1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7302 *********************************************************************** AL7302 DESIGNATION - 11 14 AL7302 PID - AL7302 AL7302 STATE/COUNTY- FL/CITRUS AL7302 USGS QUAD - HOMOSASSA (1988) AL7302 AL7302 *CURRENT SURVEY CONTROL AL7302 ___________________________________________________________________ AL7302* NAD 83(1986)- 28 45 59. (N) 082 33 11. (W) SCALED AL7302* NAVD 88 - 3.072 (meters) 10.08 (feet) POSTED AL7302 ___________________________________________________________________ AL7302 GEOID HEIGHT- -26.99 (meters) GEOID03 AL7302 DYNAMIC HT - 3.070 (meters) 10.07 (feet) COMP AL7302 MODELED GRAV- 979,222.4 (mgal) NAVD 88 AL7302 AL7302 VERT ORDER - * POSTED, Code A , SEE BELOW AL7302 AL7302.The horizontal coordinates were scaled from a topographic map and have AL7302.an estimated accuracy of +/- 6 seconds. AL7302 AL7302.The orthometric height was determined by differential leveling AL7302.and adjusted by the National Geodetic Survey in 1992. AL7302.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7302.rate of 0.0 thru 1.0 mm/km. AL7302 AL7302.The geoid height was determined by GEOID03. AL7302 AL7302.The dynamic height is computed by dividing the NAVD 88 AL7302.geopotential number by the normal gravity value computed on the AL7302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7302.degrees latitude (g = 980.6199 gals.). AL7302 AL7302.The modeled gravity was interpolated from observed gravity values. AL7302 AL7302; North East Units Estimated Accuracy AL7302;SPC FL W - 491,270. 145,990. MT (+/- 180 meters Scaled) AL7302 AL7302 SUPERSEDED SURVEY CONTROL AL7302 AL7302.No superseded survey control is available for this station. AL7302 AL7302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM483830(NAD 83) AL7302_MARKER: DB = BENCH MARK DISK AL7302_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AL7302_SP_SET: CULVERT HEADWALL AL7302_STAMPING: 11 14 AL7302_MARK LOGO: FLSRD AL7302_MAGNETIC: N = NO MAGNETIC MATERIAL AL7302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7302+STABILITY: SURFACE MOTION AL7302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL7302+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004 AL7302 AL7302 HISTORY - Date Condition Report By AL7302 HISTORY - 1999 MONUMENTED FLDT AL7302 HISTORY - 1977 GOOD FLDNR AL7302 HISTORY - 1988 GOOD USPSQD AL7302 HISTORY - 1988 GOOD USPSQD AL7302 HISTORY - 19900226 GOOD USPSQD AL7302 HISTORY - 19910214 GOOD USPSQD AL7302 HISTORY - 19990414 GOOD USPSQD AL7302 HISTORY - 20040207 GOOD FLDEP AL7302 AL7302 STATION DESCRIPTION AL7302 AL7302'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7302'3.30 MI SSE FROM HOMOSASSA SPRINGS. AL7302'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19/98 AND STATE ROAD AL7302'490 AT HOMOSASSA SPRINGS. PROCEED SOUTH SOUTHEAST ALONG U.S. AL7302'HIGHWAY 19/98 FOR 3.30 MILES TO THE MARK ON THE LEFT, WHICH BEARS AL7302'23 FEET EAST OF THE CENTER LINE OF THE NORTH BOUND LANE OF U.S. AL7302'HIGHWAY 19/98, 51 FEET SOUTHWEST OF A POWER POLE, 9.5 FEET NORTH AL7302'OF THE SOUTH END OF A HEADWALL, 19.3 FEET SOUTH OF THE NORTH END AL7302'OF A HEADWALL. AL7302 AL7302 STATION RECOVERY (1988) AL7302 AL7302'RECOVERY NOTE BY US POWER SQUADRON 1988 (GRP) AL7302'RECOVERED IN GOOD CONDITION. AL7302 AL7302 STATION RECOVERY (1988) AL7302 AL7302'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS) AL7302'RECOVERED IN GOOD CONDITION. AL7302 AL7302 STATION RECOVERY (1990) AL7302 AL7302'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7302'RECOVERED IN GOOD CONDITION. AL7302 AL7302 STATION RECOVERY (1991) AL7302 AL7302'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7302'RECOVERED IN GOOD CONDITION. AL7302 AL7302 STATION RECOVERY (1999) AL7302 AL7302'RECOVERY NOTE BY US POWER SQUADRON 1999 AL7302'RECOVERED IN GOOD CONDITION. AL7302 AL7302 STATION RECOVERY (2004) AL7302 AL7302'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7302'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7304 *********************************************************************** AL7304 DESIGNATION - 11 32 AL7304 PID - AL7304 AL7304 STATE/COUNTY- FL/CITRUS AL7304 USGS QUAD - CHASSAHOWITZKA (1988) AL7304 AL7304 *CURRENT SURVEY CONTROL AL7304 ___________________________________________________________________ AL7304* NAD 83(1986)- 28 44 34. (N) 082 33 09. (W) SCALED AL7304* NAVD 88 - 3.125 (meters) 10.25 (feet) POSTED AL7304 ___________________________________________________________________ AL7304 GEOID HEIGHT- -26.93 (meters) GEOID03 AL7304 DYNAMIC HT - 3.120 (meters) 10.24 (feet) COMP AL7304 MODELED GRAV- 979,221.8 (mgal) NAVD 88 AL7304 AL7304 VERT ORDER - * POSTED, Code A , SEE BELOW AL7304 AL7304.The horizontal coordinates were scaled from a topographic map and have AL7304.an estimated accuracy of +/- 6 seconds. AL7304 AL7304.The orthometric height was determined by differential leveling AL7304.and adjusted by the National Geodetic Survey in 1992. AL7304.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7304.rate of 0.0 thru 1.0 mm/km. AL7304 AL7304.The geoid height was determined by GEOID03. AL7304 AL7304.The dynamic height is computed by dividing the NAVD 88 AL7304.geopotential number by the normal gravity value computed on the AL7304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7304.degrees latitude (g = 980.6199 gals.). AL7304 AL7304.The modeled gravity was interpolated from observed gravity values. AL7304 AL7304; North East Units Estimated Accuracy AL7304;SPC FL W - 488,650. 146,040. MT (+/- 180 meters Scaled) AL7304 AL7304 SUPERSEDED SURVEY CONTROL AL7304 AL7304.No superseded survey control is available for this station. AL7304 AL7304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM484804(NAD 83) AL7304_MARKER: DB = BENCH MARK DISK AL7304_SETTING: 30 = SET IN A LIGHT STRUCTURE AL7304_SP_SET: CULVERT AL7304_STAMPING: 11 32 AL7304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7304 AL7304 HISTORY - Date Condition Report By AL7304 HISTORY - UNK MONUMENTED FLDT AL7304 HISTORY - 1977 GOOD FLDNR AL7304 HISTORY - 19900226 GOOD USPSQD AL7304 HISTORY - 19910214 GOOD USPSQD AL7304 HISTORY - 19990414 GOOD USPSQD AL7304 HISTORY - 20040207 MARK NOT FOUND FLDEP AL7304 AL7304 STATION DESCRIPTION AL7304 AL7304'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7304'5 MI SSE FROM HOMOSASSA SPRINGS. AL7304'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19/98 AND STATE ROAD AL7304'490 AT HOMOSASSA SPRINGS. PROCEED SOUTH SOUTHEAST ALONG U.S. AL7304'HIGHWAY 19/98 FOR 5 MILES TO THE MARK ON THE LEFT, WHICH BEARS 43 AL7304'FEET EAST OF THE CENTER LINE OF THE NORTH BOUND LANE OF U.S. AL7304'HIGHWAY 19/98, 28 FEET WEST OF A 3 BOART FENCE, 63 FEET NORTHWEST AL7304'OF A POWER POLE, 18.7 FEET SOUTH OF A NORTH END OF A CULVERT. AL7304 AL7304 STATION RECOVERY (1990) AL7304 AL7304'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7304'RECOVERED IN GOOD CONDITION. AL7304 AL7304 STATION RECOVERY (1991) AL7304 AL7304'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7304'RECOVERED IN GOOD CONDITION. AL7304 AL7304 STATION RECOVERY (1999) AL7304 AL7304'RECOVERY NOTE BY US POWER SQUADRON 1999 AL7304'RECOVERED IN GOOD CONDITION. AL7304 AL7304 STATION RECOVERY (2004) AL7304 AL7304'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7304'THE MARK WAS NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7303 *********************************************************************** AL7303 DESIGNATION - 11 53 AL7303 PID - AL7303 AL7303 STATE/COUNTY- FL/CITRUS AL7303 USGS QUAD - HOMOSASSA (1988) AL7303 AL7303 *CURRENT SURVEY CONTROL AL7303 ___________________________________________________________________ AL7303* NAD 83(1986)- 28 45 12. (N) 082 33 10. (W) SCALED AL7303* NAVD 88 - 3.193 (meters) 10.48 (feet) POSTED AL7303 ___________________________________________________________________ AL7303 GEOID HEIGHT- -26.96 (meters) GEOID03 AL7303 DYNAMIC HT - 3.190 (meters) 10.47 (feet) COMP AL7303 MODELED GRAV- 979,222.2 (mgal) NAVD 88 AL7303 AL7303 VERT ORDER - * POSTED, Code A , SEE BELOW AL7303 AL7303.The horizontal coordinates were scaled from a topographic map and have AL7303.an estimated accuracy of +/- 6 seconds. AL7303 AL7303.The orthometric height was determined by differential leveling AL7303.and adjusted by the National Geodetic Survey in 1992. AL7303.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7303.rate of 0.0 thru 1.0 mm/km. AL7303 AL7303.The geoid height was determined by GEOID03. AL7303 AL7303.The dynamic height is computed by dividing the NAVD 88 AL7303.geopotential number by the normal gravity value computed on the AL7303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7303.degrees latitude (g = 980.6199 gals.). AL7303 AL7303.The modeled gravity was interpolated from observed gravity values. AL7303 AL7303; North East Units Estimated Accuracy AL7303;SPC FL W - 489,820. 