1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7732 *********************************************************************** AL7732 DESIGNATION - CIT 2 AL7732 PID - AL7732 AL7732 STATE/COUNTY- FL/CITRUS AL7732 USGS QUAD - HOMOSASSA (1988) AL7732 AL7732 *CURRENT SURVEY CONTROL AL7732 ___________________________________________________________________ AL7732* NAD 83(1986)- 28 50 56. (N) 082 36 16. (W) SCALED AL7732* NAVD 88 - 0.825 (meters) 2.71 (feet) POSTED AL7732 ___________________________________________________________________ AL7732 GEOID HEIGHT- -27.09 (meters) GEOID99 AL7732 DYNAMIC HT - 0.820 (meters) 2.69 (feet) COMP AL7732 MODELED GRAV- 979,224.4 (mgal) NAVD 88 AL7732 AL7732 VERT ORDER - * POSTED, Code NC , SEE BELOW AL7732 AL7732.The horizontal coordinates were scaled from a topographic map and have AL7732.an estimated accuracy of +/- 6 seconds. AL7732 AL7732.The orthometric height was determined by differential leveling AL7732.and adjusted by the National Geodetic Survey in 1992. AL7732.No vertical observational check was made to the station. AL7732.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark AL7732.was located on a no-check spur therefore a value was not computed. AL7732 AL7732.The geoid height was determined by GEOID99. AL7732 AL7732.The dynamic height is computed by dividing the NAVD 88 AL7732.geopotential number by the normal gravity value computed on the AL7732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7732.degrees latitude (g = 980.6199 gals.). AL7732 AL7732.The modeled gravity was interpolated from observed gravity values. AL7732 AL7732; North East Units Estimated Accuracy AL7732;SPC FL W - 500,430. 141,020. MT (+/- 180 meters Scaled) AL7732 AL7732 SUPERSEDED SURVEY CONTROL AL7732 AL7732.No superseded survey control is available for this station. AL7732 AL7732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM434923(NAD 83) AL7732_MARKER: DB = BENCH MARK DISK AL7732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7732_STAMPING: CIT 2 1985 BSM AL7732_MARK LOGO: FLDNR AL7732_PROJECTION: RECESSED 10 CENTIMETERS AL7732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7732+STABILITY: SURFACE MOTION AL7732 AL7732 HISTORY - Date Condition Report By AL7732 HISTORY - 1985 MONUMENTED FLDNR AL7732 HISTORY - 19900123 GOOD USPSQD AL7732 HISTORY - 19910118 GOOD USPSQD AL7732 HISTORY - 19910411 GOOD USPSQD AL7732 HISTORY - 19931210 GOOD USPSQD AL7732 HISTORY - 20010331 GOOD NGS AL7732 AL7732 STATION DESCRIPTION AL7732 AL7732'DESCRIBED BY FL DEPT OF NAT RES 1985 AL7732'5.1 MI NW FROM HOMOSASSA SPRINGS. AL7732'BEGIN AT THE HOMOSASSA SPRINGS POST OFFICE, GO 3.4 MILES NORTH ON AL7732'U.S. HIGHWAY 19 TO THE JUNCTION OF COUNTY ROAD C-494, GO 1.7 MILES AL7732'WEST ON C-494 TO THE MARK. THE MARK BEARS 18.8 FEET NORTHWEST OF THE AL7732'CENTERLINE OF C-494, 34 FEET SOUTHWEST OF THE EXTENDED CENTERLINE OF AL7732'HOLLOW OAK ROAD, 46.7 FEET WEST-NORTHWEST OF, AND ACROSS THE HIGHWAY AL7732'FROM, A POWER POLE, 17.8 FEET SOUTHWEST OF TELEPHONE CABLE BOX 628, AL7732'AND 2 FEET SOUTHEAST OF A WITNESS POST. AL7732'THE MARK IS 1 FT BELOW HIGHWAY. AL7732 AL7732 STATION RECOVERY (1990) AL7732 AL7732'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7732'RECOVERED IN GOOD CONDITION. AL7732 AL7732 STATION RECOVERY (1991) AL7732 AL7732'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7732'RECOVERED IN GOOD