER - SECOND AF7329 VERT ORDER - SECOND CLASS II AF7329 AF7329.The horizontal coordinates were established by classical geodetic methods AF7329.and adjusted by the National Geodetic Survey in May 1991. AF7329 AF7329.The orthometric height was determined by differential leveling AF7329.and adjusted by the National Geodetic Survey in June 1991. AF7329 AF7329.The Laplace correction was computed from DEFLEC99 derived deflections. AF7329 AF7329.The geoid height was determined by GEOID03. AF7329 AF7329.The dynamic height is computed by dividing the NAVD 88 AF7329.geopotential number by the normal gravity value computed on the AF7329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7329.degrees latitude (g = 980.6199 gals.). AF7329 AF7329.The modeled gravity was interpolated from observed gravity values. AF7329 AF7329; North East Units Scale Factor Converg. AF7329;SPC FL E - 355,327.201 252,827.212 MT 0.99997561 +0 14 50.3 AF7329;UTM 17 - 3,046,337.946 552,809.188 MT 0.99963442 +0 14 50.3 AF7329 AF7329! - Elev Factor x Scale Factor = Combined Factor AF7329!SPC FL E - 1.00000304 x 0.99997561 = 0.99997865 AF7329!UTM 17 - 1.00000304 x 0.99963442 = 0.99963746 AF7329 AF7329|---------------------------------------------------------------------| AF7329| PID Reference Object Distance Geod. Az | AF7329| dddmmss.s | AF7329| AF7328 I95 85 B16 RM 2 10.647 METERS 11444 | AF7329| AF7330 I95 85 B16 RM 1 11.122 METERS 35052 | AF7329|---------------------------------------------------------------------| AF7329 AF7329 SUPERSEDED SURVEY CONTROL AF7329 AF7329 NAD 83(1986)- 27 32 23.24109(N) 080 27 54.58545(W) AD( ) 2 AF7329 NGVD 29 (09/01/92) 8.522 (m) 27.96 (f) ADJUSTED 2 2 AF7329 AF7329.Superseded values are not recommended for survey control. AF7329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7329.See file dsdata.txt to determine how the superseded data were derived. AF7329 AF7329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5280946338(NAD 83) AF7329_MARKER: DD = SURVEY DISK AF7329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7329_SP_SET: CONCRETE POST AF7329_STAMPING: I 95 85 B 16 AF7329_MARK LOGO: FLDT AF7329_PROJECTION: RECESSED 15 CENTIMETERS AF7329_MAGNETIC: N = NO MAGNETIC MATERIAL AF7329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7329+STABILITY: SURFACE MOTION AF7329 AF7329 HISTORY - Date Condition Report By AF7329 HISTORY - 1985 MONUMENTED FLDT AF7329 HISTORY - 1985 GOOD FLDT AF7329 HISTORY - 20050808 GOOD GCYI AF7329 AF7329 STATION DESCRIPTION AF7329 AF7329'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1985 (CBM) AF7329'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF VERO BEACH AND ABOUT AF7329'1-1/2 MILES SOUTHEAST OF THE INTERSECTION OF INTERSTATE ROUTE 95 WITH AF7329'ST LUCIE-INDIAN RIVER COUNTY LINE IN INTERSTATE ROUTE 95 RIGHT-OF-WAY. AF7329' AF7329'TO REACH STATION FROM INTERSTATE ROUTE 95 AND INDIAN RIVER-ST LUCIE AF7329'COUNTY LINE. GO SOUTH ON INTERSTATE ROUTE 95 FOR 1.65 MILES TO AF7329'STATION. IT IS ALSO 1.55 MILES NORTH ALONG INTERSTATE ROUTE 95 FROM AF7329'THE INTERSTATE ROUTE 95 AND INDRIO ROAD (SR 614) INTERCHANGE ON EAST AF7329'SIDE OF NORTHBOUND LANE. AF7329' AF7329'STATION MARK IS A FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS DISK, AF7329'STAMPED---I 95 85 B 16---, SET IN TOP OF A ROUND CONCRETE MONUMENT AF7329'THAT IS 6 INCHES BELOW GROUND. IT IS 4.2 FEET NORTHEAST OF METAL POST AF7329'FOR MILE 139 SIGN, 29.2 FEET NORTHEAST OF CENTERLINE OF INTERSTATE AF7329'ROUTE 95 NORTHBOUND LANE, 33.7 FEET SOUTHWEST OF A METAL WITNESS POST AF7329'AND 75.8 FEET SOUTHWEST OF CENTER POST OF A TRIPLE BRACE POST AF7329'ARRANGEMENT. AF7329' AF7329'REFERENCE MARK NUMBER 1 IS A FLORIDA, DEPARTMENT OF TRANSPORTATION AF7329'BRASS DISK, STAMPED---I 95 85 B 16 RM NO 1---, SET IN TOP OF A ROUND AF7329'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND. IT IS 8.5 FEET SOUTHWEST AF7329'OF A METAL WITNESS POST, 38.8 FEET NORTH OF METAL POST FOR MILE 139 AF7329'SIGN, 46.2 FEET NORTHEAST OF CENTERLINE OF INTERSTATE ROUTE 95 AF7329'NORTHBOUND LANE AND 67.0 FEET WEST OF CENTER POST OF A TRIPLE BRACE AF7329'POST ARRANGEMENT. AF7329' AF7329'REFERENCE MARK NUMBER 2 IS A FLORIDA, DEPARTMENT OF TRANSPORTATION AF7329'BRASS DISK, STAMPED---I 95 85 B 16 RM NO 2---, SET IN TOP OF A ROUND AF7329'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND. IT IS 16.4 FEET SOUTHWEST AF7329'OF A METAL WITNESS POST, 37.5 FEET EAST OF METAL POST FOR MILE 139 AF7329'SIGN, 46.6 FEET NORTHEAST OF CENTERLINE OF INTERSTATE ROUTE 95 AF7329'NORTHBOUND LANE AND 66.7 FEET SOUTHWEST OF CENTER POST OF A TRIPLE AF7329'BRACE POST ARRANGEMENT. AF7329 AF7329 STATION RECOVERY (1985) AF7329 AF7329'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1985 AF7329'17.0 KM (10.55 MI) NW FROM FORT PIERCE. AF7329'FROM THE INTERSTATE ROUTE 95 AND STATE ROAD 68 INTERCHANGE, ABOUT 3.0 AF7329'MILES WEST OF FORT PIERCE, GO NORTHWEST ON INTERSTATE ROUTE 95 FOR AF7329'7.55 MILES TO THE NORTHBOUND MILE POST 139 AND THE MARK. IT IS 75.8 AF7329'FEET SOUTHWEST OF THE CENTER POST OF A TRIPLE POST BRACE IN THE EAST AF7329'RIGHT OF WAY FENCE, 29.2 FEET NORTHEAST OF THE CENTER OF THE AF7329'NORTHBOUND LANES AND 4.2 FEET NORTHEAST OF THE MILE POST. AF7329'THE MARK IS 33.7 FT SW FROM A WITNESS POST AF7329 AF7329 STATION RECOVERY (2005) AF7329 AF7329'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AF7329'STATION RECOVERY NOTE IS GOOD EXCEPT FOR ONE DELETION AND TWO AF7329'ADDITIONS. AF7329'DELETION... 4.2 FEET NORTHEAST OF MILE POST. AF7329'ADDITION... 106 FEET (32.3 METERS) NORTHWEST OF MILE POST / EMERGENCY AF7329'CALL BOX 139. AF7329'ADDITION... 7 FEET (2.1 METERS) NORTHEAST OF NORTHWEST EDGE OF AF7329'PAVEMENT OF NORTH BOUND LANES. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AF7333 *********************************************************************** AF7333 DESIGNATION - I95 85 B17 AF7333 PID - AF7333 AF7333 STATE/COUNTY- FL/ST LUCIE AF7333 USGS QUAD - OSLO (1983) AF7333 AF7333 *CURRENT SURVEY CONTROL AF7333 ___________________________________________________________________ AF7333* NAD 83(1990)- 27 33 03.15680(N) 080 28 27.47804(W) ADJUSTED AF7333* NAVD 88 - 8.080 (meters) 26.51 (feet) ADJUSTED AF7333 ___________________________________________________________________ AF7333 LAPLACE CORR- -1.30 (seconds) DEFLEC99 AF7333 GEOID HEIGHT- -27.41 (meters) GEOID03 AF7333 DYNAMIC HT - 8.068 (meters) 26.47 (feet) COMP AF7333 MODELED GRAV- 979,147.5 (mgal) NAVD 88 AF7333 AF7333 HORZ ORDER - SECOND AF7333 VERT ORDER - SECOND CLASS II AF7333 AF7333.The horizontal coordinates were established by classical geodetic methods AF7333.and adjusted by the National Geodetic Survey in May 1991. AF7333 AF7333.The orthometric height was determined by differential leveling AF7333.and adjusted by the National Geodetic Survey in June 1991. AF7333 AF7333.The Laplace correction was computed from DEFLEC99 derived deflections. AF7333 AF7333.The geoid height was determined by GEOID03. AF7333 AF7333.The dynamic height is computed by dividing the NAVD 88 AF7333.geopotential number by the normal gravity value computed on the AF7333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7333.degrees latitude (g = 980.6199 gals.). AF7333 AF7333.The modeled gravity was interpolated from observed gravity values. AF7333 AF7333; North East Units Scale Factor Converg. AF7333;SPC FL E - 356,552.128 251,919.055 MT 0.99997444 +0 14 35.4 AF7333;UTM 17 - 3,047,562.456 551,901.340 MT 0.99963325 +0 14 35.4 AF7333 AF7333! - Elev Factor x Scale Factor = Combined Factor AF7333!SPC FL E - 1.00000304 x 0.99997444 = 0.99997748 AF7333!UTM 17 - 1.00000304 x 0.99963325 = 0.99963628 AF7333 AF7333|---------------------------------------------------------------------| AF7333| PID Reference Object Distance Geod. Az | AF7333| dddmmss.s | AF7333| AF7334 I95 85 B17 RM 1 8.711 METERS 02715 | AF7333| AF7332 I95 85 B17 RM 2 8.719 METERS 08043 | AF7333|---------------------------------------------------------------------| AF7333 AF7333 SUPERSEDED SURVEY CONTROL AF7333 AF7333 NAD 83(1986)- 27 33 03.16269(N) 080 28 27.49533(W) AD( ) 2 AF7333 NGVD 29 (09/01/92) 8.543 (m) 28.03 (f) ADJUSTED 2 2 AF7333 AF7333.Superseded values are not recommended for survey control. AF7333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7333.See file dsdata.txt to determine how the superseded data were derived. AF7333 AF7333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5190147562(NAD 83) AF7333_MARKER: DD = SURVEY DISK AF7333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7333_SP_SET: CONCRETE POST AF7333_STAMPING: I 95 85 B 17 AF7333_MARK LOGO: FLDT AF7333_PROJECTION: RECESSED 18 CENTIMETERS AF7333_MAGNETIC: N = NO MAGNETIC MATERIAL AF7333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7333+STABILITY: SURFACE MOTION AF7333 AF7333 HISTORY - Date Condition Report By AF7333 HISTORY - 1985 MONUMENTED FLDT AF7333 HISTORY - 1985 GOOD FLDT AF7333 HISTORY - 20050805 GOOD GCYI AF7333 AF7333 STATION DESCRIPTION AF7333 AF7333'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1985 (CBM) AF7333'STATION IS LOCATED ABOUT 7-3/4 MILES SOUTHWEST OF VERO BEACH AND ABOUT AF7333'1/2 MILE SOUTHEAST OF THE INTERSECTION OF INTERSTATE ROUTE 95 WITH AF7333'ST LUCIE-INDIAN RIVER COUNTY LINE IN INTERSTATE ROUTE 95 RIGHT-OF-WAY. AF7333' AF7333'TO REACH STATION FROM INTERSTATE ROUTE 95 AND INDIAN RIVER-ST LUCIE AF7333'COUNTY LINE. GO SOUTH ON INTERSTATE ROUTE 95 FOR 0.7 MILE TO STATION. AF7333'IT IS ALSO 2.50 MILES NORTH ALONG INTERSTATE ROUTE 95 FROM INTERSTATE AF7333'ROUTE 95 AND INDRIO ROAD (SR 614) INTERCHANGE ON EAST SIDE OF AF7333'NORTHBOUND LANE. AF7333' AF7333'STATION MARK IS A FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS DISK, AF7333'STAMPED---I 95 85 B 17---, SET IN TOP OF A ROUND CONCRETE MONUMENT AF7333'THAT IS 7 INCHES BELOW GROUND. IT IS 28.4 FEET SOUTHWEST OF NORTH END AF7333'OF CONCRETE HEADWALL, 29.4 FEET NORTHEAST OF CENTERLINE OF INTERSTATE AF7333'ROUTE 95 NORTHBOUND LANE AND 41.0 FEET NORTHWEST OF SOUTH END OF AF7333'CONCRETE HEADWALL. AF7333' AF7333'REFERENCE MARK NUMBER 1 IS A FLORIDA, DEPARTMENT OF TRANSPORTATION AF7333'BRASS DISK, STAMPED---I 95 85 B 17 RM NO 1---, SET FLUSH IN DRILL HOLE AF7333'IN TOP OF A CONCRETE BOX CULVERT HEADWALL. IT IS 10.7 FEET SOUTHEAST AF7333'OF NORTH END OF CONCRETE CULVERT HEADWALL, 18.6 FEET SOUTHWEST OF A AF7333'METAL WITNESS POST, 44.8 FEET NORTHWEST OF SOUTH END OF CONCRETE AF7333'CULVERT HEADWALL AND 54.8 FEET NORTHEAST OF CENTERLINE OF INTERSTATE AF7333'ROUTE 95 NORTHBOUND LANE. AF7333' AF7333'REFERENCE MARK NUMBER 2 IS A FLORIDA, DEPARTMENT OF TRANSPORTATION AF7333'BRASS DISK, STAMPED---I 95 85 B 17 RM NO 2---, SET FLUSH IN DRILL HOLE AF7333'IN TOP OF A CONCRETE BOX CULVERT HEADWALL. IT IS 19.0 FEET NORTHWEST AF7333'OF SOUTH END OF CONCRETE HEADWALL, 26.4 FEET SOUTHEAST OF NORTH END OF AF7333'CONCRETE HEADWALL AND 54.8 FEET NORTHEAST OF CENTERLINE OF INTERSTATE AF7333'ROUTE 95 NORTHBOUND LANE. AF7333 AF7333 STATION RECOVERY (1985) AF7333 AF7333'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1985 AF7333'18.5 KM (11.50 MI) NW FROM FORT PIERCE. AF7333'FROM THE INTERSTATE ROUTE 95 AND STATE ROAD 68 INTERCHANGE, ABOUT 3.0 AF7333'MILES WEST OF FORT PIERCE, GO NORTHWEST ON INTERSTATE ROUTE 95 FOR AF7333'8.5 MILES TO A CONCRETE CULVERT UNDER THE NORTHBOUND LANES AND THE AF7333'MARK. IT IS 41.0 FEET NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE AF7333'HEADWALL, 29.4 FEET NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES AF7333'AND 28.4 FEET SOUTHWEST OF THE NORTHWEST END OF THE HEADWALL. AF7333 AF7333 STATION RECOVERY (2005) AF7333 AF7333'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AF7333'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AF7234 *********************************************************************** AF7234 DESIGNATION - I95 V 13 AF7234 PID - AF7234 AF7234 STATE/COUNTY- FL/ST LUCIE AF7234 USGS QUAD - FORT PIERCE SW (1953) AF7234 AF7234 *CURRENT SURVEY CONTROL AF7234 ___________________________________________________________________ AF7234* NAD 83(1986)- 27 22 29. (N) 080 24 31. (W) SCALED AF7234* NAVD 88 - 14.879 (meters) 48.82 (feet) ADJUSTED AF7234 ___________________________________________________________________ AF7234 GEOID HEIGHT- -27.30 (meters) GEOID03 AF7234 DYNAMIC HT - 14.856 (meters) 48.74 (feet) COMP AF7234 MODELED GRAV- 979,135.7 (mgal) NAVD 88 AF7234 AF7234 VERT ORDER - SECOND CLASS II AF7234 AF7234.The horizontal coordinates were scaled from a topographic map and have AF7234.an estimated accuracy of +/- 6 seconds. AF7234 AF7234.The orthometric height was determined by differential leveling AF7234.and adjusted by the National Geodetic Survey in June 1991. AF7234 AF7234.The geoid height was determined by GEOID03. AF7234 AF7234.The dynamic height is computed by dividing the NAVD 88 AF7234.geopotential number by the normal gravity value computed on the AF7234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7234.degrees latitude (g = 980.6199 gals.). AF7234 AF7234.The modeled gravity was interpolated from observed gravity values. AF7234 AF7234; North East Units Estimated Accuracy AF7234;SPC FL E - 337,060. 258,500. MT (+/- 180 meters Scaled) AF7234 AF7234 SUPERSEDED SURVEY CONTROL AF7234 AF7234 NGVD 29 (09/01/92) 15.330 (m) 50.30 (f) ADJUSTED 2 2 AF7234 AF7234.Superseded values are not recommended for survey control. AF7234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7234.See file dsdata.txt to determine how the superseded data were derived. AF7234 AF7234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL584280(NAD 83) AF7234_MARKER: DD = SURVEY DISK AF7234_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AF7234_SP_SET: CONCRETE GUARDRAIL AF7234_STAMPING: BM I 95 V 13 AF7234_MARK LOGO: FLDT AF7234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AF7234 AF7234 HISTORY - Date Condition Report By AF7234 HISTORY - 1985 MONUMENTED FLDT AF7234 HISTORY - 20050810 GOOD GCYI AF7234 AF7234 STATION DESCRIPTION AF7234 AF7234'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1985 AF7234'10.6 KM (6.60 MI) SW FROM FORT PIERCE. AF7234'FROM THE INTERSTATE ROUTE 95 AND STATE ROAD 70 INTERCHANGE, ABOUT 3.0 AF7234'MILES SOUTHWEST OF FORT PIERCE, GO SOUTHERLY ON INTERSTATE ROUTE 95 AF7234'FOR 3.6 MILES TO THE BRIDGES OVER STATE ROAD 712 (MIDWAY ROAD) AND AF7234'THE MARK, 11.3 FEET EAST OF THE EAST EDGE OF THE NORTHBOUND LANES AND AF7234'8.5 FEET NORTH OF THE SOUTH END OF THE EAST CONCRETE GUARDRAIL OF THE AF7234'NORTHBOUND BRIDGE. AF7234'THE MARK IS 3.0 FT ABOVE ROAD. AF7234 AF7234 STATION RECOVERY (2005) AF7234 AF7234'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AF7234'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AF7327 *********************************************************************** AF7327 DESIGNATION - I95 V 14 AF7327 PID - AF7327 AF7327 STATE/COUNTY- FL/ST LUCIE AF7327 USGS QUAD - OSLO (1983) AF7327 AF7327 *CURRENT SURVEY CONTROL AF7327 ___________________________________________________________________ AF7327* NAD 83(1986)- 27 32 13. (N) 080 27 43. (W) SCALED AF7327* NAVD 88 - 7.179 (meters) 23.55 (feet) ADJUSTED AF7327 ___________________________________________________________________ AF7327 GEOID HEIGHT- -27.40 (meters) GEOID03 AF7327 DYNAMIC HT - 7.168 (meters) 23.52 (feet) COMP AF7327 MODELED GRAV- 979,147.1 (mgal) NAVD 88 AF7327 AF7327 VERT ORDER - SECOND CLASS II AF7327 AF7327.The horizontal coordinates were scaled from a topographic map and have AF7327.an estimated accuracy of +/- 6 seconds. AF7327 AF7327.The orthometric height was determined by differential leveling AF7327.and adjusted by the National Geodetic Survey in June 1991. AF7327 AF7327.The geoid height was determined by GEOID03. AF7327 AF7327.The dynamic height is computed by dividing the NAVD 88 AF7327.geopotential number by the normal gravity value computed on the AF7327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7327.degrees latitude (g = 980.6199 gals.). AF7327 AF7327.The modeled gravity was interpolated from observed gravity values. AF7327 AF7327; North East Units Estimated Accuracy AF7327;SPC FL E - 355,010. 