146,010. MT (+/- 180 meters Scaled) AL7303 AL7303 SUPERSEDED SURVEY CONTROL AL7303 AL7303.No superseded survey control is available for this station. AL7303 AL7303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM483816(NAD 83) AL7303_MARKER: DB = BENCH MARK DISK AL7303_SETTING: 30 = SET IN A LIGHT STRUCTURE AL7303_SP_SET: CULVERT AL7303_STAMPING: 11 53 AL7303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7303 AL7303 HISTORY - Date Condition Report By AL7303 HISTORY - UNK MONUMENTED FLDT AL7303 HISTORY - 1977 GOOD FLDNR AL7303 HISTORY - 1988 GOOD USPSQD AL7303 HISTORY - 19900226 GOOD USPSQD AL7303 HISTORY - 19910214 GOOD USPSQD AL7303 HISTORY - 19990414 GOOD USPSQD AL7303 HISTORY - 20040207 MARK NOT FOUND FLDEP AL7303 AL7303 STATION DESCRIPTION AL7303 AL7303'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7303'4.15 MI SSE FROM HOMOSASSA SPRINGS. AL7303'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19/98 AND STATE ROAD AL7303'490 AT HOMOSASSA SPRINGS. PROCEED SOUTH SOUTHEAST ALONG U.S. HIGHWAY AL7303'19/98 FOR 4.15 MILES TO THE MARK ON THE LEFT, WHICH BEARS 43 FEET AL7303'EAST OF THE NORTH BOUND LANE OF U.S. HIGHWAY 19/98, 59 FEET NORTH AL7303'OF THE ENTRANCE ROAD TO HOMOSASSA CRAB COMPANY, 19.9 FEET SOUTH AL7303'OF THE NORTH END OF A CULVERT. AL7303 AL7303 STATION RECOVERY (1988) AL7303 AL7303'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS) AL7303'RECOVERED IN GOOD CONDITION. AL7303 AL7303 STATION RECOVERY (1990) AL7303 AL7303'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7303'RECOVERED IN GOOD CONDITION. AL7303 AL7303 STATION RECOVERY (1991) AL7303 AL7303'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7303'RECOVERED IN GOOD CONDITION. AL7303 AL7303 STATION RECOVERY (1999) AL7303 AL7303'RECOVERY NOTE BY US POWER SQUADRON 1999 AL7303'RECOVERED IN GOOD CONDITION. AL7303 AL7303 STATION RECOVERY (2004) AL7303 AL7303'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7303'THE MARK WAS NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7268 *********************************************************************** AL7268 TIDAL BM - This is a Tidal Bench Mark. AL7268 DESIGNATION - 4.200 7 AL7268 PID - AL7268 AL7268 STATE/COUNTY- FL/CITRUS AL7268 USGS QUAD - CRYSTAL RIVER (1988) AL7268 AL7268 *CURRENT SURVEY CONTROL AL7268 ___________________________________________________________________ AL7268* NAD 83(1986)- 28 54 01. (N) 082 35 36. (W) SCALED AL7268* NAVD 88 - 1.024 (meters) 3.36 (feet) POSTED AL7268 ___________________________________________________________________ AL7268 GEOID HEIGHT- -27.25 (meters) GEOID03 AL7268 DYNAMIC HT - 1.020 (meters) 3.35 (feet) COMP AL7268 MODELED GRAV- 979,225.5 (mgal) NAVD 88 AL7268 AL7268 VERT ORDER - * POSTED, Code A , SEE BELOW AL7268 AL7268.The horizontal coordinates were scaled from a topographic map and have AL7268.an estimated accuracy of +/- 6 seconds. AL7268 AL7268.The orthometric height was determined by differential leveling AL7268.and adjusted by the National Geodetic Survey in 1992. AL7268.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7268.rate of 0.0 thru 1.0 mm/km. AL7268 AL7268.This Tidal Bench Mark is designated as VM 7799 AL7268.by the Center for Operational Oceanographic Products and Services. AL7268 AL7268.The geoid height was determined by GEOID03. AL7268 AL7268.The dynamic height is computed by dividing the NAVD 88 AL7268.geopotential number by the normal gravity value computed on the AL7268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7268.degrees latitude (g = 980.6199 gals.). AL7268 AL7268.The modeled gravity was interpolated from observed gravity values. AL7268 AL7268; North East Units Estimated Accuracy AL7268;SPC FL W - 506,120. 142,130. MT (+/- 180 meters Scaled) AL7268 AL7268 SUPERSEDED SURVEY CONTROL AL7268 AL7268.No superseded survey control is available for this station. AL7268 AL7268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM446979(NAD 83) AL7268_MARKER: DD = SURVEY DISK AL7268_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AL7268_SP_SET: SIDEWALK AL7268_STAMPING: 4 200 7 1935 AL7268_MARK LOGO: USE AL7268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7268 AL7268 HISTORY - Date Condition Report By AL7268 HISTORY - 1935 MONUMENTED USE AL7268 HISTORY - 1977 GOOD FLDNR AL7268 HISTORY - 1985 GOOD FLDNR AL7268 HISTORY - 19900119 GOOD USPSQD AL7268 HISTORY - 19910204 GOOD USPSQD AL7268 HISTORY - 19940518 GOOD USPSQD AL7268 HISTORY - 20040111 MARK NOT FOUND FLDEP AL7268 AL7268 STATION DESCRIPTION AL7268 AL7268'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7268'CRYSTAL RIVER. AL7268'MARK IS LOCATED AT THE INTERSECTION OF STATE ROAD 495 AND US HIGHWAY AL7268'19/98 IN CRYSTAL RIVER, AND IS IN THE NORTHWEST CORNER OF THE AL7268'INTERSECTION, 20 FEET WEST OF THE CENTER LINE OF STATE ROAD 495, AL7268'CITRUS STREET, 1.8 FEET WEST OF THE CURB, 9 FEET EAST OF LEWIS AL7268'OFFICE SUPPLY, 10.5 FEET NORTH OF A POWER POLE. AL7268 AL7268 STATION RECOVERY (1985) AL7268 AL7268'RECOVERY NOTE BY FL DEPT OF NAT RES 1985 AL7268'RECOVERED IN GOOD CONDITION. AL7268 AL7268 STATION RECOVERY (1990) AL7268 AL7268'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7268'RECOVERED IN GOOD CONDITION. AL7268 AL7268 STATION RECOVERY (1991) AL7268 AL7268'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7268'RECOVERED IN GOOD CONDITION. AL7268 AL7268 STATION RECOVERY (1994) AL7268 AL7268'RECOVERY NOTE BY US POWER SQUADRON 1994 AL7268'RECOVERED IN GOOD CONDITION. AL7268 AL7268 STATION RECOVERY (2004) AL7268 AL7268'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7268'THE MARK WAS NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7300 *********************************************************************** AL7300 DESIGNATION - 8 48 AL7300 PID - AL7300 AL7300 STATE/COUNTY- FL/CITRUS AL7300 USGS QUAD - HOMOSASSA (1988) AL7300 AL7300 *CURRENT SURVEY CONTROL AL7300 ___________________________________________________________________ AL7300* NAD 83(1986)- 28 47 16. (N) 082 33 52. (W) SCALED AL7300* NAVD 88 - 2.262 (meters) 7.42 (feet) POSTED AL7300 ___________________________________________________________________ AL7300 GEOID HEIGHT- -27.04 (meters) GEOID03 AL7300 DYNAMIC HT - 2.260 (meters) 7.41 (feet) COMP AL7300 MODELED GRAV- 979,223.0 (mgal) NAVD 88 AL7300 AL7300 VERT ORDER - * POSTED, Code A , SEE BELOW AL7300 AL7300.The horizontal coordinates were scaled from a topographic map and have AL7300.an estimated accuracy of +/- 6 seconds. AL7300 AL7300.The orthometric height was determined by differential leveling AL7300.and adjusted by the National Geodetic Survey in 1992. AL7300.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7300.rate of 0.0 thru 1.0 mm/km. AL7300 AL7300.The geoid height was determined by GEOID03. AL7300 AL7300.The dynamic height is computed by dividing the NAVD 88 AL7300.geopotential number by the normal gravity value computed on the AL7300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7300.degrees latitude (g = 980.6199 gals.). AL7300 AL7300.The modeled gravity was interpolated from observed gravity values. AL7300 AL7300; North East Units Estimated Accuracy AL7300;SPC FL W - 493,640. 144,890. MT (+/- 180 meters Scaled) AL7300 AL7300 SUPERSEDED SURVEY CONTROL AL7300 AL7300.No superseded survey control is available for this station. AL7300 AL7300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM473854(NAD 83) AL7300_MARKER: DB = BENCH MARK DISK AL7300_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AL7300_SP_SET: BOX CULVERT HEADWALL AL7300_STAMPING: 8 48 AL7300_MARK LOGO: FLSRD AL7300_MAGNETIC: N = NO MAGNETIC MATERIAL AL7300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7300+STABILITY: SURFACE MOTION AL7300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL7300+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004 AL7300 AL7300 HISTORY - Date Condition Report By AL7300 HISTORY - 1991 MONUMENTED FLDT AL7300 HISTORY - 1977 GOOD FLDNR AL7300 HISTORY - 1988 GOOD USPSQD AL7300 HISTORY - 19900226 GOOD USPSQD AL7300 HISTORY - 19910214 GOOD USPSQD AL7300 HISTORY - 20040207 GOOD FLDEP AL7300 AL7300 STATION DESCRIPTION AL7300 AL7300'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7300'1.56 MI SSE FROM HOMOSASSA SPRINGS. AL7300'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19/98 AND STATE ROAD AL7300'490 AT HOMOSASSA SPRINGS. PROCEED SOUTH SOUTHEAST ALONG U.S. HIGHWAY AL7300'19/98 FOR 1.56 MILES TO THE MARK ON THE LEFT, WHICH BEARS 43 FEET AL7300'NORTHEAST OF THE CENTER LINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY AL7300'19/98, 36 FEET NORTHWEST OF A POWER POLE, 19 FEET SOUTHEAST OF AL7300'THE NORTH END OF A CULVERT. AL7300 AL7300 STATION RECOVERY (1988) AL7300 AL7300'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS) AL7300'RECOVERED IN GOOD CONDITION. AL7300 AL7300 STATION RECOVERY (1990) AL7300 AL7300'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7300'RECOVERED IN GOOD CONDITION. AL7300 AL7300 STATION RECOVERY (1991) AL7300 AL7300'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7300'RECOVERED IN GOOD CONDITION. AL7300 AL7300 STATION RECOVERY (2004) AL7300 AL7300'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7300'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7755 *********************************************************************** AL7755 TIDAL BM - This is a Tidal Bench Mark. AL7755 DESIGNATION - 872 7343 A TIDAL AL7755 PID - AL7755 AL7755 STATE/COUNTY- FL/CITRUS AL7755 USGS QUAD - CRYSTAL RIVER (1988) AL7755 AL7755 *CURRENT SURVEY CONTROL AL7755 ___________________________________________________________________ AL7755* NAD 83(1986)- 28 53 56. (N) 082 35 46. (W) SCALED AL7755* NAVD 88 - 0.864 (meters) 2.83 (feet) POSTED AL7755 ___________________________________________________________________ AL7755 GEOID HEIGHT- -27.25 (meters) GEOID03 AL7755 DYNAMIC HT - 0.860 (meters) 2.82 (feet) COMP AL7755 MODELED GRAV- 979,225.5 (mgal) NAVD 88 AL7755 AL7755 VERT ORDER - * POSTED, Code NC , SEE BELOW AL7755 AL7755.The horizontal coordinates were scaled from a topographic map and have AL7755.an estimated accuracy of +/- 6 seconds. AL7755 AL7755.The orthometric height was determined by differential leveling AL7755.and adjusted by the National Geodetic Survey in 1992. AL7755.No vertical observational check was made to the station. AL7755.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark AL7755.was located on a no-check spur therefore a value was not computed. AL7755 AL7755.This Tidal Bench Mark is designated as VM 7795 AL7755.by the Center for Operational Oceanographic Products and Services. AL7755 AL7755.The geoid height was determined by GEOID03. AL7755 AL7755.The dynamic height is computed by dividing the NAVD 88 AL7755.geopotential number by the normal gravity value computed on the AL7755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7755.degrees latitude (g = 980.6199 gals.). AL7755 AL7755.The modeled gravity was interpolated from observed gravity values. AL7755 AL7755; North East Units Estimated Accuracy AL7755;SPC FL W - 505,970. 