CONDITION. AL7732 AL7732 STATION RECOVERY (1991) AL7732 AL7732'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT) AL7732'RECOVERED IN GOOD CONDITION. AL7732 AL7732 STATION RECOVERY (1993) AL7732 AL7732'RECOVERY NOTE BY US POWER SQUADRON 1993 AL7732'RECOVERED IN GOOD CONDITION. AL7732 AL7732 STATION RECOVERY (2001) AL7732 AL7732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AL7732'THIS REPORT WAS SUBMMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7733 *********************************************************************** AL7733 DESIGNATION - CIT 3 AL7733 PID - AL7733 AL7733 STATE/COUNTY- FL/CITRUS AL7733 USGS QUAD - HOMOSASSA (1988) AL7733 AL7733 *CURRENT SURVEY CONTROL AL7733 ___________________________________________________________________ AL7733* NAD 83(1986)- 28 50 21. (N) 082 36 54. (W) SCALED AL7733* NAVD 88 - 0.815 (meters) 2.67 (feet) POSTED AL7733 ___________________________________________________________________ AL7733 GEOID HEIGHT- -27.06 (meters) GEOID99 AL7733 DYNAMIC HT - 0.810 (meters) 2.66 (feet) COMP AL7733 MODELED GRAV- 979,224.4 (mgal) NAVD 88 AL7733 AL7733 VERT ORDER - * POSTED, Code NC , SEE BELOW AL7733 AL7733.The horizontal coordinates were scaled from a topographic map and have AL7733.an estimated accuracy of +/- 6 seconds. AL7733 AL7733.The orthometric height was determined by differential leveling AL7733.and adjusted by the National Geodetic Survey in 1992. AL7733.No vertical observational check was made to the station. AL7733.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark AL7733.was located on a no-check spur therefore a value was not computed. AL7733 AL7733.The geoid height was determined by GEOID99. AL7733 AL7733.The dynamic height is computed by dividing the NAVD 88 AL7733.geopotential number by the normal gravity value computed on the AL7733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7733.degrees latitude (g = 980.6199 gals.). AL7733 AL7733.The modeled gravity was interpolated from observed gravity values. AL7733 AL7733; North East Units Estimated Accuracy AL7733;SPC FL W - 499,360. 139,990. MT (+/- 180 meters Scaled) AL7733 AL7733 SUPERSEDED SURVEY CONTROL AL7733 AL7733.No superseded survey control is available for this station. AL7733 AL7733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM424912(NAD 83) AL7733_MARKER: DB = BENCH MARK DISK AL7733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7733_STAMPING: CIT 3 1985 BSM AL7733_MARK LOGO: FLDNR AL7733_PROJECTION: RECESSED 3 CENTIMETERS AL7733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7733+STABILITY: SURFACE MOTION AL7733 AL7733 HISTORY - Date Condition Report By AL7733 HISTORY - 1985 MONUMENTED FLDNR AL7733 HISTORY - 1987 GOOD USPSQD AL7733 HISTORY - 19900123 GOOD USPSQD AL7733 HISTORY - 19910118 GOOD USPSQD AL7733 HISTORY - 19910411 GOOD USPSQD AL7733 HISTORY - 19931210 GOOD USPSQD AL7733 HISTORY - 20010331 GOOD NGS AL7733 AL7733 STATION DESCRIPTION AL7733 AL7733'DESCRIBED BY FL DEPT OF NAT RES 1985 AL7733'6.2 MI NW FROM HOMOSASSA SPRINGS. AL7733'BEGIN AT THE HOMOSASSA SPRINGS POST OFFICE, GO 3.4 MILES NORTH ON AL7733'U.S. HIGHWAY 19 TO THE JUNCTION OF COUNTY ROAD C-494, GO 2.8 MILES AL7733'WEST ON C-494 TO THE MARK. THE MARK BEARS 19.2 FEET SOUTHEAST OF THE AL7733'CENTERLINE OF C-494, 13.5 FEET NORTHEAST OF THE CENTERLINE OF A DIM AL7733'TRAIL, 37 FEET SOUTHEAST OF, AND ACROSS THE HIGHWAY