253,150. MT (+/- 180 meters Scaled) AF7327 AF7327 SUPERSEDED SURVEY CONTROL AF7327 AF7327 NGVD 29 (09/01/92) 7.641 (m) 25.07 (f) ADJUSTED 2 2 AF7327 AF7327.Superseded values are not recommended for survey control. AF7327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7327.See file dsdata.txt to determine how the superseded data were derived. AF7327 AF7327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL531460(NAD 83) AF7327_MARKER: DD = SURVEY DISK AF7327_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AF7327_SP_SET: CONCRETE CULVERT HEADWALL AF7327_STAMPING: BM I 95 V 14 AF7327_MARK LOGO: FLDT AF7327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7327+STABILITY: SURFACE MOTION AF7327 AF7327 HISTORY - Date Condition Report By AF7327 HISTORY - 1985 MONUMENTED FLDT AF7327 HISTORY - 20050808 GOOD GCYI AF7327 AF7327 STATION DESCRIPTION AF7327 AF7327'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1985 AF7327'16.7 KM (10.35 MI) NW FROM FORT PIERCE. AF7327'FROM THE INTERSTATE ROUTE 95 AND STATE ROAD 68 INTERCHANGE, ABOUT 3.0 AF7327'MILES WEST OF FORT PIERCE, GO NORTHWEST ON INTERSTATE ROUTE 95 FOR AF7327'7.35 MILES TO A CONCRETE CULVERT UNDER THE NORTHBOUND LANES AND THE AF7327'MARK. IT IS SET IN THE TOP NORTHEAST CONCRETE HEADWALL, 52.2 FEET AF7327'NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES, 36.1 FEET SOUTHEAST AF7327'OF THE NORTWEST END OF THE HEADWALL AND 24.7 FEET NORTHWEST OF THE AF7327'SOUTHEAST END OF THE HEADWALL. AF7327 AF7327 STATION RECOVERY (2005) AF7327 AF7327'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AF7327'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AF7235 *********************************************************************** AF7235 DESIGNATION - I95 W 13 AF7235 PID - AF7235 AF7235 STATE/COUNTY- FL/ST LUCIE AF7235 USGS QUAD - FORT PIERCE SW (1953) AF7235 AF7235 *CURRENT SURVEY CONTROL AF7235 ___________________________________________________________________ AF7235* NAD 83(1986)- 27 22 29. (N) 080 24 31. (W) SCALED AF7235* NAVD 88 - 15.182 (meters) 49.81 (feet) ADJUSTED AF7235 ___________________________________________________________________ AF7235 GEOID HEIGHT- -27.30 (meters) GEOID03 AF7235 DYNAMIC HT - 15.160 (meters) 49.74 (feet) COMP AF7235 MODELED GRAV- 979,135.7 (mgal) NAVD 88 AF7235 AF7235 VERT ORDER - SECOND CLASS II AF7235 AF7235.The horizontal coordinates were scaled from a topographic map and have AF7235.an estimated accuracy of +/- 6 seconds. AF7235 AF7235.The orthometric height was determined by differential leveling AF7235.and adjusted by the National Geodetic Survey in June 1991. AF7235 AF7235.The geoid height was determined by GEOID03. AF7235 AF7235.The dynamic height is computed by dividing the NAVD 88 AF7235.geopotential number by the normal gravity value computed on the AF7235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7235.degrees latitude (g = 980.6199 gals.). AF7235 AF7235.The modeled gravity was interpolated from observed gravity values. AF7235 AF7235; North East Units Estimated Accuracy AF7235;SPC FL E - 337,060. 258,500. MT (+/- 180 meters Scaled) AF7235 AF7235 SUPERSEDED SURVEY CONTROL AF7235 AF7235 NGVD 29 (09/01/92) 15.634 (m) 51.29 (f) ADJUSTED 2 2 AF7235 AF7235.Superseded values are not recommended for survey control. AF7235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7235.See file dsdata.txt to determine how the superseded data were derived. AF7235 AF7235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL584280(NAD 83) AF7235_MARKER: DD = SURVEY DISK AF7235_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AF7235_SP_SET: CONCRETE GUARDRAIL AF7235_STAMPING: BM I 95 W 13 AF7235_MARK LOGO: FLDT AF7235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AF7235 AF7235 HISTORY - Date Condition Report By AF7235 HISTORY - 1985 MONUMENTED FLDT AF7235 HISTORY - 20050810 GOOD GCYI AF7235 AF7235 STATION DESCRIPTION AF7235 AF7235'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1985 AF7235'10.6 KM (6.60 MI) SW FROM FORT PIERCE. AF7235'FROM THE INTERSTATE ROUTE 95 AND STATE ROAD 70 INTERCHANGE, ABOUT 3.0 AF7235'MILES SOUTHWEST OF FORT PIERCE, GO SOUTHERLY ON INTERSTATE ROUTE 95 AF7235'FOR 3.6 MILES TO THE BRIDGES OVER STATE ROAD 712 (MIDWAY ROAD) AND AF7235'THE MARK, 11.5 FEET WEST OF THE WEST EDGE OF THE NORTHBOUND LANES AND AF7235'8.5 FEET SOUTH OF THE NORTH END OF THE WEST CONCRETE GUARDRAIL OF THE AF7235'NORTHBOUND BRIDGE. AF7235'THE MARK IS 3.0 FT ABOVE ROAD. AF7235 AF7235 STATION RECOVERY (2005) AF7235 AF7235'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AF7235'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AF7331 *********************************************************************** AF7331 DESIGNATION - I95 W 14 AF7331 PID - AF7331 AF7331 STATE/COUNTY- FL/ST LUCIE AF7331 USGS QUAD - OSLO (1983) AF7331 AF7331 *CURRENT SURVEY CONTROL AF7331 ___________________________________________________________________ AF7331* NAD 83(1986)- 27 32 36. (N) 080 27 59. (W) SCALED AF7331* NAVD 88 - 7.580 (meters) 24.87 (feet) ADJUSTED AF7331 ___________________________________________________________________ AF7331 GEOID HEIGHT- -27.40 (meters) GEOID03 AF7331 DYNAMIC HT - 7.569 (meters) 24.83 (feet) COMP AF7331 MODELED GRAV- 979,147.3 (mgal) NAVD 88 AF7331 AF7331 VERT ORDER - SECOND CLASS II AF7331 AF7331.The horizontal coordinates were scaled from a topographic map and have AF7331.an estimated accuracy of +/- 6 seconds. AF7331 AF7331.The orthometric height was determined by differential leveling AF7331.and adjusted by the National Geodetic Survey in June 1991. AF7331 AF7331.The geoid height was determined by GEOID03. AF7331 AF7331.The dynamic height is computed by dividing the NAVD 88 AF7331.geopotential number by the normal gravity value computed on the AF7331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7331.degrees latitude (g = 980.6199 gals.). AF7331 AF7331.The modeled gravity was interpolated from observed gravity values. AF7331 AF7331; North East Units Estimated Accuracy AF7331;SPC FL E - 355,720. 252,700. MT (+/- 180 meters Scaled) AF7331 AF7331 SUPERSEDED SURVEY CONTROL AF7331 AF7331 NGVD 29 (09/01/92) 8.043 (m) 26.39 (f) ADJUSTED 2 2 AF7331 AF7331.Superseded values are not recommended for survey control. AF7331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7331.See file dsdata.txt to determine how the superseded data were derived. AF7331 AF7331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL526467(NAD 83) AF7331_MARKER: DD = SURVEY DISK AF7331_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AF7331_SP_SET: CONCRETE CULVERT HEADWALL AF7331_STAMPING: BM I 95 W 14 AF7331_MARK LOGO: FLDT AF7331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7331+STABILITY: SURFACE MOTION AF7331 AF7331 HISTORY - Date Condition Report By AF7331 HISTORY - 1985 MONUMENTED FLDT AF7331 HISTORY - 20050805 GOOD GCYI AF7331 AF7331 STATION DESCRIPTION AF7331 AF7331'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1985 AF7331'17.5 KM (10.85 MI) NW FROM FORT PIERCE. AF7331'FROM THE INTERSTATE ROUTE 95 AND STATE ROAD 68 INTERCHANGE, ABOUT 3.0 AF7331'MILES WEST OF FORT PIERCE, GO NORTHWEST ON INTERSTATE ROUTE 95 FOR AF7331'7.85 MILES TO A CONCRETE CULVERT UNDER THE NORTHBOUND LANES. IT IS AF7331'SET IN THE TOP NORTHEAST CONCRETE HEADWALL, 53.2 FEET NORTHEAST OF AF7331'THE CENTER OF THE NORTHBOUND LANES, 32.8 FEET SOUTHEAST OF THE AF7331'NORTHWEST END OF THE HEADWALL AND 23.6 FEET NORTHWEST OF THE AF7331'SOUTHEAST END OF THE HEADWALL. AF7331 AF7331 STATION RECOVERY (2005) AF7331 AF7331'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AF7331'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AF3191 *********************************************************************** AF3191 DESIGNATION - J 236 AF3191 PID - AF3191 AF3191 STATE/COUNTY- FL/ST LUCIE AF3191 USGS QUAD - ANKONA (1983) AF3191 AF3191 *CURRENT SURVEY CONTROL AF3191 ___________________________________________________________________ AF3191* NAD 83(1986)- 27 17 32. (N) 080 15 13. (W) SCALED AF3191* NAVD 88 - 7.038 (meters) 23.09 (feet) ADJUSTED AF3191 ___________________________________________________________________ AF3191 GEOID HEIGHT- -27.54 (meters) GEOID03 AF3191 DYNAMIC HT - 7.027 (meters) 23.05 (feet) COMP AF3191 MODELED GRAV- 979,130.9 (mgal) NAVD 88 AF3191 AF3191 VERT ORDER - FIRST CLASS I AF3191 AF3191.The horizontal coordinates were scaled from a topographic map and have AF3191.an estimated accuracy of +/- 6 seconds. AF3191 AF3191.The orthometric height was determined by differential leveling AF3191.and adjusted by the National Geodetic Survey in June 1991. AF3191 AF3191.The geoid height was determined by GEOID03. AF3191 AF3191.The dynamic height is computed by dividing the NAVD 88 AF3191.geopotential number by the normal gravity value computed on the AF3191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF3191.degrees latitude (g = 980.6199 gals.). AF3191 AF3191.The modeled gravity was interpolated from observed gravity values. AF3191 AF3191; North East Units Estimated Accuracy AF3191;SPC FL E - 328,000. 273,890. MT (+/- 180 meters Scaled) AF3191 AF3191 SUPERSEDED SURVEY CONTROL AF3191 AF3191 NGVD 29 (??/??/92) 7.489 (m) 24.57 (f) ADJ UNCH 1 1 AF3191 AF3191.Superseded values are not recommended for survey control. AF3191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF3191.See file dsdata.txt to determine how the superseded data were derived. AF3191 AF3191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL738190(NAD 83) AF3191_MARKER: DB = BENCH MARK DISK AF3191_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AF3191_SP_SET: COPPER-CLAD STEEL ROD AF3191_STAMPING: J 236 1965 AF3191_MARK LOGO: CGS AF3191_PROJECTION: FLUSH AF3191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF3191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AF3191+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1991 AF3191_ROD/PIPE-DEPTH: 12.2 meters AF3191 AF3191 HISTORY - Date Condition Report By AF3191 HISTORY - 1965 MONUMENTED CGS AF3191 HISTORY - 1972 GOOD NGS AF3191 HISTORY - 1988 GOOD USPSQD AF3191 HISTORY - 1990 GOOD USPSQD AF3191 HISTORY - 1991 GOOD USPSQD AF3191 HISTORY - 19910130 GOOD NGS AF3191 HISTORY - 20050811 GOOD GCYI AF3191 AF3191 STATION DESCRIPTION AF3191 AF3191'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AF3191'11.3 MI S FROM FT PIERCE. AF3191'ABOUT 11.3 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM AF3191'THE STATION AT FT PIERCE, ABOUT 0.4 MILE SOUTH OF THE CROSSING AF3191'OF WALTON ROAD, IN SECTION 5, R 41 E, T 37 S, AT A SAND ROAD AF3191'CROSSING, 186 FEET SOUTHWEST OF MILEPOST 253, 191 FEET NORTHWEST AF3191'OF THE CENTER OF THE CROSSING OF SAND ROAD AND THE WEST TRACK, AF3191'43.1 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, 21 1/2 FEET AF3191'EAST OF THE CENTER LINE OF A NORTH-SOUTH SAND ROAD, 1 1/2 FEET AF3191'NORTH OF A POWER LINE POLE, 1.9 FEET SOUTH OF A METAL WITNESS AF3191'POST, ABOUT LEVEL WITH THE SAND ROAD, 2 FEET BELOW THE LEVEL AF3191'OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED STEEL AF3191'ROD PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND AF3191'PROTECTED BY A 5 INCH METAL PIPE WHICH PROJECTS 6 INCHES ABOVE AF3191'THE LEVEL OF THE GROUND. THE ROD WAS DRIVEN TO A DEPTH OF 40 AF3191'FEET. MARK MAY ALSO BE REACHED BY GOING 8.4 MILES NORTH ALONG AF3191'THE FLORIDA EAST COAST RAILWAY FROM THE STATION AT STUART. AF3191 AF3191 STATION RECOVERY (1972) AF3191 AF3191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 AF3191'RECOVERED IN GOOD CONDITION. AF3191 AF3191 STATION RECOVERY (1988) AF3191 AF3191'RECOVERY NOTE BY US POWER SQUADRON 1988 (DHF) AF3191'RECOVERED IN GOOD CONDITION. AF3191 AF3191 STATION RECOVERY (1990) AF3191 AF3191'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF) AF3191'RECOVERED IN GOOD CONDITION. AF3191 AF3191 STATION RECOVERY (1991) AF3191 AF3191'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF) AF3191'RECOVERED IN GOOD CONDITION. AF3191 AF3191 STATION RECOVERY (1991) AF3191 AF3191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AF3191'5.3 KM (3.3 MI) NORTHWESTERLY ALONG COUNTY ROAD 707 (NORTHEAST INDIAN AF3191'RIVER DRIVE) FROM THE JUNCTION OF STATE HIGHWAY 732 (SOUTHEAST AF3191'CAUSEWAY ROAD) IN JENSEN BEACH, THENCE 0.3 KM (0.2 MI) WESTERLY ALONG AF3191'RIVERVIEW DRIVE, 55.5 M (182.1 FT) NORTHWEST OF THE CENTER OF THE AF3191'DRIVE, 17.2 M (56.4 FT) SOUTHWEST OF THE NEAR RAIL, 6.9 M (22.6 FT) AF3191'NORTHEAST OF THE CENTER OF CONANT ROAD, AND 0.6 M (2.0 FT) SOUTHEAST AF3191'OF A WITNESS POST. NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AF3191'THAT IS FLUSH WITH THE GROUND SURFACE. AF3191 AF3191 STATION RECOVERY (2005) AF3191 AF3191'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AF3191'CONANT ROAD IS NOW GUMBO LIMBO LANE. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AJ3238 *********************************************************************** AJ3238 DESIGNATION - K 483 AJ3238 PID - AJ3238 AJ3238 STATE/COUNTY- FL/ST LUCIE AJ3238 USGS QUAD - FORT PIERCE (1983) AJ3238 AJ3238 *CURRENT SURVEY CONTROL AJ3238 ___________________________________________________________________ AJ3238* NAD 83(1986)- 27 28 06. (N) 080 20 14. (W) SCALED AJ3238* NAVD 88 - 4.705 (meters) 15.44 (feet) ADJUSTED AJ3238 ___________________________________________________________________ AJ3238 GEOID HEIGHT- -27.52 (meters) GEOID03 AJ3238 DYNAMIC HT - 4.698 (meters) 15.41 (feet) COMP AJ3238 MODELED GRAV- 979,149.0 (mgal) NAVD 88 AJ3238 AJ3238 VERT ORDER - SECOND CLASS I AJ3238 AJ3238.The horizontal coordinates were scaled from a topographic map and have AJ3238.an estimated accuracy of +/- 6 seconds. AJ3238 AJ3238.The orthometric height was determined by differential leveling AJ3238.and adjusted by the National Geodetic Survey in October 2001. AJ3238 AJ3238.The geoid height was determined by GEOID03. AJ3238 AJ3238.The dynamic height is computed by dividing the NAVD 88 AJ3238.geopotential number by the normal gravity value computed on the AJ3238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ3238.degrees latitude (g = 980.6199 gals.). AJ3238 AJ3238.The modeled gravity was interpolated from observed gravity values. AJ3238 AJ3238; North East Units Estimated Accuracy AJ3238;SPC FL E - 347,470. 265,510. MT (+/- 180 meters Scaled) AJ3238 AJ3238 SUPERSEDED SURVEY CONTROL AJ3238 AJ3238.No superseded survey control is available for this station. AJ3238 AJ3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL654384(NAD 83) AJ3238_MARKER: DD = SURVEY DISK AJ3238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ3238_STAMPING: K 483 1999 AJ3238_MARK LOGO: FLDEP AJ3238_MAGNETIC: N = NO MAGNETIC MATERIAL AJ3238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ3238+STABILITY: SURFACE MOTION AJ3238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ3238+SATELLITE: SATELLITE OBSERVATIONS - 1999 AJ3238 AJ3238 HISTORY - Date Condition Report By AJ3238 HISTORY - 1999 MONUMENTED FLDEP AJ3238 HISTORY - 20050805 GOOD GCYI AJ3238 AJ3238 STATION DESCRIPTION AJ3238 AJ3238'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM) AJ3238'THE MARK IS ABOUT 38.5 MI (62.0 KM) NORTHEAST OF OKEECHOBEE, 12.0 MI AJ3238'(19.3 KM) SOUTH OF VERO BEACH, 1.7 MI (2.7 KM) NORTH OF FT PIERCE, IN AJ3238'SECTION 4, TOWNSHIP 35 SOUTH, RANGE 40 EAST, TO REACH THE MARK FROM AJ3238'THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A SOUTH (SEAWAY DRIVE) AJ3238'IN FORT PIERCE, GO NORTH OF U.S. HIGHWAY 1 FOR 0.5 MI (0.8 KM) TO THE AJ3238'JUNCTION OF AVENUE O ON THE LEFT, TURN LEFT ON AVENUE O AND GO WEST AJ3238'FOR 0.45 MI (0.72 KM) TO THE INTERSECTION OF 13TH STREET, TURN RIGHT AJ3238'ON 13TH STREET AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE MARK ON THE AJ3238'LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE AJ3238'GROUND AND LEVEL WITH THE BERM ROAD. LOCATED 291.5 FT (88.8 M) AJ3238'SOUTHEAST OF THE EAST END OF THE GUARDRAIL AT STRUCTURE 50, 52.5 FT AJ3238'(16.0 M) SOUTH OF THE SOUUTH EDGE OF CANAL 25, 40.2 FT (12.3 M) WEST AJ3238'OF THE APPROXITELY CENTERLINE OF THE EXTENDED CENTERLINE OF 13TH AJ3238'STREET, 11.2 FT (3.4 M) WEST OF THE NORTHEAST CORNER OF THE FENCE, 8.6 AJ3238'FT (2.6 M) EAST OF A POWERPOLE WITH 4 GUY WIRES AND 1.4 FT (0.4 M) AJ3238'NORTH OF A CHAINLINK FENCE. AJ3238 AJ3238 STATION RECOVERY (2005) AJ3238 AJ3238'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AJ3238'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AA7671 *********************************************************************** AA7671 DESIGNATION - LAG AA7671 PID - AA7671 AA7671 STATE/COUNTY- FL/ST LUCIE AA7671 USGS QUAD - SAINT JOHNS MARSH SOUTH (1970) AA7671 AA7671 *CURRENT SURVEY CONTROL AA7671 ___________________________________________________________________ AA7671* NAD 83(1999)- 27 26 53.48702(N) 080 34 54.23401(W) ADJUSTED AA7671* NAVD 88 - 8.124 (meters) 26.65 (feet) ADJUSTED AA7671 ___________________________________________________________________ AA7671 X - 926,884.460 (meters) COMP AA7671 Y - -5,587,797.683 (meters) COMP AA7671 Z - 2,922,367.990 (meters) COMP AA7671 LAPLACE CORR- -1.50 (seconds) DEFLEC99 AA7671 ELLIP HEIGHT- -18.98 (meters) (06/19/01) GPS OBS AA7671 GEOID HEIGHT- -27.14 (meters) GEOID03 AA7671 DYNAMIC HT - 8.111 (meters) 26.61 (feet) COMP AA7671 MODELED GRAV- 979,135.7 (mgal) NAVD 88 AA7671 AA7671 HORZ ORDER - FIRST AA7671 VERT ORDER - SECOND CLASS I AA7671 ELLP ORDER - FOURTH CLASS I AA7671 AA7671.The horizontal coordinates were established by GPS observations AA7671.and adjusted by the National Geodetic Survey in June 2001. AA7671 AA7671.The orthometric height was determined by differential leveling AA7671.and adjusted by the National Geodetic Survey in October 2001. AA7671 AA7671.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA7671 AA7671.The Laplace correction was computed from DEFLEC99 derived deflections. AA7671 AA7671.The ellipsoidal height was determined by GPS observations AA7671.and is referenced to NAD 83. AA7671 AA7671.The geoid height was determined by GEOID03. AA7671 AA7671.The dynamic height is computed by dividing the NAVD 88 AA7671.geopotential number by the normal gravity value computed on the AA7671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AA7671.degrees latitude (g = 980.6199 gals.). AA7671 AA7671.The modeled gravity was interpolated from observed gravity values. AA7671 AA7671; North East Units Scale Factor Converg. AA7671;SPC FL E - 345,133.406 241,347.104 MT 0.99996227 +0 11 34.1 AA7671;UTM 17 - 3,036,147.629 541,332.996 MT 0.99962109 +0 11 34.1 AA7671 AA7671! - Elev Factor x Scale Factor = Combined Factor AA7671!SPC FL E - 1.00000298 x 0.99996227 = 0.99996525 AA7671!UTM 17 - 1.00000298 x 0.99962109 = 0.99962407 AA7671 AA7671 SUPERSEDED SURVEY CONTROL AA7671 AA7671 NAD 83(1990)- 27 26 53.48606(N) 080 34 54.23380(W) AD( ) 1 AA7671 ELLIP H (06/21/95) -18.95 (m) GP( ) 3 2 AA7671 AA7671.Superseded values are not recommended for survey control. AA7671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA7671.See file dsdata.txt to determine how the superseded data were derived. AA7671 AA7671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4133336148(NAD 83) AA7671_MARKER: DD = SURVEY DISK AA7671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA7671_STAMPING: LAG AA7671_MARK LOGO: FL-111 AA7671_MAGNETIC: N = NO MAGNETIC MATERIAL AA7671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA7671+STABILITY: SURFACE MOTION AA7671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA7671+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1999 AA7671 AA7671 HISTORY - Date Condition Report By AA7671 HISTORY - 1993 MONUMENTED LAWNOA AA7671 HISTORY - 19990914 GOOD FLDEP AA7671 HISTORY - 20050816 GOOD GCYI AA7671 AA7671 STATION DESCRIPTION AA7671 AA7671'DESCRIBED BY LAWSON NOBLE AND ASSOCIATES 1993 (GB) AA7671'TO REACH POINT, START AT THE INTERSECTION OF ORANGE AVENUE EXTENSION AA7671'(STATE ROAD 68) AND THE CENTERLINE OF MINUTE MAID ROAD. RUN WEST ON AA7671'ORANGE AVENUE EXTENSION APPROXIMATELY 1.2 MI (1.93 KM) TO THE CONTROL AA7671'MONUMENT. MONUMENT CAN BE FOUND 8 FT (2.44 M) NORTH OF THE NORTH EDGE AA7671'OF PAVEMENT OF ORANGE AVENUE, ALSO BEING 3.6 FT (1.10 M) SOUTH OF THE AA7671'GUARD RAIL RUNNING EAST AND WEST. THE POINT ALSO LIES BENEATH A POWER AA7671'LINE RUNNING NORTH AND SOUTH, HAVING A WOOD POWER POLE 70.5 FT (21.49 AA7671'M) DIRECTLY TO THE SOUTH OF CONTROL STATION AND HAVING A METAL WITNESS AA7671'POST 5.2 FT (1.58 M) NORTH. AA7671' AA7671'SET P.K. NAIL AND DISK LB3432 ON THE NORTH EDGE OF ORANGE AVENUE AA7671'EXTENSION WITH A MAGNETIC AZIMUTH OF 120 DEGREES AT A DISTANCE OF AA7671'21.82 FT (6.65 M) . ALSO SET P.K. NAIL AND DISK LB3432 ON THE NORTH AA7671'EDGE OF PAVEMENT OF ORANGE AVENUE EXTENSION WITH A MAGNETIC AZIMUTH OF AA7671'254 DEGREES, 24 MINUTES, 40 SECONDS, A DISTANCE OF 25.28 FT (7.71 M) . AA7671'ALSO SET P.K. NAIL AND DISK LB3432 ON THE NORTH EDGE OF PAVEMENT OF AA7671'ORANGE AVENUE EXTENSION WITH A MAGNETIC AZIMUTH OF 182 DEGREES, 25 AA7671'MINUTES AT A DISTANCE OF 9.10 FT (2.77 M) . AA7671 AA7671 STATION RECOVERY (1999) AA7671 AA7671'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM) AA7671'THE STATION IS ABOUT 18.9 MI (30.4 KM) NORTHEAST OF OKEECHOBEE, 16.4 AA7671'MI (26.4 KM) WEST OF FT PIERCE, ON COUNTY ROAD 68 (ORANGE AVENUE), IN AA7671'SECTION 12, TOWNSHIP 35 SOUTH, RANGE 37 EAST. TO REACH THE STATION AA7671'FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A SOUTH (SEAWAY AA7671'DRIVE) IN FORT PIERCE, GO SOUTH ON U.S. HIGHWAY 1 FOR 0.6 MI (1.0 KM) AA7671'TO THE JUNCTION OF COUNTY ROAD 68 WEST (ORANGE AVENUE), TURN RIGHT ON AA7671'COUNTY ROAD 68 (ORANGE AVENUE) AND GO WEST FOR 12.7 MI (20.4 KM) TO AA7671'THE JUNCTION OF SNEED ROAD (COUNTY ROAD 613) ON THE LEFT, CONTINUE AA7671'WEST ON COUNTY ROAD 68 (ORANGE AVENUE) FOR 3.15 MI (5.07 KM) TO THE AA7671'MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.3 AA7671'FT (9.1 CM) BELOW THE LEVEL OF THE GROUND AND 0.6 FT (18.3 CM) BELOW AA7671'THE LEVEL OF COUNTY ROAD 68. LOCATED 112.0 FT (34.1 M) NORTH OF AND AA7671'ACROSS COUNTY ROAD 68 FROM A POWER POLE, 70.5 FT (21.5 M) NORTH OF AND AA7671'ACROSS COUNTY ROAD 68 FROM A POWER POLE, 19.0 FT (5.8 M) NORTH OF THE AA7671'CENTERLINE OF COUNTY ROAD 68, 3.7 FT (1.1 M) SOUTH OF A CARSONITE AA7671'WITNESS POST, 3.5 FT (1.1 M) SOUTH OF A METAL GUARDRAIL AND 2.0 FT AA7671'(0.6 M) SOUTH OF A METAL WITNESS POST. AA7671 AA7671 STATION RECOVERY (2005) AA7671 AA7671'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AA7671'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AF6646 *********************************************************************** AF6646 DESIGNATION - M 350 AF6646 PID - AF6646 AF6646 STATE/COUNTY- FL/ST LUCIE AF6646 USGS QUAD - FORT PIERCE (1983) AF6646 AF6646 *CURRENT SURVEY CONTROL AF6646 ___________________________________________________________________ AF6646* NAD 83(1986)- 27 26 49. (N) 080 19 51. (W) SCALED AF6646* NAVD 88 - 5.336 (meters) 17.51 (feet) ADJUSTED AF6646 ___________________________________________________________________ AF6646 GEOID HEIGHT- -27.51 (meters) GEOID03 AF6646 DYNAMIC HT - 5.328 (meters) 17.48 (feet) COMP AF6646 MODELED GRAV- 979,146.8 (mgal) NAVD 88 AF6646 OBS GRAVITY - 979,146.4 (mgal) GRAV_OBS AF6646 AF6646 VERT ORDER - FIRST CLASS II AF6646 AF6646.The horizontal coordinates were scaled from a topographic map and have AF6646.an estimated accuracy of +/- 6 seconds. AF6646 AF6646.The orthometric height was determined by differential leveling AF6646.and adjusted by the National Geodetic Survey in November 2001. AF6646.WARNING-Repeat measurements at this control monument indicate possible AF6646.vertical movement. AF6646 AF6646.The geoid height was determined by GEOID03. AF6646 AF6646.The dynamic height is computed by dividing the NAVD 88 AF6646.geopotential number by the normal gravity value computed on the AF6646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6646.degrees latitude (g = 980.6199 gals.). AF6646 AF6646.The modeled gravity was interpolated from observed gravity values. AF6646.The observed gravity was obtained from relative gravimeter ties AF6646.to the IGSN71 gravity network. AF6646 AF6646; North East Units Estimated Accuracy AF6646;SPC FL E - 345,100. 266,150. MT (+/- 180 meters Scaled) AF6646 AF6646 SUPERSEDED SURVEY CONTROL AF6646 AF6646 NAVD 88 (05/20/94) 5.340 (m) 17.52 (f) UNKNOWN 1 2 AF6646 NAVD 88 (06/15/91) 5.342 (m) 17.53 (f) UNKNOWN 1 2 AF6646 NGVD 29 (09/01/92) 5.801 (m) 19.03 (f) ADJUSTED 1 2 AF6646 AF6646.Superseded values are not recommended for survey control. AF6646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6646.See file dsdata.txt to determine how the superseded data were derived. AF6646 AF6646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL661361(NAD 83) AF6646_MARKER: DV = VERTICAL CONTROL DISK AF6646_SETTING: 36 = SET IN A MASSIVE STRUCTURE AF6646_SP_SET: BUILDING AF6646_STAMPING: M 350 1978 AF6646_MARK LOGO: NGS AF6646_MAGNETIC: N = NO MAGNETIC MATERIAL AF6646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF6646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AF6646+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2001 AF6646 AF6646 HISTORY - Date Condition Report By AF6646 HISTORY - 1978 MONUMENTED NGS AF6646 HISTORY - 19910201 GOOD NGS AF6646 HISTORY - 20010602 GOOD EMCINC AF6646 HISTORY - 20050816 GOOD GCYI AF6646 AF6646 STATION DESCRIPTION AF6646 AF6646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AF6646'IN FORT PIERCE. AF6646'THE MARK IS 4 FT ABOVE STREET. AF6646'IN FORT PIERCE, AT THE INTERSECTION OF ORANGE AVENUE, STATE HIGHWAY AF6646'68, WITH SOUTH EIGHTH STREET, SET IN THE TOP OF THE FOUNDATION AT AF6646'THE MAIN ENTRANCE TO THE FIRST PRESBYTERIAN CHURCH, 64 FEET EAST AF6646'OF THE CENTERLINE OF EIGHTH STREET, 42 FEET SOUTH OF THE SOUTH CURB AF6646'RETURN OF ORANGE AVENUE, 12 FEET WEST OF THE CENTER RAILING OF THE AF6646'ENTRANCE STEPS AND 6 FEET EAST OF THE NORTHWEST CORNER OF THE AF6646'PROJECTING ENTRANCEWAY OF THE CHURCH. THIS BENCH MARK HAS BEEN AF6646'DESIGNATED A BASIC NET A LEVEL LINE JUNCTION MARK. AF6646 AF6646 STATION RECOVERY (1991) AF6646 AF6646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AF6646'IN FORT PIERCE, AT THE INTERSECTION OF ORANGE AVENUE (STATE HIGHWAY AF6646'68) AND SOUTH 8TH STREET, IN THE FOUNDATION AT THE NORTH ENTRANCE OF AF6646'THE UNITED METHODIST HAITIAN MISSION, 19.6 M (64.3 FT) SOUTH OF THE AF6646'AVENUE CENTERLINE, 19.4 M (63.6 FT) EAST OF THE STREET CENTERLINE, AF6646'3.5 M (11.5 FT) WEST OF THE CENTER OF THE ENTRANCE TO THE BUILDING, AF6646'1.9 M (6.2 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING, AND 1.2 AF6646'M (3.9 FT) ABOVE THE GROUND SURFACE. AF6646 AF6646 STATION RECOVERY (2001) AF6646 AF6646'RECOVERY NOTE BY EMC INCORPORATED 2001 (WJB) AF6646'RECOVERED IN S-10, T-35 SOUTH, R-40-E AF6646' AF6646 AF6646 STATION RECOVERY (2005) AF6646 AF6646'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AF6646'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AF6645 *********************************************************************** AF6645 DESIGNATION - N 350 AF6645 PID - AF6645 AF6645 STATE/COUNTY- FL/ST LUCIE AF6645 USGS QUAD - FORT PIERCE (1983) AF6645 AF6645 *CURRENT SURVEY CONTROL AF6645 ___________________________________________________________________ AF6645* NAD 83(1999)- 27 26 42.45900(N) 080 19 37.44978(W) ADJUSTED AF6645* NAVD 88 - 4.132 (meters) 13.56 (feet) ADJUSTED AF6645 ___________________________________________________________________ AF6645 X - 951,736.917 (meters) COMP AF6645 Y - -5,583,773.187 (meters) COMP AF6645 Z - 2,922,064.730 (meters) COMP AF6645 LAPLACE CORR- -2.15 (seconds) DEFLEC99 AF6645 ELLIP HEIGHT- -23.36 (meters) (12/12/02) GPS OBS AF6645 GEOID HEIGHT- -27.52 (meters) GEOID03 AF6645 DYNAMIC HT - 4.126 (meters) 13.54 (feet) COMP AF6645 MODELED GRAV- 979,146.7 (mgal) NAVD 88 AF6645 OBS GRAVITY - 979,146.7 (mgal) GRAV_OBS AF6645 AF6645 HORZ ORDER - FIRST AF6645 VERT ORDER - FIRST CLASS II AF6645 ELLP ORDER - SECOND CLASS II AF6645 AF6645.The horizontal coordinates were established by GPS observations AF6645.and adjusted by the National Geodetic Survey in December 2002. AF6645 AF6645.The orthometric height was determined by differential leveling AF6645.and adjusted by the National Geodetic Survey in June 1991. AF6645.WARNING-Repeat measurements at this control monument indicate possible AF6645.vertical movement. AF6645 AF6645.