141,860. MT (+/- 180 meters Scaled) AL7755 AL7755 SUPERSEDED SURVEY CONTROL AL7755 AL7755.No superseded survey control is available for this station. AL7755 AL7755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM443978(NAD 83) AL7755_MARKER: DJ = TIDAL STATION DISK AL7755_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AL7755_SP_SET: CONCRETE WALKWAY AL7755_STAMPING: 7343 A 1978 AL7755_MARK LOGO: NOS AL7755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7755 AL7755 HISTORY - Date Condition Report By AL7755 HISTORY - 1978 MONUMENTED NOS AL7755 HISTORY - 1985 GOOD FLDNR AL7755 HISTORY - 19900119 GOOD USPSQD AL7755 HISTORY - 19910214 GOOD USPSQD AL7755 HISTORY - 19940825 GOOD USPSQD AL7755 HISTORY - 20040111 MARK NOT FOUND FLDEP AL7755 AL7755 STATION DESCRIPTION AL7755 AL7755'DESCRIBED BY FL DEPT OF NAT RES 1985 AL7755'IN CRYSTAL RIVER. AL7755'THE MARK IS 0.05 MILE WEST ALONG U.S. HIGHWAY 19/98 FROM THE CITY AL7755'HALL, AT KNOX BAIT HOUSE, SET IN THE CONCRETE WALKWAY ALONG THE EAST AL7755'SIDE OF THE BAIT HOUSE BUILDING, ABOUT 300 FEET SOUTH OF U.S. 19/98, AL7755'20 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING, 17.4 FEET AL7755'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, AND 6.5 FEET WEST OF AL7755'THE EDGE OF THE BULKHEAD. AL7755 AL7755 STATION RECOVERY (1990) AL7755 AL7755'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7755'RECOVERED IN GOOD CONDITION. AL7755 AL7755 STATION RECOVERY (1991) AL7755 AL7755'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7755'RECOVERED IN GOOD CONDITION. AL7755 AL7755 STATION RECOVERY (1994) AL7755 AL7755'RECOVERY NOTE BY US POWER SQUADRON 1994 AL7755'RECOVERED IN GOOD CONDITION. AL7755 AL7755 STATION RECOVERY (2004) AL7755 AL7755'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7755'THE MARK WAS NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7754 *********************************************************************** AL7754 TIDAL BM - This is a Tidal Bench Mark. AL7754 DESIGNATION - 872 7343 B TIDAL AL7754 PID - AL7754 AL7754 STATE/COUNTY- FL/CITRUS AL7754 USGS QUAD - CRYSTAL RIVER (1988) AL7754 AL7754 *CURRENT SURVEY CONTROL AL7754 ___________________________________________________________________ AL7754* NAD 83(1986)- 28 53 58. (N) 082 35 46. (W) SCALED AL7754* NAVD 88 - 1.514 (meters) 4.97 (feet) POSTED AL7754 ___________________________________________________________________ AL7754 GEOID HEIGHT- -27.25 (meters) GEOID03 AL7754 DYNAMIC HT - 1.510 (meters) 4.95 (feet) COMP AL7754 MODELED GRAV- 979,225.5 (mgal) NAVD 88 AL7754 AL7754 VERT ORDER - * POSTED, Code NC , SEE BELOW AL7754 AL7754.The horizontal coordinates were scaled from a topographic map and have AL7754.an estimated accuracy of +/- 6 seconds. AL7754 AL7754.The orthometric height was determined by differential leveling AL7754.and adjusted by the National Geodetic Survey in 1992. AL7754.No vertical observational check was made to the station. AL7754.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark AL7754.was located on a no-check spur therefore a value was not computed. AL7754 AL7754.This Tidal Bench Mark is designated as VM 7796 AL7754.by the Center for Operational Oceanographic Products and Services. AL7754 AL7754.The geoid height was determined by GEOID03. AL7754 AL7754.The dynamic height is computed by dividing the NAVD 88 AL7754.geopotential number by the normal gravity value computed on the AL7754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7754.degrees latitude (g = 980.6199 gals.). AL7754 AL7754.The modeled gravity was interpolated from observed gravity values. AL7754 AL7754; North East Units Estimated Accuracy AL7754;SPC FL W - 506,030. 141,860. MT (+/- 180 meters Scaled) AL7754 AL7754 SUPERSEDED SURVEY CONTROL AL7754 AL7754.No superseded survey control is available for this station. AL7754 AL7754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM443978(NAD 83) AL7754_MARKER: DJ = TIDAL STATION DISK AL7754_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+) AL7754_SP_SET: GALVANIZED STEEL ROD AL7754_STAMPING: 7343 B 1978 AL7754_MARK LOGO: NOS AL7754_PROJECTION: FLUSH AL7754_MAGNETIC: N = NO MAGNETIC MATERIAL AL7754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL7754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7754+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2004 AL7754_ROD/PIPE-DEPTH: 7.4 meters AL7754 AL7754 HISTORY - Date Condition Report By AL7754 HISTORY - 1978 MONUMENTED NOS AL7754 HISTORY - 1985 GOOD FLDNR AL7754 HISTORY - 19900119 POOR USPSQD AL7754 HISTORY - 19910214 POOR USPSQD AL7754 HISTORY - 19940825 GOOD USPSQD AL7754 HISTORY - 20040111 POOR FLDEP AL7754 AL7754 STATION DESCRIPTION AL7754 AL7754'DESCRIBED BY FL DEPT OF NAT RES 1985 AL7754'IN CRYSTAL RIVER. AL7754'THE MARK IS 0.05 MILE WEST OF CITY HALL, 48.5 FEET SOUTH OF THE AL7754'CENTERLINE OF U.S. HIGHWAY 19/98, 45 FEET EAST OF THE CENTERLINE OF AL7754'THE ENTRANCE DRIVE TO KNOX BAIT HOUSE, 36.6 FEET NORTHWEST OF THE AL7754'NORTHWEST CORNER OF THE OLD OYSTER BAR RESTAURANT, AND 2.9 FEET SOUTH AL7754'OF POWER POLE 100928-076007. AL7754 AL7754 STATION RECOVERY (1990) AL7754 AL7754'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7754'MARK RECOVERED IN POOR CONDITION. AL7754 AL7754 STATION RECOVERY (1991) AL7754 AL7754'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7754'MARK RECOVERED IN POOR CONDITION. AL7754 AL7754 STATION RECOVERY (1994) AL7754 AL7754'RECOVERY NOTE BY US POWER SQUADRON 1994 AL7754'RECOVERED IN GOOD CONDITION. AL7754 AL7754 STATION RECOVERY (2004) AL7754 AL7754'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7754'THE MARK WAS FOUND IN POOR CONDITION. AL7754' AL7754'NOTE CONCRETE AND PVC HAVE BEEN HIT AND MOVED AND THE DISK IS SCRAPED AL7754'AND BENT. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7753 *********************************************************************** AL7753 TIDAL BM - This is a Tidal Bench Mark. AL7753 DESIGNATION - 872 7343 C TIDAL AL7753 PID - AL7753 AL7753 STATE/COUNTY- FL/CITRUS AL7753 USGS QUAD - CRYSTAL RIVER (1988) AL7753 AL7753 *CURRENT SURVEY CONTROL AL7753 ___________________________________________________________________ AL7753* NAD 83(1986)- 28 53 59. (N) 082 35 43. (W) SCALED AL7753* NAVD 88 - 1.243 (meters) 4.08 (feet) POSTED AL7753 ___________________________________________________________________ AL7753 GEOID HEIGHT- -27.25 (meters) GEOID03 AL7753 DYNAMIC HT - 1.240 (meters) 4.07 (feet) COMP AL7753 MODELED GRAV- 979,225.5 (mgal) NAVD 88 AL7753 AL7753 VERT ORDER - * POSTED, Code NC , SEE BELOW AL7753 AL7753.The horizontal coordinates were scaled from a topographic map and have AL7753.an estimated accuracy of +/- 6 seconds. AL7753 AL7753.The orthometric height was determined by differential leveling AL7753.and adjusted by the National Geodetic Survey in 1992. AL7753.No vertical observational check was made to the station. AL7753.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark AL7753.was located on a no-check spur therefore a value was not computed. AL7753 AL7753.This Tidal Bench Mark is designated as VM 7797 AL7753.by the Center for Operational Oceanographic Products and Services. AL7753 AL7753.The geoid height was determined by GEOID03. AL7753 AL7753.The dynamic height is computed by dividing the NAVD 88 AL7753.geopotential number by the normal gravity value computed on the AL7753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7753.degrees latitude (g = 980.6199 gals.). AL7753 AL7753.The modeled gravity was interpolated from observed gravity values. AL7753 AL7753; North East Units Estimated Accuracy AL7753;SPC FL W - 506,060. 141,940. MT (+/- 180 meters Scaled) AL7753 AL7753 SUPERSEDED SURVEY CONTROL AL7753 AL7753.No superseded survey control is available for this station. AL7753 AL7753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM444979(NAD 83) AL7753_MARKER: DJ = TIDAL STATION DISK AL7753_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AL7753_SP_SET: CULVERT HEADWALL AL7753_STAMPING: 7343 C 1978 AL7753_MARK LOGO: NOS AL7753_MAGNETIC: N = NO MAGNETIC MATERIAL AL7753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7753+STABILITY: SURFACE MOTION AL7753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL7753+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2004 AL7753 AL7753 HISTORY - Date Condition Report By AL7753 HISTORY - 1978 MONUMENTED NOS AL7753 HISTORY - 1985 GOOD FLDNR AL7753 HISTORY - 19900119 GOOD USPSQD AL7753 HISTORY - 19910214 GOOD USPSQD AL7753 HISTORY - 19940825 GOOD USPSQD AL7753 HISTORY - 20040111 GOOD FLDEP AL7753 AL7753 STATION DESCRIPTION AL7753 AL7753'DESCRIBED BY FL DEPT OF NAT RES 1985 AL7753'IN CRYSTAL RIVER. AL7753'THE MARK IS AT THE INTERSECTION OF U.S. HIGHWAY 19/98 AND 2ND AVENUE AL7753'NW, 50.8 FEET NORTH OF THE CENTERLINE OF U.S. 19/98, 42 FEET WEST OF AL7753'THE CENTERLINE OF 2ND AVENUE, 0.8 FOOT NORTH OF A WITNESS POST, AND AL7753'IS SET IN THE TOP OF THE EAST END OF A CULVERT HEADWALL. AL7753'THE MARK IS ABOVE LEVEL WITH HIGHWAY. AL7753 AL7753 STATION RECOVERY (1990) AL7753 AL7753'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7753'RECOVERED IN GOOD CONDITION. AL7753 AL7753 STATION RECOVERY (1991) AL7753 AL7753'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7753'RECOVERED IN GOOD CONDITION. AL7753 AL7753 STATION RECOVERY (1994) AL7753 AL7753'RECOVERY NOTE BY US POWER SQUADRON 1994 AL7753'RECOVERED IN GOOD CONDITION. AL7753 AL7753 STATION RECOVERY (2004) AL7753 AL7753'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7753'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7752 *********************************************************************** AL7752 TIDAL BM - This is a Tidal Bench Mark. AL7752 DESIGNATION - 872 7343 D TIDAL AL7752 PID - AL7752 AL7752 STATE/COUNTY- FL/CITRUS AL7752 USGS QUAD - CRYSTAL RIVER (1988) AL7752 AL7752 *CURRENT SURVEY CONTROL AL7752 ___________________________________________________________________ AL7752* NAD 83(1986)- 28 53 59. (N) 082 35 38. (W) SCALED AL7752* NAVD 88 - 1.373 (meters) 4.50 (feet) POSTED AL7752 ___________________________________________________________________ AL7752 GEOID HEIGHT- -27.25 (meters) GEOID03 AL7752 DYNAMIC HT - 1.370 (meters) 4.49 (feet) COMP AL7752 MODELED GRAV- 979,225.5 (mgal) NAVD 88 AL7752 AL7752 VERT ORDER - * POSTED, Code NC , SEE BELOW AL7752 AL7752.The horizontal coordinates were scaled from a topographic map and have AL7752.an estimated accuracy of +/- 6 seconds. AL7752 AL7752.The orthometric height was determined by differential leveling AL7752.and adjusted by the National Geodetic Survey in 1992. AL7752.No vertical observational check was made to the station. AL7752.