FROM, A POWER AL7733'POLE, 14.7 FEET SOUTHWEST OF A 16-INCH DIAMETER OAK TREE, AND 1.6 AL7733'FEET NORTHWEST OF A WITNESS POST. AL7733'THE MARK IS 2 FT BELOW HIGHWAY. AL7733 AL7733 STATION RECOVERY (1987) AL7733 AL7733'RECOVERY NOTE BY US POWER SQUADRON 1987 (USP) AL7733'RECOVERED IN GOOD CONDITION. AL7733 AL7733 STATION RECOVERY (1990) AL7733 AL7733'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7733'RECOVERED IN GOOD CONDITION. AL7733 AL7733 STATION RECOVERY (1991) AL7733 AL7733'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7733'RECOVERED IN GOOD CONDITION. AL7733 AL7733 STATION RECOVERY (1991) AL7733 AL7733'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT) AL7733'RECOVERED IN GOOD CONDITION. AL7733 AL7733 STATION RECOVERY (1993) AL7733 AL7733'RECOVERY NOTE BY US POWER SQUADRON 1993 AL7733'RECOVERED IN GOOD CONDITION. AL7733 AL7733 STATION RECOVERY (2001) AL7733 AL7733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AL7733'THIS REPORT WAS SUBMMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL7734 *********************************************************************** AL7734 DESIGNATION - CIT 4 AL7734 PID - AL7734 AL7734 STATE/COUNTY- FL/CITRUS AL7734 USGS QUAD - OZELLO (1994) AL7734 AL7734 *CURRENT SURVEY CONTROL AL7734 ___________________________________________________________________ AL7734* NAD 83(1986)- 28 50 10. (N) 082 37 49. (W) SCALED AL7734* NAVD 88 - 1.031 (meters) 3.38 (feet) POSTED AL7734 ___________________________________________________________________ AL7734 GEOID HEIGHT- -27.04 (meters) GEOID99 AL7734 DYNAMIC HT - 1.030 (meters) 3.38 (feet) COMP AL7734 MODELED GRAV- 979,224.7 (mgal) NAVD 88 AL7734 AL7734 VERT ORDER - * POSTED, Code NC , SEE BELOW AL7734 AL7734.The horizontal coordinates were scaled from a topographic map and have AL7734.an estimated accuracy of +/- 6 seconds. AL7734 AL7734.The orthometric height was determined by differential leveling AL7734.and adjusted by the National Geodetic Survey in 1992. AL7734.No vertical observational check was made to the station. AL7734.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark AL7734.was located on a no-check spur therefore a value was not computed. AL7734 AL7734.The geoid height was determined by GEOID99. AL7734 AL7734.The dynamic height is computed by dividing the NAVD 88 AL7734.geopotential number by the normal gravity value computed on the AL7734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7734.degrees latitude (g = 980.6199 gals.). AL7734 AL7734.The modeled gravity was interpolated from observed gravity values. AL7734 AL7734; North East Units Estimated Accuracy AL7734;SPC FL W - 499,030. 138,490. MT (+/- 180 meters Scaled) AL7734 AL7734 SUPERSEDED SURVEY CONTROL AL7734 AL7734.No superseded survey control is available for this station. AL7734 AL7734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM409909(NAD 83) AL7734_MARKER: DB = BENCH MARK DISK AL7734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7734_STAMPING: CIT 4 1985 BSM AL7734_MARK LOGO: FLDNR AL7734_PROJECTION: RECESSED 3 CENTIMETERS AL7734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7734+STABILITY: SURFACE MOTION AL7734 AL7734 HISTORY - Date Condition Report By AL7734 HISTORY - 1985 MONUMENTED FLDNR AL7734 HISTORY - 1986 GOOD LOCSUR AL7734 HISTORY - 19910118 GOOD USPSQD AL7734 HISTORY - 19910411 GOOD USPSQD AL7734 HISTORY - 19931210 GOOD