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF6645 AF6645.The Laplace correction was computed from DEFLEC99 derived deflections. AF6645 AF6645.The ellipsoidal height was determined by GPS observations AF6645.and is referenced to NAD 83. AF6645 AF6645.The geoid height was determined by GEOID03. AF6645 AF6645.The dynamic height is computed by dividing the NAVD 88 AF6645.geopotential number by the normal gravity value computed on the AF6645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6645.degrees latitude (g = 980.6199 gals.). AF6645 AF6645.The modeled gravity was interpolated from observed gravity values. AF6645.The observed gravity was obtained from relative gravimeter ties AF6645.to the IGSN71 gravity network. AF6645 AF6645; North East Units Scale Factor Converg. AF6645;SPC FL E - 344,904.467 266,523.631 MT 0.99999578 +0 18 36.6 AF6645;UTM 17 - 3,035,918.768 566,500.933 MT 0.99965459 +0 18 36.6 AF6645 AF6645! - Elev Factor x Scale Factor = Combined Factor AF6645!SPC FL E - 1.00000367 x 0.99999578 = 0.99999945 AF6645!UTM 17 - 1.00000367 x 0.99965459 = 0.99965826 AF6645 AF6645 SUPERSEDED SURVEY CONTROL AF6645 AF6645 NAVD 88 (12/12/02) 4.13 (m) 13.5 (f) LEVELING 3 AF6645 NGVD 29 (09/01/92) 4.592 (m) 15.07 (f) ADJUSTED 1 2 AF6645 AF6645.Superseded values are not recommended for survey control. AF6645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6645.See file dsdata.txt to determine how the superseded data were derived. AF6645 AF6645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6650135919(NAD 83) AF6645_MARKER: F = FLANGE-ENCASED ROD AF6645_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF6645_SP_SET: STAINLESS STEEL ROD AF6645_STAMPING: N 350 1978 AF6645_MARK LOGO: NGS AF6645_PROJECTION: FLUSH AF6645_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AF6645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF6645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF6645+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2002 AF6645_ROD/PIPE-DEPTH: 15.2 meters AF6645 AF6645 HISTORY - Date Condition Report By AF6645 HISTORY - 1978 MONUMENTED NGS AF6645 HISTORY - 1990 MARK NOT FOUND USPSQD AF6645 HISTORY - 19910201 GOOD NGS AF6645 HISTORY - 20010602 GOOD EMCINC AF6645 HISTORY - 20020415 GOOD MAPTEC AF6645 HISTORY - 20050816 GOOD GCYI AF6645 AF6645 STATION DESCRIPTION AF6645 AF6645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AF6645'IN FORT PIERCE. AF6645'IN FORT PIERCE, AT THE INTERSECTION OF BOSTON AVENUE AND SOUTH AF6645'FIFTH STREET, IN THE LAWN OF THE FORT PIERCE CITY HALL, 45 FEET AF6645'NORTH OF THE CENTERLINE OF BOSTON AVENUE, 23 FEET EAST OF THE AF6645'SOUTHEAST CORNER OF THE CITY HALL, 7.5 FEET WEST OF THE WEST EDGE OF AF6645'THE SIDEWALK ALONG FIFTH STREET AND 1 FOOT EAST OF THE EAST CORNER AF6645'OF THE BASE OF THE SOUTHERNMOST OF TWO ANTIQUE CANNON. THIS BENCH AF6645'MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE JUNCTION MARK. AF6645 AF6645 STATION RECOVERY (1990) AF6645 AF6645'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF) AF6645'MARK NOT FOUND. AF6645 AF6645 STATION RECOVERY (1991) AF6645 AF6645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AF6645'IN FORT PIERCE, AT 500 BOSTON AVENUE, 13.5 M (44.3 FT) NORTH OF THE AF6645'AVENUE CENTERLINE, 11.3 M (37.1 FT) WEST OF THE CENTERLINE OF SOUTH AF6645'5TH STREET, 7.1 M (23.3 FT) EAST OF THE SOUTHEAST CORNER OF THE FORT AF6645'PIERCE CITY HALL AT 500 BOSTON AVENUE, AND 2.3 M (7.5 FT) WEST OF THE AF6645'WEST EDGE OF A SIDEWALK. NOTE--ACCESS TO THE DATUM POINT IS THROUGH AF6645'A 5-INCH LOGO CAP. AF6645 AF6645 STATION RECOVERY (2001) AF6645 AF6645'RECOVERY NOTE BY EMC INCORPORATED 2001 (WJB) AF6645'RECOVERED IN GOOD CONDITION. NOTE--DESCRIBED IN S-10, T-35 SOUTH, AF6645'R-40-E. AF6645' AF6645' AF6645' AF6645' AF6645 AF6645 STATION RECOVERY (2002) AF6645 AF6645'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP) AF6645'RECOVERED AS DESCRIBED AF6645' AF6645 AF6645 STATION RECOVERY (2005) AF6645 AF6645'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AF6645'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AJ3276 *********************************************************************** AJ3276 DESIGNATION - OR 1 10 AJ3276 PID - AJ3276 AJ3276 STATE/COUNTY- FL/ST LUCIE AJ3276 USGS QUAD - FORT PIERCE NW (1983) AJ3276 AJ3276 *CURRENT SURVEY CONTROL AJ3276 ___________________________________________________________________ AJ3276* NAD 83(1986)- 27 26 51. (N) 080 29 20. (W) SCALED AJ3276* NAVD 88 - 6.797 (meters) 22.30 (feet) ADJUSTED AJ3276 ___________________________________________________________________ AJ3276 GEOID HEIGHT- -27.25 (meters) GEOID03 AJ3276 DYNAMIC HT - 6.786 (meters) 22.26 (feet) COMP AJ3276 MODELED GRAV- 979,141.0 (mgal) NAVD 88 AJ3276 AJ3276 VERT ORDER - SECOND CLASS I AJ3276 AJ3276.The horizontal coordinates were scaled from a topographic map and have AJ3276.an estimated accuracy of +/- 6 seconds. AJ3276 AJ3276.The orthometric height was determined by differential leveling AJ3276.and adjusted by the National Geodetic Survey in October 2001. AJ3276 AJ3276.The geoid height was determined by GEOID03. AJ3276 AJ3276.The dynamic height is computed by dividing the NAVD 88 AJ3276.geopotential number by the normal gravity value computed on the AJ3276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ3276.degrees latitude (g = 980.6199 gals.). AJ3276 AJ3276.The modeled gravity was interpolated from observed gravity values. AJ3276 AJ3276; North East Units Estimated Accuracy AJ3276;SPC FL E - 345,090. 250,530. MT (+/- 180 meters Scaled) AJ3276 AJ3276 SUPERSEDED SURVEY CONTROL AJ3276 AJ3276.No superseded survey control is available for this station. AJ3276 AJ3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL505361(NAD 83) AJ3276_MARKER: DD = SURVEY DISK AJ3276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ3276_STAMPING: OR1 10 1998 AJ3276_MARK LOGO: FL-111 AJ3276_MAGNETIC: N = NO MAGNETIC MATERIAL AJ3276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ3276+STABILITY: SURFACE MOTION AJ3276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ3276+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1999 AJ3276 AJ3276 HISTORY - Date Condition Report By AJ3276 HISTORY - 1998 MONUMENTED FL-111 AJ3276 HISTORY - 19991030 GOOD FLDEP AJ3276 HISTORY - 20050812 GOOD GCYI AJ3276 AJ3276 STATION DESCRIPTION AJ3276 AJ3276'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM) AJ3276'THE MARK IS ABOUT 27.0 MI (43.5 KM) NORTHEAST OF OKEECHOBEE, 10.0 MI AJ3276'(16.1 KM) NORTHWEST OF FT PIERCE, ON ORANGE AVENUE (COUNTY ROAD 68) IN AJ3276'SECTION 12, TOWNSHIP 35 SOUTH, RANGE 38 EAST. TO REACH THE MARK FROM AJ3276'THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A (SEAWAY DRIVE) IN AJ3276'FORT PIERCE, GO SOUTH ON U.S. HIGHWAY 1 FOR 0.6 MI (1.0 KM) TO THE AJ3276'JUNCTION OF COUNTY ROAD 68 WEST (ORANGE AVENUE), TURN RIGHT ON COUNTY AJ3276'ROAD 68 (ORANGE AVENUE) AND GO WEST FOR 10.1 MI (16.3 KM) TO THE EAST AJ3276'END OF A BRIDGE AND THE MARK ON THE RIGHT, A 2-INCH BRASS ST. LUCLIE AJ3276'COUNTY VERTICAL CONTROL DISC, SET IN THE TOP OF A ROUND CONCRETE AJ3276'MONUMENT RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE GROUND AND AJ3276'LEVEL WITH COUNTY ROAD 68. LOCATED 52.0 FT (15.8 M) NORTH OF THE AJ3276'CENTERLINE OF COUNTY ROAD 68, 38.4 FT (11.7 M) NORTHEAST OF THE AJ3276'NORTHEAST CORNER OF BRIDGE NUMBER 940034 (A 1947 BRIDGE), 32.0 FT (9.8 AJ3276'M) SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING NUMBER 16050, 22.0 FT AJ3276'(6.7 M) EAST OF THE EAST TOP BERM DITCH, 8.8 FT (2.7 M) NORTH OF THE AJ3276'NORTHEAST CORNER OF A DRAINAGE AND 5.0 FT (1.5 M) SOUTHWEST OF POWER AJ3276'POLE NUMBER 65376144207. AJ3276 AJ3276 STATION RECOVERY (2005) AJ3276 AJ3276'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AJ3276'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AJ3270 *********************************************************************** AJ3270 DESIGNATION - OR 1 21 AJ3270 PID - AJ3270 AJ3270 STATE/COUNTY- FL/ST LUCIE AJ3270 USGS QUAD - FORT PIERCE NW (1983) AJ3270 AJ3270 *CURRENT SURVEY CONTROL AJ3270 ___________________________________________________________________ AJ3270* NAD 83(1986)- 27 26 50. (N) 080 28 51. (W) SCALED AJ3270* NAVD 88 - 6.796 (meters) 22.30 (feet) ADJUSTED AJ3270 ___________________________________________________________________ AJ3270 GEOID HEIGHT- -27.27 (meters) GEOID03 AJ3270 DYNAMIC HT - 6.786 (meters) 22.26 (feet) COMP AJ3270 MODELED GRAV- 979,141.5 (mgal) NAVD 88 AJ3270 AJ3270 VERT ORDER - SECOND CLASS I AJ3270 AJ3270.The horizontal coordinates were scaled from a topographic map and have AJ3270.an estimated accuracy of +/- 6 seconds. AJ3270 AJ3270.The orthometric height was determined by differential leveling AJ3270.and adjusted by the National Geodetic Survey in October 2001. AJ3270 AJ3270.The geoid height was determined by GEOID03. AJ3270 AJ3270.The dynamic height is computed by dividing the NAVD 88 AJ3270.geopotential number by the normal gravity value computed on the AJ3270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ3270.degrees latitude (g = 980.6199 gals.). AJ3270 AJ3270.The modeled gravity was interpolated from observed gravity values. AJ3270 AJ3270; North East Units Estimated Accuracy AJ3270;SPC FL E - 345,060. 251,320. MT (+/- 180 meters Scaled) AJ3270 AJ3270 SUPERSEDED SURVEY CONTROL AJ3270 AJ3270.No superseded survey control is available for this station. AJ3270 AJ3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL513360(NAD 83) AJ3270_MARKER: DD = SURVEY DISK AJ3270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ3270_STAMPING: OR1 21 1998 AJ3270_MARK LOGO: FL-111 AJ3270_MAGNETIC: N = NO MAGNETIC MATERIAL AJ3270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ3270+STABILITY: SURFACE MOTION AJ3270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ3270+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1999 AJ3270 AJ3270 HISTORY - Date Condition Report By AJ3270 HISTORY - 1998 MONUMENTED FL-111 AJ3270 HISTORY - 19991030 GOOD FLDEP AJ3270 HISTORY - 20050812 GOOD GCYI AJ3270 AJ3270 STATION DESCRIPTION AJ3270 AJ3270'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM) AJ3270'THE MARK IS ABOUT 27.0 MI (43.5 KM) NORTHEAST OF OKEECHOBEE, 10.0 MI AJ3270'(16.1 KM) NORTHWEST OF FT PIERCE, ON ORANGE AVENUE (COUNTY ROAD 68) IN AJ3270'SECTION 12, TOWNSHIP 35 SOUTH, RANGE 38 EAST. TO REACH THE MARK FROM AJ3270'THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A (SEAWAY DRIVE) IN AJ3270'FORT PIERCE, GO SOUTH ON U.S. HIGHWAY 1 FOR 0.6 MI (1.0 KM) TO THE AJ3270'JUNCTION OF COUNTY ROAD 68 WEST (ORANGE AVENUE), TURN RIGHT ON COUNTY AJ3270'ROAD 68 (ORANGE AVENUE) AND GO WEST FOR 9.6 MI (15.4 KM) TO THE AJ3270'JUNCTION OF GODFREY ROAD ON THE LEFT AND THE MARK ON THE LEFT, A AJ3270'2-INCH BRASS ST. LUCIE COUNTY VERTICAL CONTROL DISC, SET IN THE TOP AJ3270'OF A ROUND CONCRETE MONUMENT RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL AJ3270'OF THE GROUND AND LEVEL WITH COUNTY ROAD 68. LOCATED 112.0 FT (34.1 M) AJ3270'SOUTHEAST OF AND ACROSS ORANGE AVENUE (COUNTY ROAD 68) FROM SURVEY AJ3270'MARK Q 483 1999, 42.7 FT (13.0 M) SOUTH OF THE CENTERLINE OF ORANGE AJ3270'AVENUE, 22.4 FT (6.8 M) EAST OF THE APPROXIMATE CENTERLINE OF GODFREY AJ3270'ROAD (SOUTH) AND 4.2 FT (1.3 M) NORTHWEST OF A POWER POLE. AJ3270 AJ3270 STATION RECOVERY (2005) AJ3270 AJ3270'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AJ3270'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AF3303 *********************************************************************** AF3303 DESIGNATION - P 200 AF3303 PID - AF3303 AF3303 STATE/COUNTY- FL/ST LUCIE AF3303 USGS QUAD - INDRIO (1983) AF3303 AF3303 *CURRENT SURVEY CONTROL AF3303 ___________________________________________________________________ AF3303* NAD 83(1986)- 27 32 34. (N) 080 21 44. (W) SCALED AF3303* NAVD 88 - 3.825 (meters) 12.55 (feet) ADJUSTED AF3303 ___________________________________________________________________ AF3303 GEOID HEIGHT- -27.57 (meters) GEOID03 AF3303 DYNAMIC HT - 3.819 (meters) 12.53 (feet) COMP AF3303 MODELED GRAV- 979,152.1 (mgal) NAVD 88 AF3303 AF3303 VERT ORDER - FIRST CLASS I AF3303 AF3303.The horizontal coordinates were scaled from a topographic map and have AF3303.an estimated accuracy of +/- 6 seconds. AF3303 AF3303.The orthometric height was determined by differential leveling AF3303.and adjusted by the National Geodetic Survey in June 1991. AF3303.WARNING-Repeat measurements at this control monument indicate possible AF3303.vertical movement. AF3303 AF3303.The geoid height was determined by GEOID03. AF3303 AF3303.The dynamic height is computed by dividing the NAVD 88 AF3303.geopotential number by the normal gravity value computed on the AF3303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF3303.degrees latitude (g = 980.6199 gals.). AF3303 AF3303.The modeled gravity was interpolated from observed gravity values. AF3303 AF3303; North East Units Estimated Accuracy AF3303;SPC FL E - 355,710. 