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark AL7752.was located on a no-check spur therefore a value was not computed. AL7752 AL7752.This Tidal Bench Mark is designated as VM 7798 AL7752.by the Center for Operational Oceanographic Products and Services. AL7752 AL7752.The geoid height was determined by GEOID03. AL7752 AL7752.The dynamic height is computed by dividing the NAVD 88 AL7752.geopotential number by the normal gravity value computed on the AL7752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7752.degrees latitude (g = 980.6199 gals.). AL7752 AL7752.The modeled gravity was interpolated from observed gravity values. AL7752 AL7752; North East Units Estimated Accuracy AL7752;SPC FL W - 506,060. 142,080. MT (+/- 180 meters Scaled) AL7752 AL7752 SUPERSEDED SURVEY CONTROL AL7752 AL7752.No superseded survey control is available for this station. AL7752 AL7752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM445979(NAD 83) AL7752_MARKER: DJ = TIDAL STATION DISK AL7752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7752_SP_SET: CONCRETE POST AL7752_STAMPING: 7343 D 1978 AL7752_MARK LOGO: NOS AL7752_PROJECTION: RECESSED 3 CENTIMETERS AL7752_MAGNETIC: N = NO MAGNETIC MATERIAL AL7752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7752+STABILITY: SURFACE MOTION AL7752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7752+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2004 AL7752 AL7752 HISTORY - Date Condition Report By AL7752 HISTORY - 1978 MONUMENTED NOS AL7752 HISTORY - 1985 GOOD FLDNR AL7752 HISTORY - 19900119 GOOD USPSQD AL7752 HISTORY - 19910214 GOOD USPSQD AL7752 HISTORY - 19940825 GOOD USPSQD AL7752 HISTORY - 20040111 GOOD FLDEP AL7752 AL7752 STATION DESCRIPTION AL7752 AL7752'DESCRIBED BY FL DEPT OF NAT RES 1985 AL7752'IN CRYSTAL RIVER. AL7752'THE MARK IS AT THE INTERSECTION OF U.S. HIGHWAY 19/98 AND 1ST AVENUE AL7752'NW, 40 FEET NORTH OF THE CENTERLINE OF U.S. 19/98, 36 FEET EAST OF AL7752'THE CENTERLINE OF 1ST AVENUE, 109 FEET SOUTH OF THE SOUTHWEST CORNER AL7752'OF A SHOPPING CENTER, AND 1 FOOT NORTH OF POWER POLE 100993-076017 AL7752'WITH A WITNESS SIGN ATTACHED. AL7752 AL7752 STATION RECOVERY (1990) AL7752 AL7752'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7752'RECOVERED IN GOOD CONDITION. AL7752 AL7752 STATION RECOVERY (1991) AL7752 AL7752'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7752'RECOVERED IN GOOD CONDITION. AL7752 AL7752 STATION RECOVERY (1994) AL7752 AL7752'RECOVERY NOTE BY US POWER SQUADRON 1994 AL7752'RECOVERED IN GOOD CONDITION. AL7752 AL7752 STATION RECOVERY (2004) AL7752 AL7752'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7752'THE MARK IS IN CRYSTAL RIVER, IN SECTION 21, TOWNSHIP 18 SOUTH, RANGE AL7752'17 EAST. AL7752' AL7752'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 44 AND U.S. HIGHWAY AL7752'19, 98 IN CRYSTAL RIVER, GO NORTHWEST ON U.S. HIGHWAY 19, 98 FOR 0.5 AL7752'MI TO THE INTERSECTION OF NORTHWEST 1ST AVENUE AND THE MARK ON THE AL7752'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.1 FT AL7752'BELOW THE LEVEL OF THE GROUND AND LEVEL WITH U.S. HIGHWAY 19, 98. AL7752' AL7752'LOCATED 35.0 FT EAST OF THE APPROXIMATE CENTERLINE OF NORTHWEST 1ST AL7752'AVENUE, 25.7 FT NORTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY AL7752'19, 98, 2.0 FT NORTH OF A METAL WITNESS POST, 1.2 FT SOUTH OF THE AL7752'SOUTH EDGE OF A SIDEWALK AND 1.0 FT NORTH OF POWER POLE NUMBER AL7752'6033165. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AI7293 *********************************************************************** AI7293 DESIGNATION - CITRUS 19 AI7293 PID - AI7293 AI7293 STATE/COUNTY- FL/CITRUS AI7293 USGS QUAD - HOMOSASSA (1988) AI7293 AI7293 *CURRENT SURVEY CONTROL AI7293 ___________________________________________________________________ AI7293* NAD 83(1999)- 28 47 07.84773(N) 082 33 43.06131(W) ADJUSTED AI7293* NAVD 88 - 2.7 (meters) 9. (feet) GPS OBS AI7293 ___________________________________________________________________ AI7293 X - 724,204.547 (meters) COMP AI7293 Y - -5,547,229.408 (meters) COMP AI7293 Z - 3,053,076.127 (meters) COMP AI7293 LAPLACE CORR- -0.85 (seconds) DEFLEC99 AI7293 ELLIP HEIGHT- -24.34 (meters) (05/31/01) GPS OBS AI7293 GEOID HEIGHT- -27.04 (meters) GEOID03 AI7293 AI7293 HORZ ORDER - FIRST AI7293 ELLP ORDER - FOURTH CLASS I AI7293 AI7293.The horizontal coordinates were established by GPS observations AI7293.and adjusted by the National Geodetic Survey in May 2001. AI7293 AI7293.The orthometric height was determined by GPS observations and a AI7293.high-resolution geoid model. AI7293 AI7293.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI7293 AI7293.The Laplace correction was computed from DEFLEC99 derived deflections. AI7293 AI7293.The ellipsoidal height was determined by GPS observations AI7293.and is referenced to NAD 83. AI7293 AI7293.The geoid height was determined by GEOID03. AI7293 AI7293; North East Units Scale Factor Converg. AI7293;SPC FL W - 493,388.586 145,133.183 MT 0.99997831 -0 16 14.2 AI7293;UTM 17 - 3,185,223.537 347,541.854 MT 0.99988684 -0 45 08.2 AI7293 AI7293! - Elev Factor x Scale Factor = Combined Factor AI7293!SPC FL W - 1.00000382 x 0.99997831 = 0.99998213 AI7293!UTM 17 - 1.00000382 x 0.99988684 = 0.99989066 AI7293 AI7293 SUPERSEDED SURVEY CONTROL AI7293 AI7293 NAD 83(1990)- 28 47 07.84585(N) 082 33 43.06075(W) AD( ) 1 AI7293 ELLIP H (09/06/00) -24.41 (m) GP( ) 3 1 AI7293 AI7293.Superseded values are not recommended for survey control. AI7293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI7293.See file dsdata.txt to determine how the superseded data were derived. AI7293 AI7293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4754285224(NAD 83) AI7293_MARKER: DH = HORIZONTAL CONTROL DISK AI7293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI7293_STAMPING: CITRUS 19 1999 AI7293_MARK LOGO: FLDEP AI7293_PROJECTION: RECESSED 10 CENTIMETERS AI7293_MAGNETIC: N = NO MAGNETIC MATERIAL AI7293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI7293+STABILITY: SURFACE MOTION AI7293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI7293+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004 AI7293 AI7293 HISTORY - Date Condition Report By AI7293 HISTORY - 1999 MONUMENTED DCJOHN AI7293 HISTORY - 20040207 GOOD FLDEP AI7293 AI7293 STATION DESCRIPTION AI7293 AI7293'DESCRIBED BY DC JOHNSON ASSOC 1999 (DS) AI7293'THE STATION IS LOCATED 1.6 MI (2.6 KM) SOUTHEAST OF HOMOSASSA SPRINGS, AI7293'6.3 MI (10.1 KM) SOUTHWEST OF LECANTO AND 5.0 MI (8.0 KM) NORTH OF AI7293'CHASSAHOWITZKA.-- AI7293'FROM THE INTERSECTION OF US HIGHWAY 19 (STATE ROAD 55), US HIGHWAY 98 AI7293'(ALSO KNOWN AS STATE ROAD 700) AND CITRUS COUNTY ROAD 480, PROCEED AI7293'NORTH ON US HIGHWAY 19 FOR 4.4 MI (7.1 KM) TO THE STATION ON THE AI7293'RIGHT, A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A AI7293'12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.3 FT (9.1 CM) BELOW THE AI7293'GROUND. THE STATION IS 36.7 FT (11.2 M) NORTHEAST OF THE CENTERLINE AI7293'OF THE NORTHBOUND LANES OF US HIGHWAY 19 AND 25 FT (7.6 M) SOUTHWEST AI7293'OF A CARSONITE WITNESS POST.-- AI7293'CONCRETE HEADWALL, NORTH 30 DEGREES EAST AT 6.26 FT-- AI7293'NAIL AND DISC (LB4514), SET IN A POWER POLE, SOUTH 55 DEGREES EAST AT AI7293'102.79 FT-- AI7293'NAIL AND DISC (LB4514), SET IN A 10-INCH PINE, NORTH 22 DEGREES WEST AI7293'AT 119.60 FT-- AI7293 AI7293 STATION RECOVERY (2004) AI7293 AI7293'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AI7293'THE MARK IS ABOUT 1.5 MI SOUTHEAST OF HOMOSASSA SPRINGS, IN SECTION AI7293'35, TOWNSHIP 19 SOUTH, RANGE 17 EAST. AI7293' AI7293'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 490A AND U.S. AI7293'HIGHWAY 19, 98 IN HOMOSASSA SPRINGS, GO SOUTH ON U.S. HIGHWAY 19, 98 AI7293'FOR 1.65 MI TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND AI7293'CONCRETE MONUMENT RECESSED 0.4 FT BELOW THE LEVEL OF THE GROUND AND AI7293'ABOUT 1.5 FT BELOW THE LEVEL OF U.S. HIGHWAY 19, 98. AI7293' AI7293'LOCATED 179.0 FT SOUTHEAST OF THE APPROXIMATE EXTENDED CENTERLINE OF AI7293'WEST CYPRIAN COURT, 36.6 FT NORTHEAST OF THE APPROXIMATE CENTER OF AI7293'U.S. HIGHWAY 19, 98 NORTHBOUND LANES, 25.2 FT SOUTHWEST OF A AI7293'CARSONITE WITNESS POST AND 8.0 FT SOUTH OF THE APPROXIMATE CENTER OF AI7293'A CONCRETE CULVERT. AI7293' AI7293'NOTE THE MARK IS A FLDEP SURVEY DISK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AI7298 *********************************************************************** AI7298 DESIGNATION - CITRUS 24 AI7298 PID - AI7298 AI7298 STATE/COUNTY- FL/CITRUS AI7298 USGS QUAD - CHASSAHOWITZKA (1988) AI7298 AI7298 *CURRENT SURVEY CONTROL AI7298 ___________________________________________________________________ AI7298* NAD 83(1999)- 28 44 44.36061(N) 082 33 10.54752(W) ADJUSTED AI7298* NAVD 88 - 3.5 (meters) 11. (feet) GPS OBS AI7298 ___________________________________________________________________ AI7298 X - 725,354.582 (meters) COMP AI7298 Y - -5,549,223.831 (meters) COMP AI7298 Z - 3,049,204.219 (meters) COMP AI7298 LAPLACE CORR- -0.85 (seconds) DEFLEC99 AI7298 ELLIP HEIGHT- -23.45 (meters) (05/31/01) GPS OBS AI7298 GEOID HEIGHT- -26.94 (meters) GEOID03 AI7298 AI7298 HORZ ORDER - FIRST AI7298 ELLP ORDER - FOURTH CLASS I AI7298 AI7298.The horizontal coordinates were established by GPS observations AI7298.and adjusted by the National Geodetic Survey in May 2001. AI7298 AI7298.The orthometric height was determined by GPS observations and a AI7298.high-resolution geoid model. AI7298 AI7298.