USPSQD AL7734 HISTORY - 20010331 GOOD NGS AL7734 AL7734 STATION DESCRIPTION AL7734 AL7734'DESCRIBED BY FL DEPT OF NAT RES 1985 AL7734'7.2 MI NW FROM HOMOSASSA SPRINGS. AL7734'BEGIN AT THE HOMOSASSA SPRINGS POST OFFICE, GO 3.4 MILES NORTH ON AL7734'U.S. HIGHWAY 19 TO THE JUNCTION OF COUNTY ROAD C-494, GO 3.8 MILES AL7734'WEST ON C-494 TO THE MARK. THE MARK BEARS 19 FEET NORTH OF THE AL7734'CENTERLINE OF C-494, 4.3 FEET EAST OF A POWER POLE, 29 FEET WEST OF AL7734'THE CENTERLINE OF A DIM TRAIL, AND 1.5 FEET SOUTH OF A WITNESS POST. AL7734'THE MARK IS ABOVE LEVEL WITH HIGHWAY. AL7734 AL7734 STATION RECOVERY (1986) AL7734 AL7734'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (WHT) AL7734'RECOVERED IN GOOD CONDITION. AL7734 AL7734 STATION RECOVERY (1991) AL7734 AL7734'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7734'RECOVERED IN GOOD CONDITION. AL7734 AL7734 STATION RECOVERY (1991) AL7734 AL7734'RECOVERY NOTE BY US POWER SQUADRON 1991 (CWT) AL7734'RECOVERED IN GOOD CONDITION. AL7734 AL7734 STATION RECOVERY (1993) AL7734 AL7734'RECOVERY NOTE BY US POWER SQUADRON 1993 AL7734'RECOVERED IN GOOD CONDITION. AL7734 AL7734 STATION RECOVERY (2001) AL7734 AL7734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AL7734'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL8244 *********************************************************************** AL8244 DESIGNATION - CR 50A AL8244 PID - AL8244 AL8244 STATE/COUNTY- FL/CITRUS AL8244 USGS QUAD - RED LEVEL (1992) AL8244 AL8244 *CURRENT SURVEY CONTROL AL8244 ___________________________________________________________________ AL8244* NAD 83(1999)- 28 57 33.86745(N) 082 37 50.89819(W) ADJUSTED AL8244* NAVD 88 - 3.5 (meters) 11. (feet) GPS OBS AL8244 ___________________________________________________________________ AL8244 X - 716,345.181 (meters) COMP AL8244 Y - -5,538,866.612 (meters) COMP AL8244 Z - 3,069,953.941 (meters) COMP AL8244 LAPLACE CORR- -1.17 (seconds) DEFLEC99 AL8244 ELLIP HEIGHT- -23.77 (meters) (05/31/01) GPS OBS AL8244 GEOID HEIGHT- -27.24 (meters) GEOID99 AL8244 AL8244 HORZ ORDER - FIRST AL8244 ELLP ORDER - FOURTH CLASS I AL8244 AL8244.The horizontal coordinates were established by GPS observations AL8244.and adjusted by the National Geodetic Survey in May 2001. AL8244 AL8244.The orthometric height was determined by GPS observations and a AL8244.high-resolution geoid model. AL8244 AL8244.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL8244 AL8244.The Laplace correction was computed from DEFLEC99 derived deflections. AL8244 AL8244.The ellipsoidal height was determined by GPS observations AL8244.and is referenced to NAD 83. AL8244 AL8244.The geoid height was determined by GEOID99. AL8244 AL8244; North East Units Scale Converg. AL8244;SPC FL W - 512,695.122 138,513.998 MT 0.99998781 -0 18 19.6 AL8244;UTM 17 - 3,204,583.563 341,086.199 MT 0.99991164 -0 47 23.2 AL8244 AL8244: Primary Azimuth Mark Grid Az AL8244:SPC FL W - CR 50 087 42 40.5 AL8244:UTM 17 - CR 50 088 11 44.1 AL8244 AL8244|---------------------------------------------------------------------| AL8244| PID Reference Object Distance Geod. Az | AL8244| dddmmss.s | AL8244| AL8252 CR 50 APPROX. 