262,990. MT (+/- 180 meters Scaled) AF3303 AF3303 SUPERSEDED SURVEY CONTROL AF3303 AF3303 NGVD 29 (09/01/92) 4.278 (m) 14.04 (f) ADJUSTED 1 1 AF3303 AF3303.Superseded values are not recommended for survey control. AF3303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF3303.See file dsdata.txt to determine how the superseded data were derived. AF3303 AF3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL629467(NAD 83) AF3303_MARKER: DB = BENCH MARK DISK AF3303_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN AF3303+WITH SETTING: PAVEMENT AF3303_SP_SET: FOUNDATION AF3303_STAMPING: P 200 1960 AF3303_MARK LOGO: CGS AF3303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF3303+STABILITY: SURFACE MOTION AF3303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AF3303+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1991 AF3303 AF3303 HISTORY - Date Condition Report By AF3303 HISTORY - 1960 MONUMENTED CGS AF3303 HISTORY - 1965 GOOD NGS AF3303 HISTORY - 1971 GOOD NGS AF3303 HISTORY - 1989 GOOD USPSQD AF3303 HISTORY - 19910205 GOOD NGS AF3303 HISTORY - 20050812 GOOD GCYI AF3303 AF3303 STATION DESCRIPTION AF3303 AF3303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AF3303'6.6 MI S FROM VERO BEACH. AF3303'6.6 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM THE AF3303'STATION AT VERO BEACH, ABOUT 0.5 MILE SOUTH OF MILEPOST 234, AF3303'IN SECTION 5, R 40 E, T 34 S, 31 FEET EAST OF THE CENTER LINE AF3303'OF OLD DIXIE HIGHWAY, 69 FEET WEST OF THE WEST RAIL OF WEST AF3303'TRACK, 44 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE AF3303'JUNCTION OF OLD DIXIE HIGHWAY AND A SAND ROAD LEADING EAST, AF3303'100 FEET NORTHWEST OF BENCH MARK U 33 DESCRIBED, ABOUT 2 FEET AF3303'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A 5-BY-2 1/2 AF3303'FOOT CONCRETE BLOCK WHICH IS 3 FEET HIGH. NOTE-- SINGLE TRACK AF3303'RAILROAD NOW AND MARK IS 88 FEET WEST OF WEST RAIL. 94 FEET AF3303'NORTHWEST OF BENCH MARK U 33, INSTEAD OF 100. AF3303 AF3303 STATION RECOVERY (1971) AF3303 AF3303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 AF3303'RECOVERED IN GOOD CONDITION. AF3303 AF3303 STATION RECOVERY (1989) AF3303 AF3303'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG) AF3303'RECOVERED IN GOOD CONDITION. AF3303 AF3303 STATION RECOVERY (1991) AF3303 AF3303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AF3303'9.5 KM (5.9 MI) NORTHERLY ALONG OLD DIXIE HIGHWAY FROM THE JUNCTION OF AF3303'U.S. HIGHWAY 1 IN FORT PIERCE, NEAR THE CENTER OF A CONCRETE AF3303'FOUNDATION OF A RAILROAD SIGNAL (SIGNAL REMOVED), 14.4 M (47.2 FT) AF3303'NORTHWEST OF THE CENTER OF A ROAD LEADING EAST, 9.9 M (32.5 FT) AF3303'NORTHEAST OF THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT) ABOVE THE GROUND AF3303'SURFACE, AND 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST. AF3303 AF3303 STATION RECOVERY (2005) AF3303 AF3303'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AF3303'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AJ3248 *********************************************************************** AJ3248 DESIGNATION - P 483 AJ3248 PID - AJ3248 AJ3248 STATE/COUNTY- FL/ST LUCIE AJ3248 USGS QUAD - FORT PIERCE NW (1983) AJ3248 AJ3248 *CURRENT SURVEY CONTROL AJ3248 ___________________________________________________________________ AJ3248* NAD 83(1986)- 27 27 19. (N) 080 28 52. (W) SCALED AJ3248* NAVD 88 - 7.239 (meters) 23.75 (feet) ADJUSTED AJ3248 ___________________________________________________________________ AJ3248 GEOID HEIGHT- -27.27 (meters) GEOID03 AJ3248 DYNAMIC HT - 7.229 (meters) 23.72 (feet) COMP AJ3248 MODELED GRAV- 979,142.4 (mgal) NAVD 88 AJ3248 AJ3248 VERT ORDER - SECOND CLASS I AJ3248 AJ3248.The horizontal coordinates were scaled from a topographic map and have AJ3248.an estimated accuracy of +/- 6 seconds. AJ3248 AJ3248.The orthometric height was determined by differential leveling AJ3248.and adjusted by the National Geodetic Survey in October 2001. AJ3248 AJ3248.The geoid height was determined by GEOID03. AJ3248 AJ3248.The dynamic height is computed by dividing the NAVD 88 AJ3248.geopotential number by the normal gravity value computed on the AJ3248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ3248.degrees latitude (g = 980.6199 gals.). AJ3248 AJ3248.The modeled gravity was interpolated from observed gravity values. AJ3248 AJ3248; North East Units Estimated Accuracy AJ3248;SPC FL E - 345,960. 251,290. MT (+/- 180 meters Scaled) AJ3248 AJ3248 SUPERSEDED SURVEY CONTROL AJ3248 AJ3248.No superseded survey control is available for this station. AJ3248 AJ3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL512369(NAD 83) AJ3248_MARKER: DD = SURVEY DISK AJ3248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ3248_STAMPING: P 483 1999 AJ3248_MARK LOGO: FLDEP AJ3248_MAGNETIC: N = NO MAGNETIC MATERIAL AJ3248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ3248+STABILITY: SURFACE MOTION AJ3248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ3248+SATELLITE: SATELLITE OBSERVATIONS - 1999 AJ3248 AJ3248 HISTORY - Date Condition Report By AJ3248 HISTORY - 1999 MONUMENTED FLDEP AJ3248 HISTORY - 20050812 POOR GCYI AJ3248 AJ3248 STATION DESCRIPTION AJ3248 AJ3248'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM) AJ3248'THE MARK IS ABOUT 27.6 MI (44.4 KM) NORTHEAST OF OKEECHOBEE, 10.0 MI AJ3248'(16.1 KM) NORTHWEST OF FT PIERCE, ON GOODWIN ROAD, IN SECTION 1, AJ3248'TOWNSHIP 35 SOUTH, RANGE 38 EAST. TO REACH THE MARK FROM THE JUNCTION AJ3248'OF U.S. HIGHWAY 1 AND STATE ROAD A1A SOUTH (SEAWAY DRIVE) IN FORT AJ3248'PIERCE, GO NORTH OF U.S. HIGHWAY 1 FOR 0.5 MI (0.8 KM) TO THE JUNCTION AJ3248'OF AVENUE O ON THE LEFT, TURN LEFT ON AVENUE O AND GO WEST FOR 0.45 MI AJ3248'(0.72 KM) TO THE INTERSECTION OF 13TH STREET, TURN RIGHT ON 13TH AJ3248'STREET AND GO NORTH FOR 0.3 MI (0.5 KM) TO A LOCKED GATE, PASSING AJ3248'THROUGH THE GATE GO WEST ON THE SOUTH SIDE OF CANAL 25 FOR 0.8 MI (1.3 AJ3248'KM) TO THE INTERSECTION OF 25TH STREET AND AVENUE T, CONTINUE WEST ON AJ3248'AVENUE T FOR 1.85 MI (2.98 KM) TO THE JUNCTION OF ANGLE ROAD AND NORTH AJ3248'53RD STREET, TURN RIGHT ON ANGLE ROAD AND GO WEST FOR 6.35 MI (10.22 AJ3248'KM) TO A 90 DEGREE TURN SOUTH AND THE INTERSECTION OF GOODWIN ROAD, AJ3248'CONTINUE SOUTH ON GOODWIN ROAD FOR 1.05 MI (1.69 KM) TO THE MARK ON AJ3248'THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE AJ3248'GROUND AND 0.6 FT (18.3 CM) ABOVE THE LEVEL OF GOODWIN ROAD. LOCATED AJ3248'107.0 FT (32.6 M) NORTH OF THE NORTH EDGE OF A EAST-WEST CANAL, 45.5 AJ3248'FT (13.9 M) NORTH OF A BERM ROAD LEADING WEST, 35.0 FT (10.7 M) EAST AJ3248'OF THE EAST EDGE OF A NORTH-SOUTH CANAL, 17.2 FT (5.2 M) WEST OF THE AJ3248'APPROXIMATE CENTERLINE OF GOODWIN ROAD AND 4.2 FT (1.3 M) SOUTH OF A AJ3248'POWER POLE WITH 2 GUY WIRES ATTACHED. AJ3248 AJ3248 STATION RECOVERY (2005) AJ3248 AJ3248'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AJ3248'ENTIRE MARK IS LOOSE IN THE GROUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AJ3249 *********************************************************************** AJ3249 DESIGNATION - Q 483 AJ3249 PID - AJ3249 AJ3249 STATE/COUNTY- FL/ST LUCIE AJ3249 USGS QUAD - FORT PIERCE NW (1983) AJ3249 AJ3249 *CURRENT SURVEY CONTROL AJ3249 ___________________________________________________________________ AJ3249* NAD 83(1986)- 27 26 52. (N) 080 28 51. (W) SCALED AJ3249* NAVD 88 - 6.212 (meters) 20.38 (feet) ADJUSTED AJ3249 ___________________________________________________________________ AJ3249 GEOID HEIGHT- -27.27 (meters) GEOID03 AJ3249 DYNAMIC HT - 6.203 (meters) 20.35 (feet) COMP AJ3249 MODELED GRAV- 979,141.5 (mgal) NAVD 88 AJ3249 AJ3249 VERT ORDER - SECOND CLASS I AJ3249 AJ3249.The horizontal coordinates were scaled from a topographic map and have AJ3249.an estimated accuracy of +/- 6 seconds. AJ3249 AJ3249.The orthometric height was determined by differential leveling AJ3249.and adjusted by the National Geodetic Survey in October 2001. AJ3249 AJ3249.The geoid height was determined by GEOID03. AJ3249 AJ3249.The dynamic height is computed by dividing the NAVD 88 AJ3249.geopotential number by the normal gravity value computed on the AJ3249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ3249.degrees latitude (g = 980.6199 gals.). AJ3249 AJ3249.The modeled gravity was interpolated from observed gravity values. AJ3249 AJ3249; North East Units Estimated Accuracy AJ3249;SPC FL E - 345,130. 251,320. MT (+/- 180 meters Scaled) AJ3249 AJ3249 SUPERSEDED SURVEY CONTROL AJ3249 AJ3249.No superseded survey control is available for this station. AJ3249 AJ3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL513361(NAD 83) AJ3249_MARKER: DD = SURVEY DISK AJ3249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ3249_STAMPING: Q 483 1999 AJ3249_MARK LOGO: FLDEP AJ3249_MAGNETIC: N = NO MAGNETIC MATERIAL AJ3249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ3249+STABILITY: SURFACE MOTION AJ3249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ3249+SATELLITE: SATELLITE OBSERVATIONS - 1999 AJ3249 AJ3249 HISTORY - Date Condition Report By AJ3249 HISTORY - 1999 MONUMENTED FLDEP AJ3249 HISTORY - 20050816 GOOD GCYI AJ3249 AJ3249 STATION DESCRIPTION AJ3249 AJ3249'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM) AJ3249'THE MARK IS ABOUT 27.0 MI (43.5 KM) NORTHEAST OF OKEECHOBEE, 10.0 MI AJ3249'(16.1 KM) NORTHWEST OF FT PIERCE, ON GOODWIN ROAD, IN SECTION 12, AJ3249'TOWNSHIP 35 SOUTH, RANGE 38 EAST, TO REACH THE MARK FROM THE JUNCTION AJ3249'OF U.S. HIGHWAY 1 AND STATE ROAD A1A SOUTH (SEAWAY DRIVE) IN FORT AJ3249'PIERCE, GO NORTH OF U.S. HIGHWAY 1 FOR 0.5 MI (0.8 KM) TO THE JUNCTION AJ3249'OF AVENUE O ON THE LEFT, TURN LEFT ON AVENUE O AND GO WEST FOR 0.45 MI AJ3249'(0.72 KM) TO THE INTERSECTION OF 13TH STREET, TURN RIGHT ON 13TH AJ3249'STREET AND GO NORTH FOR 0.3 MI (0.5 KM) TO A LOCKED GATE, PASSING AJ3249'THROUGH THE GATE GO WEST ON THE SOUTH SIDE OF CANAL 25 FOR 0.8 MI (1.3 AJ3249'KM) TO THE INTERSECTION OF 25TH STREET AND AVENUE T, CONITUE WEST ON AJ3249'AVENUE T FOR 1.85 MI (2.98 KM) TO THE JUNCTION OF ANGLE ROAD AND NORTH AJ3249'53RD STREET, TURN RIGHT ON ANGLE ROAD AND GO WEST FOR 6.35 MI (10.22 AJ3249'KM) TO A 90 DEGREE TURN SOUTH AND THE INTERSECTION OF GOODWIN ROAD, AJ3249'CONTINUE SOUTH ON GOODWIN ROAD FOR 1.6 MI (2.6 KM) TO THE INTERSECTION AJ3249'OF COUNTY ROAD 68 (ORANGE AVENUE) AND THE MARK ON THE LEFT. THE MARK AJ3249'CAN ALSO BE REACHED FROM THE JUNCTION OF U.S HIGHWAY 1 AND STATE ROAD AJ3249'A1A (SEAWAY DRIVE) IN FORT PIERCE, GO SOUTH ON U.S. HIGHWAY 1 FOR 0.6 AJ3249'MI (1.0 KM) TO THE JUNCTION OF COUNTY ROAD 68 WEST (ORANGE AVENUE), AJ3249'TURN RIGHT ON COUNTY ROAD 68 (ORANGE AVENUE) AND GO WEST FOR 9.6 MI AJ3249'(15.4 KM) TO THE JUNCTION OF GOODWIN ROAD ON THE RIGHT AND THE MARK ON AJ3249'THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE AJ3249'GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL OF COUNTY ROAD 68. LOCATED AJ3249'158.0 FT (48.2 M) SOUTH OF THE CENTERLINE OF THE ENTRANCE ROAD TO THE AJ3249'SUNLIGHT TRUCKING CO., 103.5 FT (31.5 M) EAST OF THE APPROXIMATE AJ3249'CENTERLINE OF GOODWIN ROAD, 81.8 FT (24.9 M) EAST OF A POWER POLE WITH AJ3249'A LIGHT ATTACHED, 61.5 FT (18.7 M) WEST OF A POWER POLE, 32.2 FT (9.8 AJ3249'M) NORTH OF THE CENTERLINE OF COUNTY ROAD 68 AND 1.8 FT (0.5 M) SOUTH AJ3249'OF THE SOUTHWEST CORNER OF A 6.0 FT (1.8 M) TALL CHAINLINK FENCE. AJ3249 AJ3249 STATION RECOVERY (2005) AJ3249 AJ3249'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AJ3249'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AJ8586 *********************************************************************** AJ8586 DESIGNATION - Q 544 AJ8586 PID - AJ8586 AJ8586 STATE/COUNTY- FL/ST LUCIE AJ8586 USGS QUAD - NORTH OF BLUEFIELD (1970) AJ8586 AJ8586 *CURRENT SURVEY CONTROL AJ8586 ___________________________________________________________________ AJ8586* NAD 83(1986)- 27 20 17. (N) 080 32 14. (W) SCALED AJ8586* NAVD 88 - 7.385 (meters) 24.23 (feet) ADJUSTED AJ8586 ___________________________________________________________________ AJ8586 GEOID HEIGHT- -27.11 (meters) GEOID03 AJ8586 DYNAMIC HT - 7.374 (meters) 24.19 (feet) COMP AJ8586 MODELED GRAV- 979,122.0 (mgal) NAVD 88 AJ8586 AJ8586 VERT ORDER - FIRST CLASS II AJ8586 AJ8586.The horizontal coordinates were scaled from a topographic map and have AJ8586.an estimated accuracy of +/- 6 seconds. AJ8586 AJ8586.The orthometric height was determined by differential leveling AJ8586.and adjusted by the National Geodetic Survey in May 2002. AJ8586 AJ8586.The geoid height was determined by GEOID03. AJ8586 AJ8586.The dynamic height is computed by dividing the NAVD 88 AJ8586.geopotential number by the normal gravity value computed on the AJ8586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ8586.degrees latitude (g = 980.6199 gals.). AJ8586 AJ8586.The modeled gravity was interpolated from observed gravity values. AJ8586 AJ8586; North East Units Estimated Accuracy AJ8586;SPC FL E - 332,950. 245,790. MT (+/- 180 meters Scaled) AJ8586 AJ8586 SUPERSEDED SURVEY CONTROL AJ8586 AJ8586.No superseded survey control is available for this station. AJ8586 AJ8586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL457239(NAD 83) AJ8586_MARKER: DD = SURVEY DISK AJ8586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ8586_STAMPING: Q 544 2001 CERP AJ8586_MARK LOGO: USE AJ8586_PROJECTION: RECESSED 8 CENTIMETERS AJ8586_MAGNETIC: O = OTHER; SEE DESCRIPTION AJ8586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ8586+STABILITY: SURFACE MOTION AJ8586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8586+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2001 AJ8586 AJ8586 HISTORY - Date Condition Report By AJ8586 HISTORY - 20010922 MONUMENTED FOST AJ8586 HISTORY - 20050812 GOOD GCYI AJ8586 AJ8586 STATION DESCRIPTION AJ8586 AJ8586'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB) AJ8586'THE MONUMENT IS LOCATED 19.2 MILES (30.95 KM) NORTHEAST OF OKEECHOBEE, AJ8586'FL. AND 14.9 MILES (23.93 KM) AJ8586'SOUTHWEST OF FT. PIERCE, FL., SECTION 16, TOWNSHIP 36 SOUTH, RANGE 38 AJ8586'EAST. AJ8586' AJ8586'OWNERSHIP IS SOUTH FLORIDA WATER MANAGEMENT DISTRICT. AJ8586' AJ8586'TO REACH THE MONUMENT FROM THE INTERSECTION OF STATE ROAD 70 AND AJ8586'COUNTY ROAD 609A (SHINN AJ8586'ROAD), 10.5 MILES (16.96 KM) WEST OF THE JUNCTION OF U.S. HIGHWAY 1 AJ8586'AND STATE ROAD 70 IN FT. PIERCE FL., AJ8586'GO SOUTH ON COUNTY ROAD 609A FOR 0.4 MILES (0.64 KM) TO THE AJ8586'INTERSECTION OF SHINN ROAD AND COUNTY AJ8586'ROAD 712 (MIDWAY ROAD), GO SOUTH (STRAIGHT) 2.55 MILES (4.10 KM) ON AJ8586'SCHINN ROAD TO JUNCTION OF AJ8586'SCHINN ROAD AND C-24 CANAL ROAD, JUST SOUTH OF BRIDGE NO. 940018. AJ8586'CONTINUE WEST ALONG C-24 CANAL AJ8586'ROAD ON THE SOUTH SIDE OF RIM DITCH 3.90 MILES (6.28 KM) TO THE AJ8586'MONUMENT LOCATION. THE MONUMENT IS AJ8586'0.55 MILES (0.89 KM) EAST OF THE INTERSECTION OF CARLTON ROAD AND C-24 AJ8586'CANAL ROAD. AJ8586' AJ8586'THE MONUMENT IS 9.0 FEET (2.74 M) SOUTH OF THE SOUTH TOP OF BANK OF AJ8586'RIM DITCH, 19.0 FEET (5.79 M) AJ8586'NORTH OF THE CENTER OF C-24 CANAL ROAD, 33.0 FEET (10.06 M) NORTH OF AJ8586'THE TOE OF THE LEVEE AND 9.0 AJ8586'FEET (2.74 M) SOUTH OF A CARSONITE WITNESS POST. NOTE A MAGNET WAS AJ8586'BURIED NEARBY AT AN AJ8586'UNSPECIFIED POSITION. AJ8586' AJ8586 AJ8586 STATION RECOVERY (2005) AJ8586 AJ8586'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AJ8586'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AJ8587 *********************************************************************** AJ8587 DESIGNATION - R 544 AJ8587 PID - AJ8587 AJ8587 STATE/COUNTY- FL/ST LUCIE AJ8587 USGS QUAD - NORTH OF BLUEFIELD (1970) AJ8587 AJ8587 *CURRENT SURVEY CONTROL AJ8587 ___________________________________________________________________ AJ8587* NAD 83(1986)- 27 20 17. (N) 080 31 07. (W) SCALED AJ8587* NAVD 88 - 7.373 (meters) 24.19 (feet) ADJUSTED AJ8587 ___________________________________________________________________ AJ8587 GEOID HEIGHT- -27.13 (meters) GEOID03 AJ8587 DYNAMIC HT - 7.361 (meters) 24.15 (feet) COMP AJ8587 MODELED GRAV- 979,123.1 (mgal) NAVD 88 AJ8587 AJ8587 VERT ORDER - FIRST CLASS II AJ8587 AJ8587.The horizontal coordinates were scaled from a topographic map and have AJ8587.an estimated accuracy of +/- 6 seconds. AJ8587 AJ8587.The orthometric height was determined by differential leveling AJ8587.and adjusted by the National Geodetic Survey in May 2002. AJ8587 AJ8587.The geoid height was determined by GEOID03. AJ8587 AJ8587.The dynamic height is computed by dividing the NAVD 88 AJ8587.geopotential number by the normal gravity value computed on the AJ8587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ8587.degrees latitude (g = 980.6199 gals.). AJ8587 AJ8587.The modeled gravity was interpolated from observed gravity values. AJ8587 AJ8587; North East Units Estimated Accuracy AJ8587;SPC FL E - 332,950. 