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI7298 AI7298.The Laplace correction was computed from DEFLEC99 derived deflections. AI7298 AI7298.The ellipsoidal height was determined by GPS observations AI7298.and is referenced to NAD 83. AI7298 AI7298.The geoid height was determined by GEOID03. AI7298 AI7298; North East Units Scale Factor Converg. AI7298;SPC FL W - 488,967.117 145,994.479 MT 0.99997716 -0 15 57.3 AI7298;UTM 17 - 3,180,795.397 348,365.897 MT 0.99988375 -0 44 49.1 AI7298 AI7298! - Elev Factor x Scale Factor = Combined Factor AI7298!SPC FL W - 1.00000368 x 0.99997716 = 0.99998084 AI7298!UTM 17 - 1.00000368 x 0.99988375 = 0.99988743 AI7298 AI7298: Primary Azimuth Mark Grid Az AI7298:SPC FL W - CITRUS 25 179 51 34.8 AI7298:UTM 17 - CITRUS 25 180 20 26.6 AI7298 AI7298|---------------------------------------------------------------------| AI7298| PID Reference Object Distance Geod. Az | AI7298| dddmmss.s | AI7298| AI7299 CITRUS 25 APPROX. 1.0 KM 1793537.5 | AI7298|---------------------------------------------------------------------| AI7298 AI7298 SUPERSEDED SURVEY CONTROL AI7298 AI7298 NAD 83(1990)- 28 44 44.35879(N) 082 33 10.54693(W) AD( ) 1 AI7298 ELLIP H (09/06/00) -23.52 (m) GP( ) 3 1 AI7298 AI7298.Superseded values are not recommended for survey control. AI7298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI7298.See file dsdata.txt to determine how the superseded data were derived. AI7298 AI7298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4836680795(NAD 83) AI7298_MARKER: DH = HORIZONTAL CONTROL DISK AI7298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI7298_STAMPING: CITRUS 24 1999 AI7298_MARK LOGO: NGS AI7298_MAGNETIC: N = NO MAGNETIC MATERIAL AI7298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI7298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI7298+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI7298 AI7298 HISTORY - Date Condition Report By AI7298 HISTORY - 1999 MONUMENTED DCJOHN AI7298 HISTORY - 20040207 MARK NOT FOUND FLDEP AI7298 AI7298 STATION DESCRIPTION AI7298 AI7298'DESCRIBED BY DC JOHNSON ASSOC 1999 (DS) AI7298'THE STATION IS LOCATED 4.3 MI (6.9 KM) SOUTH OF HOMOSASSA SPRINGS, 2.2 AI7298'MI (3.5 KM) NORTHEAST OF CHASSAHOWITZKA AND 8.3 MI (13.4 KM) SOUTHWEST AI7298'OF LECANTO.-- AI7298'FROM THE INTERSECTION OF US HIGHWAY 19 (STATE ROAD 55), US HIGHWAY 98 AI7298'(ALSO KNOWN AS STATE ROAD 700) AND CITRUS COUNTY ROAD 480, PROCEED AI7298'NORTH ON US HIGHWAY 19 FOR 1.5 MI (2.4 KM) TO AN INTERSECTION WITH AI7298'WEST BURNT BRIDGE ROAD AND THE STATION ON THE LEFT, A BRASS NATIONAL AI7298'GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE AI7298'MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND. THE STATION IS IN AI7298'A GRASS MEDIAN AND IS 32.5 FT (9.9 M) WEST OF THE CENTERLINE OF THE AI7298'NORTHBOUND LANES OF US HIGHWAY 19, 39.5 FT (12.0 M) EAST OF THE AI7298'CENTERLINE OF THE SOUTHBOUND LANES OF US HIGHWAY 19, AND 3 FT (0.9 M) AI7298'NORTH OF A CARSONITE WITNESS POST.-- AI7298'NAIL AND DISC (LB4514), SET IN A 18-INCH PINE, NORTH 47 DEGREES EAST AI7298'AT 175.10-- AI7298'NAIL AND DISC (LB4514), SET IN WEST EDGE OF PAVEMENT OF NORTHBOUND US AI7298'HIGHWAY 19, SOUTH 40 DEGREES EAST AT 40.74 FT-- AI7298'NAIL AND DISC (LB4514), SET IN EDGE OF PAVEMENT OF BULLNOSE, NORTH 3 AI7298'DEGREES EAST AT 16.91 FT-- AI7298 AI7298 STATION RECOVERY (2004) AI7298 AI7298'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AI7298'THE MARK WAS NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AI7299 *********************************************************************** AI7299 DESIGNATION - CITRUS 25 AI7299 PID - AI7299 AI7299 STATE/COUNTY- FL/CITRUS AI7299 USGS QUAD - CHASSAHOWITZKA (1988) AI7299 AI7299 *CURRENT SURVEY CONTROL AI7299 ___________________________________________________________________ AI7299* NAD 83(1999)- 28 44 13.31399(N) 082 33 10.29776(W) ADJUSTED AI7299* NAVD 88 - 3.4 (meters) 11. (feet) GPS OBS AI7299 ___________________________________________________________________ AI7299 X - 725,420.861 (meters) COMP AI7299 Y - -5,549,678.598 (meters) COMP AI7299 Z - 3,048,366.114 (meters) COMP AI7299 LAPLACE CORR- -0.87 (seconds) DEFLEC99 AI7299 ELLIP HEIGHT- -23.55 (meters) (05/31/01) GPS OBS AI7299 GEOID HEIGHT- -26.92 (meters) GEOID03 AI7299 AI7299 HORZ ORDER - FIRST AI7299 ELLP ORDER - FOURTH CLASS I AI7299 AI7299.The horizontal coordinates were established by GPS observations AI7299.and adjusted by the National Geodetic Survey in May 2001. AI7299 AI7299.The orthometric height was determined by GPS observations and a AI7299.high-resolution geoid model. AI7299 AI7299.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI7299 AI7299.The Laplace correction was computed from DEFLEC99 derived deflections. AI7299 AI7299.The ellipsoidal height was determined by GPS observations AI7299.and is referenced to NAD 83. AI7299 AI7299.The geoid height was determined by GEOID03. AI7299 AI7299; North East Units Scale Factor Converg. AI7299;SPC FL W - 488,011.300 145,996.820 MT 0.99997715 -0 15 56.9 AI7299;UTM 17 - 3,179,839.684 348,360.215 MT 0.99988378 -0 44 48.3 AI7299 AI7299! - Elev Factor x Scale Factor = Combined Factor AI7299!SPC FL W - 1.00000370 x 0.99997715 = 0.99998085 AI7299!UTM 17 - 1.00000370 x 0.99988378 = 0.99988748 AI7299 AI7299: Primary Azimuth Mark Grid Az AI7299:SPC FL W - CITRUS 24 359 51 34.5 AI7299:UTM 17 - CITRUS 24 000 20 25.9 AI7299 AI7299|---------------------------------------------------------------------| AI7299| PID Reference Object Distance Geod. Az | AI7299| dddmmss.s | AI7299| AI7298 CITRUS 24 APPROX. 1.0 KM 3593537.6 | AI7299|---------------------------------------------------------------------| AI7299 AI7299 SUPERSEDED SURVEY CONTROL AI7299 AI7299 NAD 83(1990)- 28 44 13.31219(N) 082 33 10.29716(W) AD( ) 1 AI7299 ELLIP H (09/06/00) -23.62 (m) GP( ) 3 1 AI7299 AI7299.Superseded values are not recommended for survey control. AI7299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI7299.See file dsdata.txt to determine how the superseded data were derived. AI7299 AI7299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4836079840(NAD 83) AI7299_MARKER: DH = HORIZONTAL CONTROL DISK AI7299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI7299_STAMPING: CITRUS 25 1999 AI7299_MARK LOGO: FLDEP AI7299_PROJECTION: RECESSED 5 CENTIMETERS AI7299_MAGNETIC: N = NO MAGNETIC MATERIAL AI7299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI7299+STABILITY: SURFACE MOTION AI7299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI7299+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004 AI7299 AI7299 HISTORY - Date Condition Report By AI7299 HISTORY - 1999 MONUMENTED DCJOHN AI7299 HISTORY - 20040207 GOOD FLDEP AI7299 AI7299 STATION DESCRIPTION AI7299 AI7299'DESCRIBED BY DC JOHNSON ASSOC 1999 (DS) AI7299'THE STATION IS LOCATED 4.8 MI (7.7 KM) SOUTH OF HOMOSASSA SPRINGS, 2.0 AI7299'MI (3.2 KM) NORTHEAST OF CHASSAHOWITZKA AND 8.6 MI (13.8 KM) SOUTHWEST AI7299'OF LECANTO.-- AI7299'FROM THE INTERSECTION OF US HIGHWAY 19 (STATE ROAD 55), US HIGHWAY 98 AI7299'(ALSO KNOWN AS STATE ROAD 700) AND CITRUS COUNTY ROAD 480, PROCEED AI7299'NORTH ON US HIGHWAY 19 FOR 1.0 MI (1.6 KM) TO THE STATION ON THE LEFT, AI7299'A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH AI7299'DIAMETER CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND. AI7299'THE STATION IS IN A GRASS MEDIAN AND IS 36 FT (11.0 M) WEST OF THE AI7299'CENTERLINE OF THE NORTHBOUND LANES OF US HIGHWAY 19, 38.6 FT (11.8 M) AI7299'EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF US HIGHWAY 19, AND 2 AI7299'FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST.-- AI7299'NAIL AND DISC (LB4514), SET IN WEST EDGE OF PAVEMENT OF NORTHBOUND US AI7299'HIGHWAY 19, NORTH 52 DEGREES EAST AT 37.34 FT-- AI7299'NAIL AND DISC (LB4514), SET IN EDGE OF PAVEMENT OF BULLNOSE, SOUTH 2 AI7299'DEGREES WEST AT 14.65 FT-- AI7299'NAIL AND DISC (LB4514), SET IN EAST EDGE OF PAVEMENT OF SOUTHBOUND US AI7299'HIGHWAY 19, NORTH 48 DEGREES WEST AT 39.50 FT-- AI7299 AI7299 STATION RECOVERY (2004) AI7299 AI7299'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AI7299'RECOVERED IN GOOD CONDITION. AI7299' AI7299'NOTE THE MARK IS A FLDEP SURVEY DISK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AI7386 *********************************************************************** AI7386 DESIGNATION - CITRUS 40 AI7386 PID - AI7386 AI7386 STATE/COUNTY- FL/CITRUS AI7386 USGS QUAD - HOMOSASSA (1988) AI7386 AI7386 *CURRENT SURVEY CONTROL AI7386 ___________________________________________________________________ AI7386* NAD 83(1999)- 28 49 58.83901(N) 082 34 45.91725(W) ADJUSTED AI7386* NAVD 88 - 2.3 (meters) 8. (feet) GPS OBS AI7386 ___________________________________________________________________ AI7386 X - 722,186.399 (meters) COMP AI7386 Y - -5,544,933.890 (meters) COMP AI7386 Z - 3,057,688.616 (meters) COMP AI7386 LAPLACE CORR- -0.88 (seconds) DEFLEC99 AI7386 ELLIP HEIGHT- -24.77 (meters) (05/31/01) GPS OBS AI7386 GEOID HEIGHT- -27.13 (meters) GEOID03 AI7386 AI7386 HORZ ORDER - FIRST AI7386 ELLP ORDER - FOURTH CLASS I AI7386 AI7386.The horizontal coordinates were established by GPS observations AI7386.and adjusted by the National Geodetic Survey in May 2001. AI7386 AI7386.The orthometric height was determined by GPS observations and a AI7386.high-resolution geoid model. AI7386 AI7386.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI7386 AI7386.The Laplace correction was computed from DEFLEC99 derived deflections. AI7386 AI7386.The ellipsoidal height was determined by GPS observations AI7386.and is referenced to NAD 83. AI7386 AI7386.The geoid height was determined by GEOID03. AI7386 AI7386; North East Units Scale Factor Converg. AI7386;SPC FL W - 498,660.880 143,454.110 MT 0.99998062 -0 16 46.0 AI7386;UTM 17 - 3,190,509.297 345,907.342 MT 0.99989302 -0 45 42.6 AI7386 AI7386! - Elev Factor x Scale Factor = Combined Factor AI7386!SPC FL W - 1.00000389 x 0.99998062 = 0.99998451 AI7386!UTM 17 - 1.00000389 x 0.99989302 = 0.99989691 AI7386 AI7386: Primary Azimuth Mark Grid Az AI7386:SPC FL W - CITRUS 41 179 57 11.3 AI7386:UTM 17 - CITRUS 41 180 26 07.9 AI7386 AI7386|---------------------------------------------------------------------| AI7386| PID Reference Object Distance Geod. Az | AI7386| dddmmss.s | AI7386| AI7387 CITRUS 41 APPROX. 