1.1 KM 0872420.9 | AL8244|---------------------------------------------------------------------| AL8244 AL8244 SUPERSEDED SURVEY CONTROL AL8244 AL8244 NAD 83(1990)- 28 57 33.86638(N) 082 37 50.89780(W) AD( ) 1 AL8244 ELLIP HT - -23.81 (m) (09/06/00) GP( ) 3 1 AL8244 NAD 83(1990)- 28 57 33.86634(N) 082 37 50.89826(W) AD( ) 1 AL8244 ELLIP HT - -23.65 (m) (08/31/94) GP( ) 4 1 AL8244 AL8244.Superseded values are not recommended for survey control. AL8244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL8244.See file dsdata.txt to determine how the superseded data were derived. AL8244 AL8244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4108604584(NAD 83) AL8244_MARKER: DD = SURVEY DISK AL8244_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AL8244_STAMPING: CR 50A AL8244_MARK LOGO: FLDNR AL8244_PROJECTION: FLUSH AL8244_MAGNETIC: N = NO MAGNETIC MATERIAL AL8244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL8244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL8244+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2000 AL8244_ROD/PIPE-DEPTH: 1.52 meters AL8244 AL8244 HISTORY - Date Condition Report By AL8244 HISTORY - 1993 MONUMENTED GENGRP AL8244 HISTORY - 20000109 GOOD DCJOHN AL8244 HISTORY - 20010331 GOOD NGS AL8244 AL8244 STATION DESCRIPTION AL8244 AL8244'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1993 AL8244'THE STATION IS LOCATED APPROXIMATELY 5 MI (8.0 KM) NORTH OF CRYSTAL AL8244'RIVER AT THE INTERSECTION OF WEST POWERLINE ROAD AND U.S.19 IN THE AL8244'SOUTHWEST CORNER OF THE INTERSECTION. THE STATION IS LOCATED 18.7 FT AL8244'(5.7 M) NORTH OF THE RAILROAD TRACKS (NORTHERN RAIL) AND 102.4 FT AL8244'(31.2 M) NORTHWEST OF A CONCRETE LIGHT POLE AND 53.5 FT (16.3 M) AL8244'SOUTH OF A PK. AND DISK IN A WOOD LIGHT POLE LOCATED ON THE NORTH SIDE AL8244'OF WEST POWERLINE ROAD AND 6.4 FT (2.0 M) SOUTH OF THE SOUTH EDGE OF AL8244'PAVEMENT OF W. POWERLINE ROAD . THE STATION IS FLUSH WITH THE GROUND. AL8244 AL8244 STATION RECOVERY (2000) AL8244 AL8244'RECOVERY NOTE BY DC JOHNSON ASSOC 2000 (ARG) AL8244'RECOVERED AS DESCRIBED. AL8244 AL8244 STATION RECOVERY (2001) AL8244 AL8244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AL8244'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL8250 *********************************************************************** AL8250 DESIGNATION - CR 51 AL8250 PID - AL8250 AL8250 STATE/COUNTY- FL/CITRUS AL8250 USGS QUAD - CRYSTAL RIVER (1988) AL8250 AL8250 *CURRENT SURVEY CONTROL AL8250 ___________________________________________________________________ AL8250* NAD 83(1999)- 28 55 38.16388(N) 082 36 51.27739(W) ADJUSTED AL8250* NAVD 88 - 2.4 (meters) 8. (feet) GPS OBS AL8250 ___________________________________________________________________ AL8250 X - 718,167.638 (meters) COMP AL8250 Y - -5,540,367.938 (meters) COMP AL8250 Z - 3,066,836.108 (meters) COMP AL8250 LAPLACE CORR- -1.12 (seconds) DEFLEC99 AL8250 ELLIP HEIGHT- -24.91 (meters) (06/19/01) GPS OBS AL8250 GEOID HEIGHT- -27.21 (meters) GEOID99 AL8250 AL8250 HORZ ORDER - FIRST AL8250 ELLP ORDER - FOURTH CLASS I AL8250 AL8250.The horizontal coordinates were established by GPS observations AL8250.and adjusted by the National Geodetic Survey in June 2001. AL8250 AL8250.The orthometric height was determined by GPS observations and a AL8250.high-resolution geoid model. AL8250 AL8250.