247,630. MT (+/- 180 meters Scaled) AJ8587 AJ8587 SUPERSEDED SURVEY CONTROL AJ8587 AJ8587.No superseded survey control is available for this station. AJ8587 AJ8587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL476239(NAD 83) AJ8587_MARKER: F = FLANGE-ENCASED ROD AJ8587_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AJ8587_STAMPING: R 544 2001 CERP AJ8587_MARK LOGO: NONE AJ8587_PROJECTION: RECESSED 8 CENTIMETERS AJ8587_MAGNETIC: O = OTHER; SEE DESCRIPTION AJ8587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ8587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8587+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2001 AJ8587_ROD/PIPE-DEPTH: 8.4 meters AJ8587 AJ8587 HISTORY - Date Condition Report By AJ8587 HISTORY - 20010924 MONUMENTED FOST AJ8587 HISTORY - 20050812 GOOD GCYI AJ8587 AJ8587 STATION DESCRIPTION AJ8587 AJ8587'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB) AJ8587'THE MONUMENT IS LOCATED 20.2 MILES (32.57 KM) NORTHEAST OF OKEECHOBEE, AJ8587'FL. AND 14.0 MILES (22.47 KM) AJ8587'SOUTHWEST OF FT. PIERCE, FL., SECTION 15, TOWNSHIP 36 SOUTH, RANGE 38 AJ8587'EAST. AJ8587' AJ8587'OWNERSHIP IS SOUTH FLORIDA WATER MANAGEMENT DISTRICT. AJ8587' AJ8587'TO REACH THE MONUMENT FROM THE INTERSECTION OF STATE ROAD 70 AND AJ8587'COUNTY ROAD 609A (SHINN AJ8587'ROAD), 10.5 MILES (16.96 KM) WEST OF THE JUNCTION OF U.S. HIGHWAY 1 AJ8587'AND STATE ROAD 70 IN FT. PIERCE FL., AJ8587'GO SOUTH ON COUNTY ROAD 609A FOR 0.4 MILES (0.64 KM) TO THE AJ8587'INTERSECTION OF SHINN ROAD AND COUNTY AJ8587'ROAD 712 (MIDWAY ROAD), GO SOUTH (STRAIGHT) 2.55 MILES (4.10 KM) ON AJ8587'SCHINN ROAD TO JUNCTION OF AJ8587'SCHINN ROAD AND C-24 CANAL ROAD, JUST SOUTH OF BRIDGE NO. 940018. AJ8587'CONTINUE WEST ALONG C-24 CANAL AJ8587'ROAD ON THE SOUTH SIDE OF RIM DITCH 2.75 MILES (4.43 KM) TO THE AJ8587'MONUMENT LOCATION. THE MONUMENT IS AJ8587'1.7 MILES (2.74 KM) EAST OF THE INTERSECTION OF CARLTON ROAD AND C-24 AJ8587'CANAL ROAD. AJ8587' AJ8587'THE MONUMENT IS 5.5 FEET (1.68 M) SOUTH OF THE SOUTH TOP OF BANK OF AJ8587'RIM DITCH, 18.0 FEET (5.49 M) AJ8587'NORTH OF THE CENTER OF C-24 CANAL ROAD, 29.0 FEET (8.84 M) NORTH OF AJ8587'THE TOE OF THE LEVEE AND 5.5 AJ8587'FEET (1.68 M) SOUTH OF A CARSONITE WITNESS POST. NOTE ACCESS TO THE AJ8587'DATUM POINT (TOP OF A AJ8587'STAINLESS STEEL ROD) IS HAD THROUGH A 5 INCH LOGO CAP. NOTE A MAGNET AJ8587'WAS PLACED INSIDE THE PVC AJ8587'PIPE. AJ8587' AJ8587 AJ8587 STATION RECOVERY (2005) AJ8587 AJ8587'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AJ8587'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AJ8588 *********************************************************************** AJ8588 DESIGNATION - S 544 AJ8588 PID - AJ8588 AJ8588 STATE/COUNTY- FL/ST LUCIE AJ8588 USGS QUAD - NORTH OF BLUEFIELD (1970) AJ8588 AJ8588 *CURRENT SURVEY CONTROL AJ8588 ___________________________________________________________________ AJ8588* NAD 83(1986)- 27 20 17. (N) 080 30 03. (W) SCALED AJ8588* NAVD 88 - 7.352 (meters) 24.12 (feet) ADJUSTED AJ8588 ___________________________________________________________________ AJ8588 GEOID HEIGHT- -27.16 (meters) GEOID03 AJ8588 DYNAMIC HT - 7.341 (meters) 24.08 (feet) COMP AJ8588 MODELED GRAV- 979,124.2 (mgal) NAVD 88 AJ8588 AJ8588 VERT ORDER - FIRST CLASS II AJ8588 AJ8588.The horizontal coordinates were scaled from a topographic map and have AJ8588.an estimated accuracy of +/- 6 seconds. AJ8588 AJ8588.The orthometric height was determined by differential leveling AJ8588.and adjusted by the National Geodetic Survey in May 2002. AJ8588 AJ8588.The geoid height was determined by GEOID03. AJ8588 AJ8588.The dynamic height is computed by dividing the NAVD 88 AJ8588.geopotential number by the normal gravity value computed on the AJ8588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ8588.degrees latitude (g = 980.6199 gals.). AJ8588 AJ8588.The modeled gravity was interpolated from observed gravity values. AJ8588 AJ8588; North East Units Estimated Accuracy AJ8588;SPC FL E - 332,960. 249,390. MT (+/- 180 meters Scaled) AJ8588 AJ8588 SUPERSEDED SURVEY CONTROL AJ8588 AJ8588.No superseded survey control is available for this station. AJ8588 AJ8588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL493239(NAD 83) AJ8588_MARKER: DD = SURVEY DISK AJ8588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ8588_STAMPING: S 544 2001 CERP AJ8588_MARK LOGO: USE AJ8588_PROJECTION: RECESSED 8 CENTIMETERS AJ8588_MAGNETIC: O = OTHER; SEE DESCRIPTION AJ8588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ8588+STABILITY: SURFACE MOTION AJ8588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8588+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2001 AJ8588 AJ8588 HISTORY - Date Condition Report By AJ8588 HISTORY - 20010923 MONUMENTED FOST AJ8588 HISTORY - 20050812 GOOD GCYI AJ8588 AJ8588 STATION DESCRIPTION AJ8588 AJ8588'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB) AJ8588'THE MONUMENT IS LOCATED 21.4 MILES (34.46 KM) NORTHEAST OF OKEECHOBEE, AJ8588'FL. AND 12.9 MILES (20.83 KM) AJ8588'SOUTHWEST OF FT. PIERCE, SECTION 14, TOWNSHIP 36 SOUTH, RANGE 38 EAST. AJ8588'OWNERSHIP IS SOUTH FLORIDA WATER MANAGEMENT DISTRICT. AJ8588' AJ8588'TO REACH THE MONUMENT FROM THE INTERSECTION OF STATE ROAD 70 AND AJ8588'COUNTY ROAD 609A (SHINN AJ8588'ROAD), 10.5 MILES (16.96 KM) WEST OF THE JUNCTION OF U.S. HIGHWAY 1 AJ8588'AND STATE ROAD 70 IN FT. PIERCE FL., AJ8588'GO SOUTH ON COUNTY ROAD 609A FOR 0.4 MILES (0.64 KM) TO THE AJ8588'INTERSECTION OF SHINN ROAD AND COUNTY AJ8588'ROAD 712 (MIDWAY ROAD), GO SOUTH (STRAIGHT) 2.55 MILES (4.10 KM) ON AJ8588'SCHINN ROAD TO JUNCTION OF AJ8588'SCHINN ROAD AND C-24 CANAL ROAD, JUST SOUTH OF BRIDGE NO. 940018. AJ8588'CONTINUE WEST ALONG C-24 CANAL AJ8588'ROAD ON THE SOUTH SIDE OF RIM DITCH 1.65 MILES (2.66 KM) TO THE AJ8588'MONUMENT LOCATION. THE MONUMENT IS AJ8588'2.8 MILES (4.51 KM) EAST OF THE INTERSECTION OF CARLTON ROAD AND C-24 AJ8588'CANAL ROAD. AJ8588' AJ8588'THE MONUMENT IS 6.7 FEET (2.04 M) SOUTH OF THE SOUTH TOP OF BANK OF AJ8588'RIM DITCH, 17.0 FEET (5.18 M) AJ8588'NORTH OF THE CENTER OF C-24 CANAL ROAD, 28.5 FEET (8.69 M) NORTH OF AJ8588'THE TOE OF THE LEVEE AND 6.7 AJ8588'FEET (2.04 M) SOUTH OF A CARSONITE WITNESS POST. NOTE A MAGNET WAS AJ8588'BURIED NEARBY AT AN AJ8588'UNSPECIFIED POSITION. NOTE ACCESS TO THE DATUM POINT (TOP OF A AJ8588'STAINLESS STEEL ROD) IS HAD AJ8588'THROUGH A 5 INCH LOGO CAP. NOTE A MAGNET WAS PLACED INSIDE THE PVC AJ8588'PIPE. AJ8588' AJ8588 AJ8588 STATION RECOVERY (2005) AJ8588 AJ8588'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AJ8588'MONUMENT IS 3.5 INCH BRASS DISK SET IN CONCRETE 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AF6944 *********************************************************************** AF6944 DESIGNATION - ST LUC 2 FLDNR AF6944 PID - AF6944 AF6944 STATE/COUNTY- FL/ST LUCIE AF6944 USGS QUAD - PALM CITY (1983) AF6944 AF6944 *CURRENT SURVEY CONTROL AF6944 ___________________________________________________________________ AF6944* NAD 83(1986)- 27 14 51. (N) 080 18 22. (W) SCALED AF6944* NAVD 88 - 2.217 (meters) 7.27 (feet) ADJUSTED AF6944 ___________________________________________________________________ AF6944 GEOID HEIGHT- -27.40 (meters) GEOID03 AF6944 DYNAMIC HT - 2.214 (meters) 7.26 (feet) COMP AF6944 MODELED GRAV- 979,121.9 (mgal) NAVD 88 AF6944 AF6944 VERT ORDER - SECOND CLASS I AF6944 AF6944.The horizontal coordinates were scaled from a topographic map and have AF6944.an estimated accuracy of +/- 6 seconds. AF6944 AF6944.The orthometric height was determined by differential leveling AF6944.and adjusted by the National Geodetic Survey in June 1991. AF6944 AF6944.The geoid height was determined by GEOID03. AF6944 AF6944.The dynamic height is computed by dividing the NAVD 88 AF6944.geopotential number by the normal gravity value computed on the AF6944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6944.degrees latitude (g = 980.6199 gals.). AF6944 AF6944.The modeled gravity was interpolated from observed gravity values. AF6944 AF6944; North East Units Estimated Accuracy AF6944;SPC FL E - 323,020. 268,720. MT (+/- 180 meters Scaled) AF6944 AF6944 SUPERSEDED SURVEY CONTROL AF6944 AF6944 NGVD 29 (09/01/92) 2.667 (m) 8.75 (f) ADJUSTED 2 1 AF6944 AF6944.Superseded values are not recommended for survey control. AF6944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6944.See file dsdata.txt to determine how the superseded data were derived. AF6944 AF6944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL686140(NAD 83) AF6944_MARKER: DB = BENCH MARK DISK AF6944_SETTING: 30 = SET IN A LIGHT STRUCTURE AF6944_SP_SET: CONCRETE MANHOLE FOUNDATION AF6944_STAMPING: ST LUC 2 1980 BSM AF6944_MARK LOGO: FLDNR AF6944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AF6944 AF6944 HISTORY - Date Condition Report By AF6944 HISTORY - 1980 MONUMENTED FLDNR AF6944 HISTORY - 1989 GOOD USPSQD AF6944 HISTORY - 1990 GOOD USPSQD AF6944 HISTORY - 1991 GOOD USPSQD AF6944 HISTORY - 20050810 GOOD GCYI AF6944 AF6944 STATION DESCRIPTION AF6944 AF6944'DESCRIBED BY FL DEPT OF NAT RES 1980 AF6944'4.2 MI NW FROM STUART. AF6944'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE ST. AF6944'LUCIE RIVER IN STUART, PROCEED NORTH 4.25 MILES ALONG U.S. 1 TO THE AF6944'JUNCTION OF WESTMORELAND BOULEVARD (ENTRANCE TO SANDPIPER BAY RESORT), AF6944'PROCEED 1.35 MILES WEST ALONG WESTMORELAND BOULEVARD TO THE AF6944'INTERSECTION OF PINE VALLEY ROAD, PROCEED SOUTH 0.65 MILE ALONG PINE AF6944'VALLEY ROAD TO THE MARK. THE MARK BEARS 14.0 FEET NORTH-NORTHWEST OF AF6944'THE SOUTHWESTBOUND LANE CENTERLINE OF PINE VALLEY ROAD, 10.5 FEET AF6944'SOUTH OF A DITCH THAT RUNS UNDER THE ROAD, 57.0 FEET SOUTHEAST OF A AF6944'WOOD POWER POLE, 65.8 FEET NORTHEAST OF CONCRETE POWER POLE NO. AF6944'141H039-141H040, AND 131.0 FEET WEST OF CONCRETE POWER POLE NO. AF6944'141H037-141H038. AF6944 AF6944 STATION RECOVERY (1989) AF6944 AF6944'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF) AF6944'RECOVERED IN GOOD CONDITION. AF6944 AF6944 STATION RECOVERY (1990) AF6944 AF6944'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF) AF6944'RECOVERED IN GOOD CONDITION. AF6944 AF6944 STATION RECOVERY (1991) AF6944 AF6944'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF) AF6944'RECOVERED IN GOOD CONDITION. AF6944 AF6944 STATION RECOVERY (2005) AF6944 AF6944'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AF6944'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AF6943 *********************************************************************** AF6943 DESIGNATION - ST LUC 3 FLDNR AF6943 PID - AF6943 AF6943 STATE/COUNTY- FL/ST LUCIE AF6943 USGS QUAD - ANKONA (1983) AF6943 AF6943 *CURRENT SURVEY CONTROL AF6943 ___________________________________________________________________ AF6943* NAD 83(1986)- 27 15 19. (N) 080 18 04. (W) SCALED AF6943* NAVD 88 - 3.575 (meters) 11.73 (feet) ADJUSTED AF6943 ___________________________________________________________________ AF6943 GEOID HEIGHT- -27.42 (meters) GEOID03 AF6943 DYNAMIC HT - 3.569 (meters) 11.71 (feet) COMP AF6943 MODELED GRAV- 979,123.3 (mgal) NAVD 88 AF6943 AF6943 VERT ORDER - SECOND CLASS I AF6943 AF6943.The horizontal coordinates were scaled from a topographic map and have AF6943.an estimated accuracy of +/- 6 seconds. AF6943 AF6943.The orthometric height was determined by differential leveling AF6943.and adjusted by the National Geodetic Survey in June 1991. AF6943 AF6943.The geoid height was determined by GEOID03. AF6943 AF6943.The dynamic height is computed by dividing the NAVD 88 AF6943.geopotential number by the normal gravity value computed on the AF6943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF6943.degrees latitude (g = 980.6199 gals.). AF6943 AF6943.The modeled gravity was interpolated from observed gravity values. AF6943 AF6943; North East Units Estimated Accuracy AF6943;SPC FL E - 323,880. 269,210. MT (+/- 180 meters Scaled) AF6943 AF6943 SUPERSEDED SURVEY CONTROL AF6943 AF6943 NGVD 29 (09/01/92) 4.025 (m) 13.21 (f) ADJUSTED 2 1 AF6943 AF6943.Superseded values are not recommended for survey control. AF6943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF6943.See file dsdata.txt to determine how the superseded data were derived. AF6943 AF6943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL691149(NAD 83) AF6943_MARKER: DB = BENCH MARK DISK AF6943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF6943_SP_SET: CONCRETE POST AF6943_STAMPING: ST LUC 3 1980 BSM AF6943_MARK LOGO: FLDNR AF6943_PROJECTION: FLUSH AF6943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF6943+STABILITY: SURFACE MOTION AF6943 AF6943 HISTORY - Date Condition Report By AF6943 HISTORY - 1980 MONUMENTED FLDNR AF6943 HISTORY - 1989 GOOD USPSQD AF6943 HISTORY - 1990 GOOD USPSQD AF6943 HISTORY - 1991 GOOD USPSQD AF6943 HISTORY - 20050810 GOOD GCYI AF6943 AF6943 STATION DESCRIPTION AF6943 AF6943'DESCRIBED BY FL DEPT OF NAT RES 1980 AF6943'4.3 MI NW FROM STUART. AF6943'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE ST. AF6943'LUCIE RIVER IN STUART, PROCEED NORTH 4.25 MILES ALONG U.S. 1 TO THE AF6943'JUNCTION OF WESTMORELAND BOULEVARD (ENTRANCE TO SANDPIPER BAY RESORT), AF6943'PROCEED 1.35 MILES WEST ALONG WESTMORELAND BOULEVARD TO THE AF6943'INTERSECTION OF PINE VALLEY ROAD AND THE MARK. THE MARK IS LOCATED IN AF6943'THE TRAFFIC CIRCLE AT THE INTERSECTION AND BEARS 13.3 FEET AF6943'SOUTH-SOUTHEAST OF A WOOD SIGN FOR SANDPIPER BAY RESORT, 21.6 FEET AF6943'NORTH-NORTHWEST OF THE EASTERNMOST PALM TREE IN THE TRAFFIC CIRCLE, AF6943'82.7 FEET WEST-NORTHWEST OF WESTMORELAND BOULEVARD STREET SIGN, AND AF6943'9.5 FEET WEST OF THE PAVEMENT EDGE AT THE EAST SIDE OF THE TRAFFIC AF6943'CIRCLE. AF6943 AF6943 STATION RECOVERY (1989) AF6943 AF6943'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF) AF6943'RECOVERED IN GOOD CONDITION. AF6943 AF6943 STATION RECOVERY (1990) AF6943 AF6943'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF) AF6943'RECOVERED IN GOOD CONDITION. AF6943 AF6943 STATION RECOVERY (1991) AF6943 AF6943'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF) AF6943'RECOVERED IN GOOD CONDITION. AF6943 AF6943 STATION RECOVERY (2005) AF6943 AF6943'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AF6943'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AF7708 *********************************************************************** AF7708 DESIGNATION - STL4 AF7708 PID - AF7708 AF7708 STATE/COUNTY- FL/ST LUCIE AF7708 USGS QUAD - ANKONA (1983) AF7708 AF7708 *CURRENT SURVEY CONTROL AF7708 ___________________________________________________________________ AF7708* NAD 83(1999)- 27 22 27.60792(N) 080 22 21.63231(W) ADJUSTED AF7708* NAVD 88 - 5.5 (meters) 18. (feet) GPS OBS AF7708 ___________________________________________________________________ AF7708 X - 947,896.203 (meters) COMP AF7708 Y - -5,588,090.632 (meters) COMP AF7708 Z - 2,915,101.633 (meters) COMP AF7708 LAPLACE CORR- -1.68 (seconds) DEFLEC99 AF7708 ELLIP HEIGHT- -21.85 (meters) (06/19/01) GPS OBS AF7708 GEOID HEIGHT- -27.35 (meters) GEOID03 AF7708 AF7708 HORZ ORDER - FIRST AF7708 ELLP ORDER - FOURTH CLASS I AF7708 AF7708.The horizontal coordinates were established by GPS observations AF7708.and adjusted by the National Geodetic Survey in June 2001. AF7708 AF7708.The orthometric height was determined by GPS observations and a AF7708.high-resolution geoid model. AF7708 AF7708.