0.6 KM 1794025.3 | AI7386|---------------------------------------------------------------------| AI7386 AI7386 SUPERSEDED SURVEY CONTROL AI7386 AI7386 NAD 83(1990)- 28 49 58.83732(N) 082 34 45.91669(W) AD( ) 1 AI7386 ELLIP H (09/06/00) -24.82 (m) GP( ) 3 1 AI7386 AI7386.Superseded values are not recommended for survey control. AI7386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI7386.See file dsdata.txt to determine how the superseded data were derived. AI7386 AI7386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4590790509(NAD 83) AI7386_MARKER: DH = HORIZONTAL CONTROL DISK AI7386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI7386_STAMPING: CITRUS 40 1999 AI7386_MARK LOGO: FLDEP AI7386_PROJECTION: RECESSED 13 CENTIMETERS AI7386_MAGNETIC: N = NO MAGNETIC MATERIAL AI7386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI7386+STABILITY: SURFACE MOTION AI7386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI7386+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2004 AI7386 AI7386 HISTORY - Date Condition Report By AI7386 HISTORY - 1999 MONUMENTED DCJOHN AI7386 HISTORY - 20040116 GOOD FLDEP AI7386 AI7386 STATION DESCRIPTION AI7386 AI7386'DESCRIBED BY DC JOHNSON ASSOC 1999 (JH) AI7386'FROM THE INTERSECTION OF US HIGHWAY 41 AND STATE ROAD 200 IN HERNANDO, AI7386'PROCEED NORTH ON US HIGHWAY 41 FOR 0.9 MI (1.4 KM) TO THE STATION ON AI7386'THE LEFT, A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A AI7386'12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.4 FT (12.2 CM) BELOW THE AI7386'GROUND. THE STATION IS AT A BEND IN THE ROAD OF US HIGHWAY 41, 38 FT AI7386'(11.6 M) WEST OF THE CENTERLINE OF US HIGHWAY 41, ACROSS THE STREET AI7386'FROM A 4 FT (1.2 M) BY 6 FT (1.8 M) NO TRESPASSING SIGN AND 3 FT (0.9 AI7386'M) EAST OF A CARSONITE WITNESS POST. AI7386'NAIL AND DISC (LB 4514), SET IN THE EDGE OF PAVEMENT OF US HIGHWAY 41, AI7386'NORTH 55 DEGREES EAST AT 30.50 FT AI7386'(9.30 M) NAIL AND DISC (LB 4514), SET IN A POWER POLE NUMBER 4004773, AI7386'SOUTH 10 DEGREES EAST AT 38.20 FT AI7386'(11.64 M) NAIL AND DISC (LB 4514), SET IN A 16-INCH OAK, WEST AT 57.02 AI7386'FT AI7386 AI7386 STATION RECOVERY (2004) AI7386 AI7386'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AI7386'THE MARK IS ABOUT 2.0 MI NORTH OF HOMOSASSA SPRINGS, IN SECTION 10, AI7386'TOWNSHIP 19 SOUTH, RANGE 17 EAST. AI7386' AI7386'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 490A AND U.S. AI7386'HIGHWAY 19, 98 IN HOMOSASSA SPRINGS, GO NORTH ON U.S. HIGHWAY 19, 98 AI7386'FOR 2.05 MI TO THE JUNCTION OF WEST ATLAS DRIVE ON THE LEFT, WEST AI7386'GOODMAN LANE ON THE RIGHT AND THE MARK ON THE LEFT, IN THE GRASS AI7386'COVERED MEDIAN, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED AI7386'0.5 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT BELOW THE LEVEL AI7386'OF U.S. HIGHWAY 19, 98. AI7386' AI7386'LOCATED 38.5 FT NORTH OF THE APPROXIMATE EXTENDED CENTERLINE OF WEST AI7386'GOODMAN LANE, 31.1 FT EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY AI7386'19, 98 SOUTHBOUND LANES, 24.0 FT WEST OF THE APPROXIMATE CENTER OF AI7386'U.S. HIGHWAY 19, 98 NORTHBOUND LANES AND 2.0 FT SOUTH OF A CARSONITE AI7386'WITNESS POST. AI7386' AI7386'NOTE THE MARK IS A FLDEP SURVEY DISK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AI7387 *********************************************************************** AI7387 DESIGNATION - CITRUS 41 AI7387 PID - AI7387 AI7387 STATE/COUNTY- FL/CITRUS AI7387 USGS QUAD - HOMOSASSA (1988) AI7387 AI7387 *CURRENT SURVEY CONTROL AI7387 ___________________________________________________________________ AI7387* NAD 83(1999)- 28 49 38.92401(N) 082 34 45.78845(W) ADJUSTED AI7387* NAVD 88 - 2.3 (meters) 8. (feet) GPS OBS AI7387 ___________________________________________________________________ AI7387 X - 722,228.048 (meters) COMP AI7387 Y - -5,545,226.637 (meters) COMP AI7387 Z - 3,057,151.501 (meters) COMP AI7387 LAPLACE CORR- -0.88 (seconds) DEFLEC99 AI7387 ELLIP HEIGHT- -24.75 (meters) (05/31/01) GPS OBS AI7387 GEOID HEIGHT- -27.12 (meters) GEOID03 AI7387 AI7387 HORZ ORDER - FIRST AI7387 ELLP ORDER - FOURTH CLASS I AI7387 AI7387.The horizontal coordinates were established by GPS observations AI7387.and adjusted by the National Geodetic Survey in May 2001. AI7387 AI7387.The orthometric height was determined by GPS observations and a AI7387.high-resolution geoid model. AI7387 AI7387.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI7387 AI7387.The Laplace correction was computed from DEFLEC99 derived deflections. AI7387 AI7387.The ellipsoidal height was determined by GPS observations AI7387.and is referenced to NAD 83. AI7387 AI7387.The geoid height was determined by GEOID03. AI7387 AI7387; North East Units Scale Factor Converg. AI7387;SPC FL W - 498,047.760 143,454.612 MT 0.99998062 -0 16 45.7 AI7387;UTM 17 - 3,189,896.248 345,902.683 MT 0.99989304 -0 45 42.1 AI7387 AI7387! - Elev Factor x Scale Factor = Combined Factor AI7387!SPC FL W - 1.00000389 x 0.99998062 = 0.99998451 AI7387!UTM 17 - 1.00000389 x 0.99989304 = 0.99989693 AI7387 AI7387: Primary Azimuth Mark Grid Az AI7387:SPC FL W - CITRUS 40 359 57 11.0 AI7387:UTM 17 - CITRUS 40 000 26 07.4 AI7387 AI7387|---------------------------------------------------------------------| AI7387| PID Reference Object Distance Geod. Az | AI7387| dddmmss.s | AI7387| AI7386 CITRUS 40 APPROX. 0.6 KM 3594025.3 | AI7387|---------------------------------------------------------------------| AI7387 AI7387 SUPERSEDED SURVEY CONTROL AI7387 AI7387 NAD 83(1990)- 28 49 38.92233(N) 082 34 45.78790(W) AD( ) 1 AI7387 ELLIP H (09/06/00) -24.80 (m) GP( ) 3 1 AI7387 AI7387.Superseded values are not recommended for survey control. AI7387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI7387.See file dsdata.txt to determine how the superseded data were derived. AI7387 AI7387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4590389896(NAD 83) AI7387_MARKER: DH = HORIZONTAL CONTROL DISK AI7387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI7387_STAMPING: CITRUS 41 1999 AI7387_MARK LOGO: FLDEP AI7387_PROJECTION: RECESSED 13 CENTIMETERS AI7387_MAGNETIC: N = NO MAGNETIC MATERIAL AI7387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI7387+STABILITY: SURFACE MOTION AI7387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI7387+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2004 AI7387 AI7387 HISTORY - Date Condition Report By AI7387 HISTORY - 1999 MONUMENTED DCJOHN AI7387 HISTORY - 20040116 GOOD FLDEP AI7387 AI7387 STATION DESCRIPTION AI7387 AI7387'DESCRIBED BY DC JOHNSON ASSOC 1999 (JH) AI7387'FROM THE INTERSECTION OF US HIGHWAY 19 AND COUNTY ROAD 490, PROCEED AI7387'NORTH ON US HIGHWAY 19 FOR 1.5 MI (2.4 KM) TO THE STATION ON THE LEFT, AI7387'A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH AI7387'DIAMETER CONCRETE MONUMENT RECESSED 0.4 FT (12.2 CM) BELOW THE GROUND. AI7387'THE STATION IS LOCATED IN THE GRASS MEDIAN BETWEEN NORTHBOUND AND AI7387'SOUTHBOUND LANES OF US HIGHWAY 19 30 FT (9.1 M) SOUTH OF THE EXTENDED AI7387'CENTERLINE OF HARBOR LANE, 285 FT (86.9 M) NORTH OF THE CENTERLINE A AI7387'DRIVEWAY INTO A CAR DEALERSHIP, 21 FT (6.4 M) WEST OF THE CENTERLINE AI7387'OF NORTHBOUND US HIGHWAY 19, 25 FT (7.6 M) EAST OF THE CENTERLINE AI7387'SOUTHBOUND US HIGHWAY 19 AND 3 FT (0.9 M) SOUTH OF A CARSONITE WITNESS AI7387'POST. AI7387 AI7387 STATION RECOVERY (2004) AI7387 AI7387'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AI7387'RECOVERED IN GOOD CONDITION. AI7387' AI7387'NOTE THE MARK IS A FLDEP SURVEY DISK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AI7391 *********************************************************************** AI7391 DESIGNATION - CITRUS 45 AI7391 PID - AI7391 AI7391 STATE/COUNTY- FL/CITRUS AI7391 USGS QUAD - CRYSTAL RIVER (1988) AI7391 AI7391 *CURRENT SURVEY CONTROL AI7391 ___________________________________________________________________ AI7391* NAD 83(1999)- 28 55 38.48602(N) 082 36 51.42176(W) ADJUSTED AI7391* NAVD 88 - 2.2 (meters) 7. (feet) GPS OBS AI7391 ___________________________________________________________________ AI7391 X - 718,163.134 (meters) COMP AI7391 Y - -5,540,363.613 (meters) COMP AI7391 Z - 3,066,844.750 (meters) COMP AI7391 LAPLACE CORR- -1.12 (seconds) DEFLEC99 AI7391 ELLIP HEIGHT- -24.99 (meters) (05/31/01) GPS OBS AI7391 GEOID HEIGHT- -27.28 (meters) GEOID03 AI7391 AI7391 HORZ ORDER - FIRST AI7391 ELLP ORDER - FOURTH CLASS I AI7391 AI7391.The horizontal coordinates were established by GPS observations AI7391.and adjusted by the National Geodetic Survey in May 2001. AI7391 AI7391.The orthometric height was determined by GPS observations and a AI7391.high-resolution geoid model. AI7391 AI7391.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI7391 AI7391.The Laplace correction was computed from DEFLEC99 derived deflections. AI7391 AI7391.The ellipsoidal height was determined by GPS observations AI7391.and is referenced to NAD 83. AI7391 AI7391.The geoid height was determined by GEOID03. AI7391 AI7391; North East Units Scale Factor Converg. AI7391;SPC FL W - 509,134.449 140,105.962 MT 0.99998543 -0 17 49.7 AI7391;UTM 17 - 3,201,009.846 342,647.900 MT 0.99990555 -0 46 51.6 AI7391 AI7391! - Elev Factor x Scale Factor = Combined Factor AI7391!SPC FL W - 1.00000393 x 0.99998543 = 0.99998936 AI7391!UTM 17 - 1.00000393 x 0.99990555 = 0.99990947 AI7391 AI7391: Primary Azimuth Mark Grid Az AI7391:SPC FL W - CITRUS 46 156 13 17.1 AI7391:UTM 17 - CITRUS 46 156 42 19.0 AI7391 AI7391|---------------------------------------------------------------------| AI7391| PID Reference Object Distance Geod. Az | AI7391| dddmmss.s | AI7391| AI7392 CITRUS 46 APPROX. 