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL8250 AL8250.The Laplace correction was computed from DEFLEC99 derived deflections. AL8250 AL8250.The ellipsoidal height was determined by GPS observations AL8250.and is referenced to NAD 83. AL8250 AL8250.The geoid height was determined by GEOID99. AL8250 AL8250; North East Units Scale Converg. AL8250;SPC FL W - 509,124.511 140,109.821 MT 0.99998542 -0 17 49.6 AL8250;UTM 17 - 3,200,999.876 342,651.675 MT 0.99990553 -0 46 51.5 AL8250 AL8250: Primary Azimuth Mark Grid Az AL8250:SPC FL W - CR 51A 336 42 27.4 AL8250:UTM 17 - CR 51A 337 11 29.3 AL8250 AL8250|---------------------------------------------------------------------| AL8250| PID Reference Object Distance Geod. Az | AL8250| dddmmss.s | AL8250| AL8247 CR 51A APPROX. 0.9 KM 3362437.8 | AL8250|---------------------------------------------------------------------| AL8250 AL8250 SUPERSEDED SURVEY CONTROL AL8250 AL8250 NAD 83(1990)- 28 55 38.16286(N) 082 36 51.27708(W) AD( ) 1 AL8250 ELLIP HT - -24.78 (m) (08/31/94) GP( ) 4 1 AL8250 AL8250.Superseded values are not recommended for survey control. AL8250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL8250.See file dsdata.txt to determine how the superseded data were derived. AL8250 AL8250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4265201000(NAD 83) AL8250_MARKER: DD = SURVEY DISK AL8250_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AL8250_STAMPING: CR 51 AL8250_MARK LOGO: FLDNR AL8250_PROJECTION: RECESSED 10 CENTIMETERS AL8250_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AL8250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL8250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL8250+SATELLITE: SATELLITE OBSERVATIONS - 1993 AL8250_ROD/PIPE-DEPTH: 7.32 meters AL8250 AL8250 HISTORY - Date Condition Report By AL8250 HISTORY - 1993 MONUMENTED GENGRP AL8250 HISTORY - 20010331 GOOD NGS AL8250 AL8250 STATION DESCRIPTION AL8250 AL8250'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1993 AL8250'THE STATION IS LOCATED NORTH OF CRYSTAL RIVER IN THE GRASS MEDIAN OF AL8250'U.S.HIGHWAY 19. PROCEED SOUTH FROM THE INTERSECTION OF U.S.HIGHWAY 19 AL8250'AND WEST POWERLINE ROAD (COAST LINE R.R. SEABOARD TRACKS) 2.4 MI AL8250'(3.9 KM) TO THE STATION ON THE LEFT. THE STATION IS LOCATED NORTHEAST AL8250'OF THE COMFORT INN HOTEL AND 12 FT (3.7 M) EAST OF THE EDGE OF AL8250'PAVEMENT OF THE SOUTHBOUND LANES AND 29 FT (8.8 M) WEST OF THE EDGE AL8250'OF PAVEMENT OF THE NORTHBOUND LANES.THE STATION IS 10 CM BELOW AL8250'GROUND. AL8250 AL8250 STATION RECOVERY (2001) AL8250 AL8250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AL8250'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL8246 *********************************************************************** AL8246 DESIGNATION - CR 52 AL8246 PID - AL8246 AL8246 STATE/COUNTY- FL/CITRUS AL8246 USGS QUAD - CRYSTAL RIVER (1988) AL8246 AL8246 *CURRENT SURVEY CONTROL AL8246 ___________________________________________________________________ AL8246* NAD 83(1999)- 28 54 27.89387(N) 082 36 15.13766(W) ADJUSTED AL8246* NAVD 88 - 2.4 (meters) 8. (feet) GPS OBS AL8246 ___________________________________________________________________ AL8246 X - 719,273.006 (meters) COMP AL8246 Y - -5,541,279.361 (meters) COMP AL8246 Z - 3,064,942.389 (meters) COMP AL8246 LAPLACE CORR- -1.09 (seconds) DEFLEC99 AL8246 ELLIP HEIGHT- -25.00 (meters) (06/19/01) GPS OBS AL8246 GEOID HEIGHT- -27.19 (meters) GEOID99 AL8246 AL8246 HORZ ORDER - FIRST AL8246 ELLP ORDER - FOURTH CLASS I AL8246 AL8246.The horizontal coordinates were established by GPS observations AL8246.and adjusted by the National Geodetic Survey in June 2001. AL8246 AL8246.The orthometric height was determined by GPS observations and a AL8246.high-resolution geoid model. AL8246 AL8246.