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF7708 AF7708.The Laplace correction was computed from DEFLEC99 derived deflections. AF7708 AF7708.The ellipsoidal height was determined by GPS observations AF7708.and is referenced to NAD 83. AF7708 AF7708.The geoid height was determined by GEOID03. AF7708 AF7708; North East Units Scale Factor Converg. AF7708;SPC FL E - 337,036.617 262,054.582 MT 0.99998869 +0 17 18.4 AF7708;UTM 17 - 3,028,053.604 562,033.409 MT 0.99964750 +0 17 18.4 AF7708 AF7708! - Elev Factor x Scale Factor = Combined Factor AF7708!SPC FL E - 1.00000343 x 0.99998869 = 0.99999212 AF7708!UTM 17 - 1.00000343 x 0.99964750 = 0.99965093 AF7708 AF7708 SUPERSEDED SURVEY CONTROL AF7708 AF7708 NAD 83(1990)- 27 22 27.60657(N) 080 22 21.63129(W) AD( ) 1 AF7708 ELLIP H (08/05/94) -21.83 (m) GP( ) 3 2 AF7708 AF7708.Superseded values are not recommended for survey control. AF7708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7708.See file dsdata.txt to determine how the superseded data were derived. AF7708 AF7708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6203328054(NAD 83) AF7708_MARKER: I = METAL ROD AF7708_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AF7708_SP_SET: ALUMINUM ALLOY ROD AF7708_STAMPING: STL4 1992 AF7708_MARK LOGO: NGS AF7708_PROJECTION: FLUSH AF7708_MAGNETIC: N = NO MAGNETIC MATERIAL AF7708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF7708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7708+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1995 AF7708_ROD/PIPE-DEPTH: 14.6 meters AF7708 AF7708 HISTORY - Date Condition Report By AF7708 HISTORY - 1992 MONUMENTED KEISCH AF7708 HISTORY - 19930913 GOOD GENGRP AF7708 HISTORY - 19950214 GOOD SFLWMD AF7708 HISTORY - 20050810 GOOD GCYI AF7708 AF7708 STATION DESCRIPTION AF7708 AF7708'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1992 AF7708'THE STATION IS LOCATED IN THE CITY OF PORT ST. LUCIE IN THE SOUTH AF7708'RIGHT-OF-WAY OF MIDWAY RD (S.R. 712) IN SECTION 6, TONWSHIP 36 SOUTH, AF7708'RANGE 40 EAST, ST. LUCIE COUNTY, FL. AF7708'TO REACH THE STATION FROM THE INTERSECTION OF THE I-95 OVERPASS AND AF7708'MIDWAY RD, NORTHWEST OF PORT ST. LUCIE, GO EAST ON MIDWAY RD FOR 2.1 AF7708'MI (3.4 KM) TO THE STATION ON THE RIGHT. THE STATION LIES 0.4 MI AF7708'(0.6 KM) WEST OF SELVITZ RD, 36 FT (11.0 M) SOUTH OF THE SOUTH EDGE AF7708'OF PAVEMENT, AND 10.0 FT (3.0 M) NORTH OF A CARSONITE WITNESS POST. AF7708'ACCESS TO THE DATUM POINT--THE STATION IS RECESSED INSIDE A NGS LOGO AF7708'CAP MOUNTED ON A 5 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR AF7708'SET FLUSH WITH THE GROUND, STAMPED STL4 1992. AF7708'REFERENCES-- AF7708'KEITH AND SCHNARS NAIL AND DISC, SET AT THE EDGE OF PAVEMENT, MAGNETIC AF7708'AZIMUTH OF 4 DEGREES AT 36.19 FT (11.03 M) . AF7708'KEITH AND SCHNARS NAIL AND DISC, SET AT THE EDGE OF PAVEMENT, MAGNETIC AF7708'AZIMUTH OF 46 DEGREES AT 52.93 FT (16.13 M) . AF7708'KEITH AND SCHNARS NAIL AND DISC, SET IN THE NORTH FACE OF A 4 INCH AF7708'DIAMETER OAK TREE, MAGNETIC AZIMUTH OF 102 DEGREES AT 99.49 FT AF7708'(30.32 M) . AF7708'KEITH AND SCHNARS NAIL AND DISC, SET IN THE SOUTHWEST FACE OF A WOOD AF7708'POWER POLE, MAGNETIC AZIMUTH OF 306 DEGREES AT 155.14 FT (47.29 M) . AF7708'SET CARSONIT WITNESS POST, SOUTH AT 10.0 FT (3.0 M) . AF7708 AF7708 STATION RECOVERY (1993) AF7708 AF7708'RECOVERY NOTE BY GENSIS GROUP INCORPORATED SE 1993 (JEL) AF7708'RECOVERED AS DESCRIBED. AF7708 AF7708 STATION RECOVERY (1995) AF7708 AF7708'RECOVERY NOTE BY S FL WATER MGMT DIST 1995 (MEH) AF7708'THE STATION IS 2.5 MI (4.0 KM) WEST OF WHITE CITY, ON ST LUCIE COUNTY AF7708'ROAD 712 (MIDWAY ROAD) IN SECTION 6, TOWNSHIP 36 SOUTH, RANGE 40 EAST. AF7708'TO REACH THE STATION FROM THE INTERSECTION OF ST LUCIE COUNTY ROAD 712 AF7708'(MIDWAY ROAD) AND FLORIDA TURNPIKE WEST OF WHITE CITY, GO EAST ON AF7708'COUNTY ROAD 712 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT. AF7708'LOCATED 40.6 FT (12.4 M) SOUTHEAST OF SFLWMDDISK AND NAIL IN THE AF7708'PAVEMENT, 25.6 FT (7.8 M) SOUTH OF A SFMWD DISK IN THE PAVEMENT, 24.5 AF7708'FT (7.5 M) SOUTH OF THE SOUTH EDGE OF THE PAVEMENT AND 9.7 FT (3.0 M) AF7708'NORTH OF A CARSONITE WITNESS POST. NOTE ACCESS TO DATUM POINT IS HAD AF7708'THROUGH A 5-INCH LOGO CAP. AF7708 AF7708 STATION RECOVERY (2005) AF7708 AF7708'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AF7708'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AJ8589 *********************************************************************** AJ8589 DESIGNATION - T 544 AJ8589 PID - AJ8589 AJ8589 STATE/COUNTY- FL/ST LUCIE AJ8589 USGS QUAD - FORT PIERCE SW (1953) AJ8589 AJ8589 *CURRENT SURVEY CONTROL AJ8589 ___________________________________________________________________ AJ8589* NAD 83(1986)- 27 20 17. (N) 080 28 53. (W) SCALED AJ8589* NAVD 88 - 7.165 (meters) 23.51 (feet) ADJUSTED AJ8589 ___________________________________________________________________ AJ8589 GEOID HEIGHT- -27.18 (meters) GEOID03 AJ8589 DYNAMIC HT - 7.154 (meters) 23.47 (feet) COMP AJ8589 MODELED GRAV- 979,125.9 (mgal) NAVD 88 AJ8589 AJ8589 VERT ORDER - FIRST CLASS II AJ8589 AJ8589.The horizontal coordinates were scaled from a topographic map and have AJ8589.an estimated accuracy of +/- 6 seconds. AJ8589 AJ8589.The orthometric height was determined by differential leveling AJ8589.and adjusted by the National Geodetic Survey in May 2002. AJ8589 AJ8589.The geoid height was determined by GEOID03. AJ8589 AJ8589.The dynamic height is computed by dividing the NAVD 88 AJ8589.geopotential number by the normal gravity value computed on the AJ8589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ8589.degrees latitude (g = 980.6199 gals.). AJ8589 AJ8589.The modeled gravity was interpolated from observed gravity values. AJ8589 AJ8589; North East Units Estimated Accuracy AJ8589;SPC FL E - 332,970. 251,320. MT (+/- 180 meters Scaled) AJ8589 AJ8589 SUPERSEDED SURVEY CONTROL AJ8589 AJ8589.No superseded survey control is available for this station. AJ8589 AJ8589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL513239(NAD 83) AJ8589_MARKER: DD = SURVEY DISK AJ8589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ8589_STAMPING: T 544 2001 CERP AJ8589_MARK LOGO: USE AJ8589_PROJECTION: RECESSED 8 CENTIMETERS AJ8589_MAGNETIC: O = OTHER; SEE DESCRIPTION AJ8589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ8589+STABILITY: SURFACE MOTION AJ8589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8589+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2001 AJ8589 AJ8589 HISTORY - Date Condition Report By AJ8589 HISTORY - 20010923 MONUMENTED FOST AJ8589 HISTORY - 20050812 GOOD GCYI AJ8589 AJ8589 STATION DESCRIPTION AJ8589 AJ8589'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB) AJ8589'THE MONUMENT IS LOCATED 22.4 MILES (36.01 KM) NORTHEAST OF OKEECHOBEE, AJ8589'FL. AND 12.0 MILES (19.30 KM) AJ8589'SOUTHWEST OF FT. PIERCE, SECTION 24, TOWNSHIP 36 SOUTH, RANGE 38 EAST. AJ8589'OWNERSHIP IS SOUTH FLORIDA WATER MANAGEMENT DISTRICT. AJ8589' AJ8589'TO REACH THE MONUMENT FROM THE INTERSECTION OF STATE ROAD 70 AND AJ8589'COUNTY ROAD 609A (SHINN AJ8589'ROAD), 10.5 MILES (16.96 KM) WEST OF THE JUNCTION OF U.S. HIGHWAY 1 AJ8589'AND STATE ROAD 70 IN FT. PIERCE FL., AJ8589'GO SOUTH ON COUNTY ROAD 609A FOR 0.4 MILES (0.64 KM) TO THE AJ8589'INTERSECTION OF SHINN ROAD AND COUNTY AJ8589'ROAD 712 (MIDWAY ROAD), GO SOUTH (STRAIGHT) 2.55 MILES (4.10 KM) ON AJ8589'SCHINN ROAD TO JUNCTION OF AJ8589'SCHINN ROAD AND C-24 CANAL ROAD, JUST SOUTH OF BRIDGE NO. 940018. AJ8589'CONTINUE WEST ALONG C-24 CANAL AJ8589'ROAD ON THE SOUTH SIDE OF RIM DITCH 0.45 MILES (0.72 KM) TO THE AJ8589'MONUMENT LOCATION. THE MONUMENT IS AJ8589'4.0 MILES (6.44 KM) EAST OF THE INTERSECTION OF CARLTON ROAD AND C-24 AJ8589'CANAL ROAD. AJ8589' AJ8589'THE MONUMENT IS 6.7 FEET (2.04 M) SOUTH OF THE SOUTH TOP OF BANK OF AJ8589'RIM DITCH, 17.0 FEET (5.18 M) AJ8589'NORTH OF THE CENTER OF C-24 CANAL ROAD, 28.5 FEET (8.69 M) NORTH OF AJ8589'THE TOE OF THE LEVEE AND 6.7 AJ8589'FEET (2.04 M) SOUTH OF A CARSONITE WITNESS POST. NOTE A MAGNET WAS AJ8589'BURIED NEARBY AT AN AJ8589'UNSPECIFIED POSITION. AJ8589' AJ8589 AJ8589 STATION RECOVERY (2005) AJ8589 AJ8589'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AJ8589'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AJ8571 *********************************************************************** AJ8571 DESIGNATION - U 543 AJ8571 PID - AJ8571 AJ8571 STATE/COUNTY- FL/ST LUCIE AJ8571 USGS QUAD - INDIAN TOWN NW (1983) AJ8571 AJ8571 *CURRENT SURVEY CONTROL AJ8571 ___________________________________________________________________ AJ8571* NAD 83(1986)- 27 12 24. (N) 080 29 58. (W) SCALED AJ8571* NAVD 88 - 8.391 (meters) 27.53 (feet) ADJUSTED AJ8571 ___________________________________________________________________ AJ8571 GEOID HEIGHT- -27.04 (meters) GEOID03 AJ8571 DYNAMIC HT - 8.378 (meters) 27.49 (feet) COMP AJ8571 MODELED GRAV- 979,105.2 (mgal) NAVD 88 AJ8571 AJ8571 VERT ORDER - FIRST CLASS II AJ8571 AJ8571.The horizontal coordinates were scaled from a topographic map and have AJ8571.an estimated accuracy of +/- 6 seconds. AJ8571 AJ8571.The orthometric height was determined by differential leveling AJ8571.and adjusted by the National Geodetic Survey in May 2002. AJ8571 AJ8571.The geoid height was determined by GEOID03. AJ8571 AJ8571.The dynamic height is computed by dividing the NAVD 88 AJ8571.geopotential number by the normal gravity value computed on the AJ8571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ8571.degrees latitude (g = 980.6199 gals.). AJ8571 AJ8571.The modeled gravity was interpolated from observed gravity values. AJ8571 AJ8571; North East Units Estimated Accuracy AJ8571;SPC FL E - 318,400. 249,590. MT (+/- 180 meters Scaled) AJ8571 AJ8571 SUPERSEDED SURVEY CONTROL AJ8571 AJ8571.No superseded survey control is available for this station. AJ8571 AJ8571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL495094(NAD 83) AJ8571_MARKER: DD = SURVEY DISK AJ8571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ8571_STAMPING: U 543 2001 CERP AJ8571_MARK LOGO: USE AJ8571_PROJECTION: RECESSED 8 CENTIMETERS AJ8571_MAGNETIC: O = OTHER; SEE DESCRIPTION AJ8571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ8571+STABILITY: SURFACE MOTION AJ8571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ8571+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2001 AJ8571 AJ8571 HISTORY - Date Condition Report By AJ8571 HISTORY - 20010918 MONUMENTED FOST AJ8571 HISTORY - 20050815 GOOD GCYI AJ8571 AJ8571 STATION DESCRIPTION AJ8571 AJ8571'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB) AJ8571'THE MONUMENT IS LOCATED 13.0 MILES (20.92 KM) NORTH OF INDIANTOWN, FL. AJ8571'AND 14.6 MILES (23.50 KM) WEST AJ8571'OF PALM CITY, FL., SECTION 35, TOWNSHIP 37 SOUTH, RANGE 38 EAST. AJ8571' AJ8571'OWNERSHIP IS SOUTH FLORIDA WATER MANAGEMENT DISTRICT. AJ8571' AJ8571'TO REACH THE MONUMENT FROM THE INTERSECTION OF COUNTY ROAD 714 AND AJ8571'COUNTY ROAD 609, 11.1 MILES AJ8571'(17.86 KM) WEST OF THE JUNCTION OF THE FLORIDA TURNPIKE, STATE ROAD AJ8571'714 AND COUNTY ROAD 714 IN AJ8571'PALM CITY FL., GO NORTH ON COUNTY ROAD 609 FOR 3.0 MILES (4.83 KM) TO AJ8571'THE NORTH END OF BRIDGE NO. AJ8571'940026 AND TURN LEFT ONTO CANAL/ORANGE GROVE ACCESS ROAD AND GO WEST AJ8571'0.05 MILES (0.08 KM) TO A AJ8571'LOCKED GATE SOUTH OF CANAL LEVEE AND NORTH OF CANAL. CONTINUE WEST AJ8571'ALONG ROADWAY AREA ON AJ8571'THE NORTH SIDE OF CANAL 1.05 MILES (1.69 KM) TO MONUMENT LOCATION. AJ8571' AJ8571'THE MONUMENT IS 13.5 FEET (4.11 M) NORTH OF THE NORTH TOP BANK OF AJ8571'COUNTY LINE CANAL, 21.0 FEET (6.40 AJ8571'M) SOUTH OF BARBED WIRE FENCELINE, 25.0 FEET (7.62 M) SOUTH OF SOUTH AJ8571'TOE CANAL LEVEE AND 20.0 FEET AJ8571'(6.10 M) SOUTH OF CARSONITE WITNESS POST. NOTE A MAGNET WAS BURIED AJ8571'NEARBY AT AN UNSPECIFIED AJ8571'POSITION. FOR KEY, CONTACT SOUTH FLORIDA WATER MANAGEMENT DISTRICT, AJ8571'WEST PALM BEACH, FL. AT AJ8571'PHONE NUMBER (407) 686-8800. AJ8571' AJ8571 AJ8571 STATION RECOVERY (2005) AJ8571 AJ8571'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AJ8571'BARBED WIRE AND CARSONITE POST NO LONGER IN 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AF3194 *********************************************************************** AF3194 DESIGNATION - WALTON RM 2 AF3194 PID - AF3194 AF3194 STATE/COUNTY- FL/ST LUCIE AF3194 USGS QUAD - ANKONA (1983) AF3194 AF3194 *CURRENT SURVEY CONTROL AF3194 ___________________________________________________________________ AF3194* NAD 83(1986)- 27 18 03. (N) 080 15 24. (W) SCALED AF3194* NAVD 88 - 12.231 (meters) 40.13 (feet) ADJUSTED AF3194 ___________________________________________________________________ AF3194 GEOID HEIGHT- -27.54 (meters) GEOID03 AF3194 DYNAMIC HT - 12.213 (meters) 40.07 (feet) COMP AF3194 MODELED GRAV- 979,131.8 (mgal) NAVD 88 AF3194 AF3194 VERT ORDER - FIRST CLASS I AF3194 AF3194.The horizontal coordinates were scaled from a topographic map and have AF3194.an estimated accuracy of +/- 6 seconds. AF3194 AF3194.The orthometric height was determined by differential leveling AF3194.and adjusted by the National Geodetic Survey in June 1991. AF3194 AF3194.The geoid height was determined by GEOID03. AF3194 AF3194.The dynamic height is computed by dividing the NAVD 88 AF3194.geopotential number by the normal gravity value computed on the AF3194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF3194.degrees latitude (g = 980.6199 gals.). AF3194 AF3194.The modeled gravity was interpolated from observed gravity values. AF3194 AF3194; North East Units Estimated Accuracy AF3194;SPC FL E - 328,960. 