0.6 KM 1555527.4 | AI7391|---------------------------------------------------------------------| AI7391 AI7391 SUPERSEDED SURVEY CONTROL AI7391 AI7391 NAD 83(1990)- 28 55 38.48495(N) 082 36 51.42138(W) AD( ) 1 AI7391 ELLIP H (09/06/00) -25.04 (m) GP( ) 3 1 AI7391 AI7391.Superseded values are not recommended for survey control. AI7391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI7391.See file dsdata.txt to determine how the superseded data were derived. AI7391 AI7391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4264801010(NAD 83) AI7391_MARKER: DH = HORIZONTAL CONTROL DISK AI7391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI7391_STAMPING: CITRUS 45 1999 AI7391_MARK LOGO: FLDEP AI7391_PROJECTION: RECESSED 13 CENTIMETERS AI7391_MAGNETIC: N = NO MAGNETIC MATERIAL AI7391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI7391+STABILITY: SURFACE MOTION AI7391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI7391+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2004 AI7391 AI7391 HISTORY - Date Condition Report By AI7391 HISTORY - 1999 MONUMENTED DCJOHN AI7391 HISTORY - 20040111 GOOD FLDEP AI7391 AI7391 STATION DESCRIPTION AI7391 AI7391'DESCRIBED BY DC JOHNSON ASSOC 1999 (JH) AI7391'FROM THE INTERSECTION OF US HIGHWAY 19 AND COUNTY ROAD 495, PROCEED AI7391'NORTH ON US HIGHWAY 19 FOR 2.3 MI (3.7 KM) TO THE STATION ON THE LEFT, AI7391'A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH AI7391'DIAMETER CONCRETE MONUMENT RECESSED 0.4 FT (12.2 CM) BELOW THE GROUND. AI7391'THE STATION IS IN THE GRASS MEDIAN BETWEEN NORTHBOUND AND SOUTHBOUND AI7391'LANES OF US HIGHWAY 19, 22 FT (6.7 M) EAST OF THE CENTERLINE OF THE AI7391'SOUTHBOUND LANE, 33 FT (10.1 M) WEST OF THE CENTERLINE OF THE AI7391'NORTHBOUND LANE, 225 FT (68.6 M) SOUTH OF THE CENTERLINE PROJECTION OF AI7391'CHAMPION POINT, A DIRT ROAD ON THE EAST SIDE OF US HIGHWAY 19 AND FT AI7391'OF A CARSONITE WITNESS POST. AI7391'NAIL AND DISC (LB 4514), SET IN THE EDGE OF PAVEMENT OF NORTHBOUND US AI7391'HIGHWAY 19, NORTH 70 DEGREES EAST AT 28.16 FT AI7391'(8.58 M) NAIL AND DISC (LB 4514), SET IN THE EDGE OF PAVEMENT OF AI7391'SOUTHBOUND US HIGHWAY 19, SOUTH 70 DEGREES WEST AT 13.84 FT AI7391'(4.22 M) NAIL AND DISC (LB 4514), SET IN THE EDGE OF PAVEMENT OF A AI7391'BULLNOSE, NORTH 20 DEGREES WEST AT 247.07 FT AI7391 AI7391 STATION RECOVERY (2004) AI7391 AI7391'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AI7391'THE MARK IS ABOUT 2.85 MI NORTHWEST OF CRYSTAL RIVER, IN SECTION 8, AI7391'TOWNSHIP 18 SOUTH, RANGE 17 EAST. AI7391' AI7391'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 44 AND U.S. HIGHWAY AI7391'19, 98 IN CRYSTAL RIVER, GO NORTHWEST ON U.S. HIGHWAY 19, 98 FOR 2.85 AI7391'MI TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE AI7391'MONUMENT RECESSED 0.5 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 AI7391'FT BELOW THE LEVEL OF U.S. HIGHWAY 19, 98. AI7391' AI7391'LOCATED 225.0 FT SOUTH OF THE APPROXIMATE EXTENDED CENTERLINE OF AI7391'CHAMPION POINT ROAD, 33.0 FT WEST-SOUTHWEST OF THE APPROXIMATE CENTER AI7391'OF U.S. HIGHWAY 19, 98 NORTHBOUND LANES, 22.1 FT EAST-NORTHEAST OF AI7391'THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 19, 98 SOUTHBOUND LANES AI7391'AND 0.5 FT EAST-NORTHEAST OF A CARSONITE WITNESS POST. AI7391' AI7391'NOTE THE MARK IS A FLDEP SURVEY DISK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AI7392 *********************************************************************** AI7392 DESIGNATION - CITRUS 46 AI7392 PID - AI7392 AI7392 STATE/COUNTY- FL/CITRUS AI7392 USGS QUAD - CRYSTAL RIVER (1988) AI7392 AI7392 *CURRENT SURVEY CONTROL AI7392 ___________________________________________________________________ AI7392* NAD 83(1999)- 28 55 19.60061(N) 082 36 41.83067(W) ADJUSTED AI7392* NAVD 88 - 2.1 (meters) 7. (feet) GPS OBS AI7392 ___________________________________________________________________ AI7392 X - 718,456.908 (meters) COMP AI7392 Y - -5,540,609.024 (meters) COMP AI7392 Z - 3,066,335.812 (meters) COMP AI7392 LAPLACE CORR- -1.12 (seconds) DEFLEC99 AI7392 ELLIP HEIGHT- -25.07 (meters) (05/31/01) GPS OBS AI7392 GEOID HEIGHT- -27.27 (meters) GEOID03 AI7392 AI7392 HORZ ORDER - FIRST AI7392 ELLP ORDER - FOURTH CLASS I AI7392 AI7392.The horizontal coordinates were established by GPS observations AI7392.and adjusted by the National Geodetic Survey in May 2001. AI7392 AI7392.The orthometric height was determined by GPS observations and a AI7392.high-resolution geoid model. AI7392 AI7392.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI7392 AI7392.The Laplace correction was computed from DEFLEC99 derived deflections. AI7392 AI7392.The ellipsoidal height was determined by GPS observations AI7392.and is referenced to NAD 83. AI7392 AI7392.The geoid height was determined by GEOID03. AI7392 AI7392; North East Units Scale Factor Converg. AI7392;SPC FL W - 508,551.689 140,362.730 MT 0.99998505 -0 17 44.9 AI7392;UTM 17 - 3,200,424.985 342,899.718 MT 0.99990457 -0 46 46.5 AI7392 AI7392! - Elev Factor x Scale Factor = Combined Factor AI7392!SPC FL W - 1.00000394 x 0.99998505 = 0.99998899 AI7392!UTM 17 - 1.00000394 x 0.99990457 = 0.99990851 AI7392 AI7392: Primary Azimuth Mark Grid Az AI7392:SPC FL W - CITRUS 45 336 13 16.9 AI7392:UTM 17 - CITRUS 45 336 42 18.5 AI7392 AI7392|---------------------------------------------------------------------| AI7392| PID Reference Object Distance Geod. Az | AI7392| dddmmss.s | AI7392| AI7391 CITRUS 45 APPROX. 0.6 KM 3355532.0 | AI7392|---------------------------------------------------------------------| AI7392 AI7392 SUPERSEDED SURVEY CONTROL AI7392 AI7392 NAD 83(1990)- 28 55 19.59954(N) 082 36 41.83028(W) AD( ) 1 AI7392 ELLIP H (09/06/00) -25.11 (m) GP( ) 3 1 AI7392 AI7392.Superseded values are not recommended for survey control. AI7392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI7392.See file dsdata.txt to determine how the superseded data were derived. AI7392 AI7392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4290000425(NAD 83) AI7392_MARKER: DH = HORIZONTAL CONTROL DISK AI7392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI7392_STAMPING: CITRUS 46 1999 AI7392_MARK LOGO: FLDEP AI7392_PROJECTION: RECESSED 13 CENTIMETERS AI7392_MAGNETIC: N = NO MAGNETIC MATERIAL AI7392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI7392+STABILITY: SURFACE MOTION AI7392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI7392+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2004 AI7392 AI7392 HISTORY - Date Condition Report By AI7392 HISTORY - 1999 MONUMENTED DCJOHN AI7392 HISTORY - 20040111 GOOD FLDEP AI7392 AI7392 STATION DESCRIPTION AI7392 AI7392'DESCRIBED BY DC JOHNSON ASSOC 1999 (JH) AI7392'FROM THE INTERSECTION OF US HIGHWAY 19 AND COUNTY ROAD 495, PROCEED AI7392'NORTH ON US HIGHWAY 19 FOR 1.9 MI (3.1 KM) TO THE STATION ON THE LEFT, AI7392'A BRASS NATIONAL GEODETIC SURVEY DISC SET IN THE TOP OF A 12-INCH AI7392'DIAMETER CONCRETE MONUMENT RECESSED 0.4 FT (12.2 CM) BELOW THE GROUND. AI7392'THE STATION IS IN THE GRASS MEDIAN BETWEEN NORTHBOUND AND SOUTHBOUND AI7392'LANES OF US HIGHWAY 19 ACROSS FROM AN ECONOLODGE, 22.4 FT (6.8 M) WEST AI7392'OF THE CENTERLINE OF THE NORTHBOUND LANE, 42.1 FT (12.8 M) EAST OF THE AI7392'CENTERLINE OF THE SOUTHBOUND LANE. 54 FT (16.5 M) NORTH OF THE EDGE AI7392'OF PAVEMENT OF A BULLNOSE, 87 FT (26.5 M) NORTH OF THE EXTENDED AI7392'CENTERLINE OF A DRIVEWAY LEADING INTO AN ECONOLODGE AND FT OF A AI7392'CARSONITE WITNESS POST. AI7392'NAIL AND DISC (LB 4514), SET IN THE EDGE OF PAVEMENT OF NORTHBOUND US AI7392'HIGHWAY 19, NORTH 75 DEGREES EAST AT 10.00 FT AI7392'(3.05 M) NAIL AND DISC (LB 4514), SET IN THE EDGE OF PAVEMENT OF A AI7392'BULLNOSE, SOUTH 8 DEGREES EAST AT 60.11 FT AI7392'(18.32 M) NAIL AND DISC (LB 4514), SET IN THE EDGE OF PAVEMENT OF AI7392'SOUTHBOUND US HIGHWAY 19, SOUTH 75 DEGREES WEST AT 18.21 FT AI7392 AI7392 STATION RECOVERY (2004) AI7392 AI7392'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AI7392'THE MARK IS ABOUT 2.45 MI NORTHWEST OF CRYSTAL RIVER, IN SECTION 8, AI7392'TOWNSHIP 18 SOUTH, RANGE 17 EAST. AI7392' AI7392'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 44 AND U.S. HIGHWAY AI7392'19, 98 IN CRYSTAL RIVER, GO NORTHWEST ON U.S. HIGHWAY 19, 98 FOR 2.45 AI7392'MI TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE AI7392'MONUMENT RECESSED 0.5 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 AI7392'FT BELOW THE LEVEL OF U.S. HIGHWAY 19, 98. AI7392' AI7392'LOCATED 87.0 FT NORTH OF THE APPROXIMATE EXTENDED CENTERLINE OF THE AI7392'DRIVEWAY TO AN ECONOLODGE MOTEL, 42.1 FT EAST-NORTHEAST OF THE AI7392'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 19, 98 SOUTHBOUND LANES, 22.4 AI7392'FT WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 19, 98 AI7392'NORTHBOUND LANES AND 0.7 FT WEST OF A CARSONITE WITNESS POST. AI7392' AI7392'NOTE THE MARK IS A FLDEP SURVEY DISK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AR1475 *********************************************************************** AR1475 CBN - This is a Cooperative Base Network Control Station. AR1475 DESIGNATION - CR 10 AR1475 PID - AR1475 AR1475 STATE/COUNTY- FL/CITRUS AR1475 USGS QUAD - YANKEETOWN (1993) AR1475 AR1475 *CURRENT SURVEY CONTROL AR1475 ___________________________________________________________________ AR1475* NAD 83(1999)- 29 00 39.82313(N) 082 39 43.76452(W) ADJUSTED AR1475* NAVD 88 - 16.697 (meters) 54.78 (feet) POSTED AR1475 ___________________________________________________________________ AR1475 X - 712,961.393 (meters) COMP AR1475 Y - -5,536,517.612 (meters) COMP AR1475 Z - 3,074,968.347 (meters) COMP AR1475 LAPLACE CORR- -1.04 (seconds) DEFLEC99 AR1475 ELLIP HEIGHT- -10.59 (meters) (05/31/01) GPS OBS AR1475 GEOID HEIGHT- -27.34 (meters) GEOID03 AR1475 DYNAMIC HT - 16.670 (meters) 54.69 (feet) COMP AR1475 MODELED GRAV- 979,237.9 (mgal) NAVD 88 AR1475 AR1475 HORZ ORDER - B AR1475 VERT ORDER - * POSTED, Code A , SEE BELOW AR1475 ELLP ORDER - FIFTH CLASS I AR1475 AR1475.The horizontal coordinates were established by GPS observations AR1475.and adjusted by the National Geodetic Survey in May 2001. AR1475 AR1475.The orthometric height was determined by differential leveling AR1475.and adjusted by the National Geodetic Survey in 1992. AR1475.