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL8246 AL8246.The Laplace correction was computed from DEFLEC99 derived deflections. AL8246 AL8246.The ellipsoidal height was determined by GPS observations AL8246.and is referenced to NAD 83. AL8246 AL8246.The geoid height was determined by GEOID99. AL8246 AL8246; North East Units Scale Converg. AL8246;SPC FL W - 506,956.113 141,077.616 MT 0.99998400 -0 17 31.5 AL8246;UTM 17 - 3,198,823.562 343,601.053 MT 0.99990186 -0 46 32.3 AL8246 AL8246: Primary Azimuth Mark Grid Az AL8246:SPC FL W - CR 52A 336 01 18.8 AL8246:UTM 17 - CR 52A 336 30 19.6 AL8246 AL8246|---------------------------------------------------------------------| AL8246| PID Reference Object Distance Geod. Az | AL8246| dddmmss.s | AL8246| AL8251 CR 52A APPROX. 0.9 KM 3354347.3 | AL8246|---------------------------------------------------------------------| AL8246 AL8246 SUPERSEDED SURVEY CONTROL AL8246 AL8246 NAD 83(1990)- 28 54 27.89271(N) 082 36 15.13727(W) AD( ) 1 AL8246 ELLIP HT - -24.82 (m) (08/31/94) GP( ) 4 1 AL8246 AL8246.Superseded values are not recommended for survey control. AL8246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL8246.See file dsdata.txt to determine how the superseded data were derived. AL8246 AL8246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4360198824(NAD 83) AL8246_MARKER: DD = SURVEY DISK AL8246_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AL8246_STAMPING: CR 52 AL8246_MARK LOGO: FLDNR AL8246_PROJECTION: RECESSED 10 CENTIMETERS AL8246_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AL8246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL8246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL8246+SATELLITE: SATELLITE OBSERVATIONS - 1993 AL8246_ROD/PIPE-DEPTH: 12.2 meters AL8246 AL8246 HISTORY - Date Condition Report By AL8246 HISTORY - 1993 MONUMENTED GENGRP AL8246 HISTORY - 20010331 GOOD NGS AL8246 AL8246 STATION DESCRIPTION AL8246 AL8246'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1993 AL8246'THE STATION IS LOCATED IN CRYSTAL RIVER IN THE EAST RIGHT OF WAY OF AL8246'U.S.HIGHWAY 19 252 FT (76.8 M) NORTH OF THE SOUTH ENTRANCE TO THE AL8246'CRYSTAL RIVER MALL AND 169.5 FT (51.7 M) SOUTH OF THE MAIN ENTRANCE AL8246'(SIGN FOR MALL) TO THE CRYSTAL RIVER MALL. THE STATION IS LOCATED AL8246'10.7 FT (3.3 M) EAST OF THE EAST EDGE OF PAVEMENT OF U.S. 19 AND 5.3 AL8246'FT (1.6 M) WEST OF A 5 FT (1.5 M) SIDE WALK AND 53.6 FT (16.3 M) AL8246'SOUTHWEST OF A PK.NAIL AND DISK SET IN A POWER POLE (LOCATED SOUTH OF AL8246'A FIRE HYDRANT). THE ALUMINUM ROD AND DISK IS 10 CM BELOW THE GROUND. AL8246 AL8246 STATION RECOVERY (2001) AL8246 AL8246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AL8246'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AL8251 *********************************************************************** AL8251 DESIGNATION - CR 52A AL8251 PID - AL8251 AL8251 STATE/COUNTY- FL/CITRUS AL8251 USGS QUAD - CRYSTAL RIVER (1988) AL8251 AL8251 *CURRENT SURVEY CONTROL AL8251 ___________________________________________________________________ AL8251* NAD 83(1999)- 28 54 53.67582(N) 082 36 28.34992(W) ADJUSTED AL8251* NAVD 88 - 2.0 (meters) 7. (feet) GPS OBS AL8251 ___________________________________________________________________ AL8251 X - 718,868.648 (meters) COMP AL8251 Y - -5,540,944.573 (meters) COMP AL8251 Z - 3,065,637.052 (meters) COMP AL8251 LAPLACE CORR- -1.10 (seconds) DEFLEC99 AL8251 ELLIP HEIGHT- -25.34 (meters) (06/19/01) GPS OBS AL8251 GEOID HEIGHT- -27.20 (meters) GEOID99 AL8251 AL8251 HORZ ORDER - FIRST AL8251 ELLP ORDER - FOURTH CLASS I AL8251 AL8251.The horizontal coordinates were established by GPS observations AL8251.and adjusted by the National Geodetic Survey in June 2001. AL8251 AL8251.The orthometric height was determined by GPS observations and a AL8251.high-resolution geoid model. AL8251 AL8251.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL8251 AL8251.The Laplace correction was computed from DEFLEC99 derived deflections. AL8251 AL8251.The ellipsoidal height was determined by GPS observations AL8251.and is referenced to NAD 83. AL8251 AL8251.The geoid height was determined by GEOID99. AL8251 AL8251; North East Units Scale Converg. AL8251;SPC FL W - 507,751.677 140,723.773 MT 0.99998452 -0 17 38.1 AL8251;UTM 17 - 3,199,622.019 343,253.965 MT 0.99990320 -0 46 39.3 AL8251 AL8251: Primary Azimuth Mark Grid Az AL8251:SPC FL W - CR 52 156 01 19.0 AL8251:UTM 17 - CR 52 156 30 20.2 AL8251 AL8251|---------------------------------------------------------------------| AL8251| PID Reference Object Distance Geod. Az | AL8251| dddmmss.s | AL8251| AL8246 CR 52 APPROX. 0.9 KM 1554340.9 | AL8251|---------------------------------------------------------------------| AL8251 AL8251 SUPERSEDED SURVEY CONTROL AL8251 AL8251 NAD 83(1990)- 28 54 53.67482(N) 082 36 28.34957(W) AD( ) 1 AL8251 ELLIP HT - -25.20 (m) (08/31/94) GP( ) 4 1 AL8251 AL8251.Superseded values are not recommended for survey control. AL8251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL8251.See file dsdata.txt to determine how the superseded data were derived. AL8251 AL8251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4325499622(NAD 83) AL8251_MARKER: DD = SURVEY DISK AL8251_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AL8251_STAMPING: R52A AL8251_MARK LOGO: FLDNR AL8251_PROJECTION: RECESSED 10 CENTIMETERS AL8251_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AL8251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL8251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL8251+SATELLITE: SATELLITE OBSERVATIONS - 1993 AL8251_ROD/PIPE-DEPTH: 3.66 meters AL8251 AL8251 HISTORY - Date Condition Report By AL8251 HISTORY - 1993 MONUMENTED GENGRP AL8251 HISTORY - 20010331 MARK NOT FOUND NGS AL8251 AL8251 STATION DESCRIPTION AL8251 AL8251'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1993 AL8251'THE STATION IS LOCATED IN CRYSTAL RIVER 1165 FT (355.1 M) NORTH OF THE AL8251'NORTH ENTRANCE OF CRYSTAL RIVER MALL ON THE EAST RIGHT OF WAY OF AL8251'U.S.HIGHWAY 19. THE STATION IS 155 FT (47.2 M) SOUTH OF THE AL8251'CENTERLINE OF THE PAVED TURN-AROUND BETWEEN GRASS MEDIANS AND 14.1 FT AL8251'(4.3 M) EAST OF THE EAST EDGE OF PAVEMENT OF THE NORTHBOUND LANES AND AL8251'122 FT (37.2 M) SOUTHWEST OF A PK.NAIL AND DISK SET IN A POWERPOLE AL8251'AND 121.9 FT (37.2 M) NORTH OF A PK. NAIL AND DISK SET IN A 12 INCH AL8251'PALM. THE ALUMINUM ROD AND DISK ARE 10 CM BELOW GROUND. AL8251 AL8251 STATION RECOVERY (2001) AL8251 AL8251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AL8251'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.