273,580. MT (+/- 180 meters Scaled) AF3194 AF3194 SUPERSEDED SURVEY CONTROL AF3194 AF3194 NGVD 29 (??/??/92) 12.682 (m) 41.61 (f) ADJ UNCH 1 1 AF3194 AF3194.Superseded values are not recommended for survey control. AF3194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF3194.See file dsdata.txt to determine how the superseded data were derived. AF3194 AF3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL735199(NAD 83) AF3194_MARKER: DR = REFERENCE MARK DISK AF3194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF3194_SP_SET: SET IN TOP OF CONCRETE MONUMENT AF3194_STAMPING: WALTON NO 2 1930 AF3194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF3194+STABILITY: SURFACE MOTION AF3194 AF3194 HISTORY - Date Condition Report By AF3194 HISTORY - 1930 MONUMENTED CGS AF3194 HISTORY - 1965 GOOD NGS AF3194 HISTORY - 1972 GOOD NGS AF3194 HISTORY - 1988 GOOD USPSQD AF3194 HISTORY - 1989 POOR USPSQD AF3194 HISTORY - 1990 MARK NOT FOUND USPSQD AF3194 HISTORY - 20000919 GOOD FLDT AF3194 HISTORY - 20050811 GOOD GCYI AF3194 AF3194 STATION DESCRIPTION AF3194 AF3194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AF3194'10.8 MI S FROM FT PIERCE. AF3194'ABOUT 10.8 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY AF3194'FROM THE STATION AT FT PIERCE, ABOUT 0.5 MILE SOUTH OF MILEPOST AF3194'252, AT THE SMALL VILLAGE OF WALTON, ABOUT 130 YARDS NORTH OF AF3194'THE JUNCTION OF MAIN STREET AND RIDGE AVENUE, 243 1/2 FEET EAST AF3194'OF THE EAST RAIL OF THE EAST TRACK, 99.4 FEET EAST OF THE STATION, AF3194'90 FEET SOUTH OF THE APPROXIMATE CENTER OF THE JUNCTION OF RIDGE AF3194'AVENUE AND A DRIVEWAY LEADING WEST TO A FRAME HOUSE, 13 FEET AF3194'WEST OF THE CENTER LINE OF RIDGE AVENUE, 1.6 FEET SOUTH OF A AF3194'METAL WITNESS POST, ABOUT LEVEL WITH RIDGE AVENUE, SET IN THE AF3194'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE AF3194'GROUND. IN SECTION 32, R 41 E, T 36 S. AF3194 AF3194 STATION RECOVERY (1972) AF3194 AF3194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 AF3194'RECOVERED IN GOOD CONDITION. AF3194 AF3194 STATION RECOVERY (1988) AF3194 AF3194'RECOVERY NOTE BY US POWER SQUADRON 1988 (DHF) AF3194'RECOVERED IN GOOD CONDITION. AF3194 AF3194 STATION RECOVERY (1989) AF3194 AF3194'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF) AF3194'MARK RECOVERED IN POOR CONDITION. AF3194 AF3194 STATION RECOVERY (1990) AF3194 AF3194'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF) AF3194'MARK NOT FOUND. AF3194 AF3194 STATION RECOVERY (2000) AF3194 AF3194'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2000 (MS) AF3194'THIS MARK WAS RECOVERED IN GOOD CONDITION BY THE FLDT. AF3194 AF3194 STATION RECOVERY (2005) AF3194 AF3194'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AF3194'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AF7512 *********************************************************************** AF7512 DESIGNATION - X 403 AF7512 PID - AF7512 AF7512 STATE/COUNTY- FL/ST LUCIE AF7512 USGS QUAD - ANKONA (1983) AF7512 AF7512 *CURRENT SURVEY CONTROL AF7512 ___________________________________________________________________ AF7512* NAD 83(1986)- 27 22 28. (N) 080 19 34. (W) SCALED AF7512* NAVD 88 - 3.874 (meters) 12.71 (feet) ADJUSTED AF7512 ___________________________________________________________________ AF7512 GEOID HEIGHT- -27.44 (meters) GEOID03 AF7512 DYNAMIC HT - 3.868 (meters) 12.69 (feet) COMP AF7512 MODELED GRAV- 979,138.5 (mgal) NAVD 88 AF7512 AF7512 VERT ORDER - FIRST CLASS II AF7512 AF7512.The horizontal coordinates were scaled from a topographic map and have AF7512.an estimated accuracy of +/- 6 seconds. AF7512 AF7512.The orthometric height was determined by differential leveling AF7512.and adjusted by the National Geodetic Survey in May 1994. AF7512 AF7512.The geoid height was determined by GEOID03. AF7512 AF7512.The dynamic height is computed by dividing the NAVD 88 AF7512.geopotential number by the normal gravity value computed on the AF7512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7512.degrees latitude (g = 980.6199 gals.). AF7512 AF7512.The modeled gravity was interpolated from observed gravity values. AF7512 AF7512; North East Units Estimated Accuracy AF7512;SPC FL E - 337,070. 266,660. MT (+/- 180 meters Scaled) AF7512 AF7512 SUPERSEDED SURVEY CONTROL AF7512 AF7512 NGVD 29 (09/01/92) 4.332 (m) 14.21 (f) ADJUSTED 1 2 AF7512 AF7512.Superseded values are not recommended for survey control. AF7512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF7512.See file dsdata.txt to determine how the superseded data were derived. AF7512 AF7512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL666280(NAD 83) AF7512_MARKER: I = METAL ROD AF7512_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AF7512_SP_SET: STAINLESS STEEL ROD AF7512_STAMPING: X 403 1991 AF7512_MARK LOGO: NGS AF7512_PROJECTION: FLUSH AF7512_MAGNETIC: I = MARKER IS A STEEL ROD AF7512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AF7512+STABILITY: POSITION/ELEVATION WELL AF7512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF7512+SATELLITE: SATELLITE OBSERVATIONS - 1991 AF7512_ROD/PIPE-DEPTH: 14.6 meters AF7512 AF7512 HISTORY - Date Condition Report By AF7512 HISTORY - 1991 MONUMENTED NGS AF7512 HISTORY - 20050810 GOOD GCYI AF7512 AF7512 STATION DESCRIPTION AF7512 AF7512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 AF7512'IN WHITE CITY, AT THE INTERSECTION OF U.S. HIGHWAY 1 AND COUNTY ROAD AF7512'712 (MIDWAY ROAD), 65.9 M (216.2 FT) NORTH OF THE ROAD CENTERLINE, AF7512'55.7 M (182.7 FT) SOUTH OF THE CENTERLINE OF A DRIVEWAY LEADING TO AF7512'TOWNE PLAZA, 28.1 M (92.2 FT) EAST OF THE NORTHEAST CORNER OF SHONEYS AF7512'RESTAURANT, 21.3 M (69.9 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF AF7512'THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTH OF A AF7512'UTILITY POLE WITH A GUY WIRE. NOTE--ACCESS TO THE DATUM POINT IS AF7512'THROUGH A 5-INCH LOGO CAP. AF7512 AF7512 STATION RECOVERY (2005) AF7512 AF7512'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AF7512'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AF3266 *********************************************************************** AF3266 DESIGNATION - Y 230 AF3266 PID - AF3266 AF3266 STATE/COUNTY- FL/ST LUCIE AF3266 USGS QUAD - FORT PIERCE (1983) AF3266 AF3266 *CURRENT SURVEY CONTROL AF3266 ___________________________________________________________________ AF3266* NAD 83(1986)- 27 29 03. (N) 080 21 15. (W) SCALED AF3266* NAVD 88 - 5.774 (meters) 18.94 (feet) ADJUSTED AF3266 ___________________________________________________________________ AF3266 GEOID HEIGHT- -27.50 (meters) GEOID03 AF3266 DYNAMIC HT - 5.765 (meters) 18.91 (feet) COMP AF3266 MODELED GRAV- 979,150.4 (mgal) NAVD 88 AF3266 AF3266 VERT ORDER - FIRST CLASS I AF3266 AF3266.The horizontal coordinates were scaled from a topographic map and have AF3266.an estimated accuracy of +/- 6 seconds. AF3266 AF3266.The orthometric height was determined by differential leveling AF3266.and adjusted by the National Geodetic Survey in May 1994. AF3266 AF3266.The geoid height was determined by GEOID03. AF3266 AF3266.The dynamic height is computed by dividing the NAVD 88 AF3266.geopotential number by the normal gravity value computed on the AF3266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF3266.degrees latitude (g = 980.6199 gals.). AF3266 AF3266.The modeled gravity was interpolated from observed gravity values. AF3266 AF3266; North East Units Estimated Accuracy AF3266;SPC FL E - 349,220. 263,820. MT (+/- 180 meters Scaled) AF3266 AF3266 SUPERSEDED SURVEY CONTROL AF3266 AF3266 NAVD 88 (06/15/91) 5.769 (m) 18.93 (f) UNKNOWN 1 1 AF3266 NGVD 29 (09/01/92) 6.229 (m) 20.44 (f) ADJUSTED 1 1 AF3266 AF3266.Superseded values are not recommended for survey control. AF3266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF3266.See file dsdata.txt to determine how the superseded data were derived. AF3266 AF3266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL638402(NAD 83) AF3266_MARKER: DB = BENCH MARK DISK AF3266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF3266_SP_SET: CONCRETE POST AF3266_STAMPING: Y 230 1965 AF3266_MARK LOGO: CGS AF3266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF3266+STABILITY: SURFACE MOTION AF3266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AF3266+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1991 AF3266 AF3266 HISTORY - Date Condition Report By AF3266 HISTORY - 1965 MONUMENTED CGS AF3266 HISTORY - 1972 GOOD NGS AF3266 HISTORY - 19910205 GOOD NGS AF3266 HISTORY - 20030501 MARK NOT FOUND USPSQD AF3266 HISTORY - 20050816 GOOD GCYI AF3266 AF3266 STATION DESCRIPTION AF3266 AF3266'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AF3266'4 MI NW FROM FT PIERCE. AF3266'ABOUT 3.0 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM AF3266'THE STATION AT FT. PIERCE, THENCE ABOUT 1.0 MILE WEST ALONG AF3266'STATE HIGHWAY 608, ABOUT 0.8 MILE WEST OF THE INTERSECTION OF AF3266'U.S. HIGHWAY 1, IN SECTION 29, R 40 E, T 34 S, ABOUT 135 YARDS AF3266'WEST OF THE JUNCTION OF THE WEST ONE OF TWO DRIVES LEADING AF3266'SOUTH TO A LARGE APARTMENT HOUSE, 73 FEET NORTHWEST OF THE CENTER AF3266'OF A DIRT ROAD, 64.0 FEET WEST OF THE CENTER LINE OF THE ROAD AF3266'NORTH, 33.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 AF3266'FEET EAST OF A POWER POLE, 1.5 FEET WEST OF A METAL WITNESS AF3266'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A AF3266'CONCRETE POST PROJECTING 0.5 FOOT. AF3266 AF3266 STATION RECOVERY (1972) AF3266 AF3266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 AF3266'RECOVERED IN GOOD CONDITION. AF3266 AF3266 STATION RECOVERY (1991) AF3266 AF3266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AF3266'1.2 KM (0.7 MI) WESTERLY ALONG STATE HIGHWAY 608 (SAINT LUCIE AF3266'BOULEVARD) FROM THE JUNCTION OF U.S. HIGHWAY 1 IN FORT PIERCE, 15.8 M AF3266'(51.8 FT) WEST OF THE EXTENDED CENTER OF WEST DIXIE BOULEVARD, 10.0 M AF3266'(32.8 FT) NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 0.4 M AF3266'(1.3 FT) EAST OF A UTILITY POLE, 0.4 M (1.3 FT) WEST OF A WITNESS AF3266'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND AF3266'SURFACE. AF3266 AF3266 STATION RECOVERY (2003) AF3266 AF3266'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCK) AF3266'MARK NOT FOUND. AF3266 AF3266 STATION RECOVERY (2005) AF3266 AF3266'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AF3266'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 7, 2005 AF3267 *********************************************************************** AF3267 DESIGNATION - Z 230 AF3267 PID - AF3267 AF3267 STATE/COUNTY- FL/ST LUCIE AF3267 USGS QUAD - FORT PIERCE (1983) AF3267 AF3267 *CURRENT SURVEY CONTROL AF3267 ___________________________________________________________________ AF3267* NAD 83(1986)- 27 29 02. (N) 080 21 55. (W) SCALED AF3267* NAVD 88 - 5.789 (meters) 18.99 (feet) ADJUSTED AF3267 ___________________________________________________________________ AF3267 GEOID HEIGHT- -27.48 (meters) GEOID03 AF3267 DYNAMIC HT - 5.780 (meters) 18.96 (feet) COMP AF3267 MODELED GRAV- 979,150.1 (mgal) NAVD 88 AF3267 AF3267 VERT ORDER - FIRST CLASS I AF3267 AF3267.The horizontal coordinates were scaled from a topographic map and have AF3267.an estimated accuracy of +/- 6 seconds. AF3267 AF3267.The orthometric height was determined by differential leveling AF3267.and adjusted by the National Geodetic Survey in June 1991. AF3267 AF3267.The geoid height was determined by GEOID03. AF3267 AF3267.The dynamic height is computed by dividing the NAVD 88 AF3267.geopotential number by the normal gravity value computed on the AF3267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF3267.degrees latitude (g = 980.6199 gals.). AF3267 AF3267.The modeled gravity was interpolated from observed gravity values. AF3267 AF3267; North East Units Estimated Accuracy AF3267;SPC FL E - 349,180. 262,720. MT (+/- 180 meters Scaled) AF3267 AF3267 SUPERSEDED SURVEY CONTROL AF3267 AF3267 NGVD 29 (09/01/92) 6.248 (m) 20.50 (f) ADJUSTED 1 1 AF3267 AF3267.Superseded values are not recommended for survey control. AF3267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF3267.See file dsdata.txt to determine how the superseded data were derived. AF3267 AF3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL627401(NAD 83) AF3267_MARKER: DB = BENCH MARK DISK AF3267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF3267_SP_SET: CONCRETE POST AF3267_STAMPING: Z 230 1965 AF3267_MARK LOGO: CGS AF3267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF3267+STABILITY: SURFACE MOTION AF3267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AF3267+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003 AF3267 AF3267 HISTORY - Date Condition Report By AF3267 HISTORY - 1965 MONUMENTED CGS AF3267 HISTORY - 19910205 GOOD NGS AF3267 HISTORY - 20030501 GOOD USPSQD AF3267 HISTORY - 20050816 GOOD GCYI AF3267 AF3267 STATION DESCRIPTION AF3267 AF3267'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AF3267'4.7 MI NW FROM FT PIERCE. AF3267'ABOUT 3.0 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM AF3267'THE STATION AT FT. PIERCE, THENCE 1.7 MILES WEST ALONG STATE AF3267'HIGHWAY 608, IN SECTION 29, R 40 E, T 34 S, 210 FEET NORTHEAST AF3267'OF THE CENTER OF THE JUNCTION OF A ROAD LEADING NORTH TO ST. AF3267'LUCIE COUNTY AIRPORT, 194 FEET EAST OF THE CENTER LINE OF THE AF3267'DRIVE NORTH, 57 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AF3267'1 1/2 FEET WEST OF A POWER POLE SUPPORTING A TRANSFORMER, 1.6 AF3267'FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL AF3267'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING AF3267'0.2 FOOT. AF3267 AF3267 STATION RECOVERY (1991) AF3267 AF3267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 AF3267'2.4 KM (1.5 MI) WESTERLY ALONG STATE HIGHWAY 608 (SAINT LUCIE AF3267'BOULEVARD) FROM THE JUNCTION OF U.S. HIGHWAY 1 IN FORT PIERCE, 59.3 M AF3267'(194.6 FT) EAST OF THE CENTERLINE OF AVIATION WAY, 15.8 M (51.8 FT) AF3267'NORTH OF THE HIGHWAY CENTER, 1.8 M (5.9 FT) SOUTHWEST OF A UTILITY AF3267'POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) AF3267'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND AF3267'SURFACE. AF3267 AF3267 STATION RECOVERY (2003) AF3267 AF3267'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCK) AF3267'DGPS POSITION 27 29.049 N AND 080 21.923 W AF3267 AF3267 STATION RECOVERY (2005) AF3267 AF3267'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES) AF3267'RECOVERED IN GOOD CONDITION.