* This is a POSTED BENCH MARK height. Code A indicates a distribution AR1475.rate of 0.0 thru 1.0 mm/km. AR1475 AR1475.The X, Y, and Z were computed from the position and the ellipsoidal ht. AR1475 AR1475.The Laplace correction was computed from DEFLEC99 derived deflections. AR1475 AR1475.The ellipsoidal height was determined by GPS observations AR1475.and is referenced to NAD 83. AR1475 AR1475.The geoid height was determined by GEOID03. AR1475 AR1475.The dynamic height is computed by dividing the NAVD 88 AR1475.geopotential number by the normal gravity value computed on the AR1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1475.degrees latitude (g = 980.6199 gals.). AR1475 AR1475.The modeled gravity was interpolated from observed gravity values. AR1475 AR1475; North East Units Scale Factor Converg. AR1475;SPC FL W - 518,436.823 135,490.063 MT 0.99999251 -0 19 16.1 AR1475;UTM 17 - 3,210,350.224 338,111.165 MT 0.99992342 -0 48 22.6 AR1475 AR1475! - Elev Factor x Scale Factor = Combined Factor AR1475!SPC FL W - 1.00000166 x 0.99999251 = 0.99999417 AR1475!UTM 17 - 1.00000166 x 0.99992342 = 0.99992508 AR1475 AR1475 SUPERSEDED SURVEY CONTROL AR1475 AR1475 ELLIP H (09/06/00) -10.60 (m) GP( ) 3 1 AR1475 NAD 83(1990)- 29 00 39.82183(N) 082 39 43.76384(W) AD( ) B AR1475 ELLIP H (09/13/90) -10.47 (m) GP( ) 4 1 AR1475 NAVD 88 (06/02/94) 16.70 (m) 54.8 (f) LEVELING 3 AR1475 NGVD 29 (09/13/90) 17.00 (m) 55.8 (f) LEVELING 3 AR1475 AR1475.Superseded values are not recommended for survey control. AR1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AR1475.See file dsdata.txt to determine how the superseded data were derived. AR1475 AR1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN3811110350(NAD 83) AR1475_MARKER: DD = SURVEY DISK AR1475_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AR1475_SP_SET: MANHOLE STRUCTURE AR1475_STAMPING: CR 10 1977 CLB AR1475_MARK LOGO: FLDNR AR1475_MAGNETIC: N = NO MAGNETIC MATERIAL AR1475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AR1475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AR1475+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2004 AR1475 AR1475 HISTORY - Date Condition Report By AR1475 HISTORY - 1977 MONUMENTED FLDNR AR1475 HISTORY - 1989 GOOD NGS AR1475 HISTORY - 19930517 GOOD NGS AR1475 HISTORY - 19960220 GOOD NGS AR1475 HISTORY - 19960605 GOOD DCJOHN AR1475 HISTORY - 20000109 GOOD DCJOHN AR1475 HISTORY - 20040109 GOOD FLDEP AR1475 AR1475 STATION DESCRIPTION AR1475 AR1475'DESCRIBED BY FL DEPT OF NAT RES 1977 AR1475'1.09 MI SE FROM INGLIS. AR1475'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 40 AR1475'AT INGLIS. PROCEED SOUTHEAST ALONG US HIGHWAY 19/98, 1.09 MILES AR1475'TO THE SOUTH END OF THE CROSS FLORIDA BARGE CANAL AND THE MARK, AR1475'WHICH BEARS 2.7 FEET SOUTHWEST OF THE CENTER OF A MANHOLE, 48 FEET AR1475'SOUTHEAST OF SOUTH END OF EAST RAILING OF BRIDGE OVER FLORIDA AR1475'BARGE CANAL, 22 FEET EAST OF CENTER LINE OF US HIGHWAY 19/98. AR1475 AR1475 STATION RECOVERY (1989) AR1475 AR1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 AR1475'THE STATION IS LOCATED ABOUT 2.25 KM (1.40 MI) SOUTH-SOUTHEAST OF AR1475'INGLIS, AT THE SOUTH END OF THE U.S. HIGHWAY 19, 98 BRIDGE OVER THE AR1475'CROSS FLORIDA BARGE CANAL, IN THE TOP OF THE SOUTHWEST CORNER OF A AR1475'CONCRETE CATCH BASIN. OWNERSHIP--HIGHWAY RIGHT-OF-WAY. AR1475'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19, 98 AND AR1475'COUNTY ROAD 40 IN INGLIS, GO SOUTHERLY FOR 2.34 KM (1.45 MI) ON AR1475'HIGHWAY 19, 98 TO THE SOUTH END OF THE HIGHWAY BRIDGE AND THE STATION AR1475'ON LEFT. AR1475'LOCATED 14.72 M (48.3 FT) SOUTH-SOUTHEAST FROM THE SOUTH END OF THE AR1475'EAST GUARDRAIL OF BRIDGE, 7.01 M (23.0 FT) EAST-NORTHEAST FROM THE AR1475'APPROXIMATE CENTER OF HIGHWAY, 0.67 M (2.2 FT) SOUTH FROM THE CENTER AR1475'OF A METAL MANHOLE COVER AND 0.27 M (0.9 FT) NORTH-NORTHWEST FROM A AR1475'CARSONITE WITNESS POST. AR1475'DESCRIBED BY D.F. CALLAHAN. AR1475 AR1475 STATION RECOVERY (1993) AR1475 AR1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 AR1475'RECOVERED IN GOOD CONDITION. AR1475 AR1475 STATION RECOVERY (1996) AR1475 AR1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS) AR1475'THE STATION IS LOCATED ABOUT 2.25 KM (1.40 MI) SOUTH-SOUTHEAST OF AR1475'INGLIS, AT THE SOUTHEAST END OF THE U.S. HIGHWAY 19, 98 BRIDGE OVER AR1475'THE CROSS FLORIDA BARGE CANAL, IN THE TOP OF THE SOUTHWEST CORNER OF A AR1475'CONCRETE CATCH BASIN. OWNERSHIP -- HIGHWAY RIGHT-OF-WAY. TO REACH AR1475'THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 19, 98 AND LEVY COUNTY AR1475'ROAD C40 IN INGLIS, GO SOUTHERLY FOR 2.34 KM (1.45 MI) INTO CITRUS AR1475'COUNTY ON U.S. HIGHWAYS 19 AND 98 TO THE SOUTH END OF THE HIGHWAY AR1475'BRIDGE AND THE STATION ON LEFT ABOUT 40-FEET HIGHER THAN THE AR1475'SURROUNDING LAND. THE STATION IS 14.75 M (48.39 FT) SOUTH-SOUTHEAST AR1475'FROM THE SOUTH END OF THE OLD EASTERN CONCRETE GUARDRAIL OF THE AR1475'BRIDGE, 7.1 M (23.3 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER OF AR1475'THE HIGHWAY, 1.9 M (6.2 FT) EAST OF THE METAL GUARDRAIL ON THE EAST AR1475'SIDE OF HIGHWAY, 0.645 M (2.116 FT) SOUTH FROM THE CENTER OF A 2-FT AR1475'ROUND METAL MANHOLE COVER, 0.275 M (0.902 FT) NORTH-NORTHWEST FROM A AR1475'WITNESS POST, AND 0.30 M (0.98 FT) EAST OF THE WEST EDGE OF THE AR1475'HIGHWAY CURB. WJR AR1475 AR1475 STATION RECOVERY (1996) AR1475 AR1475'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (CX) AR1475'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.- AR1475 AR1475 STATION RECOVERY (2000) AR1475 AR1475'RECOVERY NOTE BY DC JOHNSON ASSOC 2000 (ARG) AR1475'RECOVERED AS DESCRIBED. AR1475 AR1475 STATION RECOVERY (2004) AR1475 AR1475'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AR1475'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7257 *********************************************************************** AL7257 DESIGNATION - CR 11 AL7257 PID - AL7257 AL7257 STATE/COUNTY- FL/CITRUS AL7257 USGS QUAD - RED LEVEL (1992) AL7257 AL7257 *CURRENT SURVEY CONTROL AL7257 ___________________________________________________________________ AL7257* NAD 83(1986)- 28 59 55. (N) 082 39 14. (W) SCALED AL7257* NAVD 88 - 4.919 (meters) 16.14 (feet) POSTED AL7257 ___________________________________________________________________ AL7257 GEOID HEIGHT- -27.33 (meters) GEOID03 AL7257 DYNAMIC HT - 4.910 (meters) 16.11 (feet) COMP AL7257 MODELED GRAV- 979,236.5 (mgal) NAVD 88 AL7257 AL7257 VERT ORDER - * POSTED, Code A , SEE BELOW AL7257 AL7257.The horizontal coordinates were scaled from a topographic map and have AL7257.an estimated accuracy of +/- 6 seconds. AL7257 AL7257.The orthometric height was determined by differential leveling AL7257.and adjusted by the National Geodetic Survey in 1992. AL7257.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7257.rate of 0.0 thru 1.0 mm/km. AL7257 AL7257.The geoid height was determined by GEOID03. AL7257 AL7257.The dynamic height is computed by dividing the NAVD 88 AL7257.geopotential number by the normal gravity value computed on the AL7257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7257.degrees latitude (g = 980.6199 gals.). AL7257 AL7257.The modeled gravity was interpolated from observed gravity values. AL7257 AL7257; North East Units Estimated Accuracy AL7257;SPC FL W - 517,050. 136,290. MT (+/- 180 meters Scaled) AL7257 AL7257 SUPERSEDED SURVEY CONTROL AL7257 AL7257.No superseded survey control is available for this station. AL7257 AL7257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN388089(NAD 83) AL7257_MARKER: DB = BENCH MARK DISK AL7257_SETTING: 30 = SET IN A LIGHT STRUCTURE AL7257_SP_SET: CULVERT HEADWALL AL7257_STAMPING: CR 11 1977 CLB AL7257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7257 AL7257 HISTORY - Date Condition Report By AL7257 HISTORY - 1977 MONUMENTED FLDNR AL7257 HISTORY - 19910204 MARK NOT FOUND USPSQD AL7257 HISTORY - 19941010 MARK NOT FOUND USPSQD AL7257 HISTORY - 20040109 MARK NOT FOUND FLDEP AL7257 AL7257 STATION DESCRIPTION AL7257 AL7257'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7257'2.85 MI SE FROM INGLIS. AL7257'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 40 AL7257'AT INGLIS. PROCEED SOUTHEAST ALONG US HIGHWAY 19/98, 2.9 MILES AL7257'TO THE MARK, WHICH BEARS 2.5 FEET NORTHEAST OF THE NORTH CORNER OF AL7257'A CULVERT HEADWALL, 43 FEET SOUTHWEST OF THE CENTER LINE OF SOUTHBOUND AL7257'LANE OF US HIGHWAY 19/98, 73.5 FEET NORTHEAST OF A 12 INCH PINE TREE. AL7257 AL7257 STATION RECOVERY (1991) AL7257 AL7257'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7257'MARK NOT FOUND. AL7257 AL7257 STATION RECOVERY (1994) AL7257 AL7257'RECOVERY NOTE BY US POWER SQUADRON 1994 AL7257'MARK NOT FOUND. AL7257 AL7257 STATION RECOVERY (2004) AL7257 AL7257'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7257'THE MARK NOT FOUND, THE CULVERT HAS BEEN REPLACED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7258 *********************************************************************** AL7258 DESIGNATION - CR 12 AL7258 PID - AL7258 AL7258 STATE/COUNTY- FL/CITRUS AL7258 USGS QUAD - RED LEVEL (1992) AL7258 AL7258 *CURRENT SURVEY CONTROL AL7258 ___________________________________________________________________ AL7258* NAD 83(1986)- 28 59 09. (N) 082 38 40. (W) SCALED AL7258* NAVD 88 - 4.930 (meters) 16.17 (feet) POSTED AL7258 ___________________________________________________________________ AL7258 GEOID HEIGHT- -27.33 (meters) GEOID03 AL7258 DYNAMIC HT - 4.920 (meters) 16.14 (feet) COMP AL7258 MODELED GRAV- 979,234.8 (mgal) NAVD 88 AL7258 AL7258 VERT ORDER - * POSTED, Code A , SEE BELOW AL7258 AL7258.The horizontal coordinates were scaled from a topographic map and have AL7258.an estimated accuracy of +/- 6 seconds. AL7258 AL7258.The orthometric height was determined by differential leveling AL7258.and adjusted by the National Geodetic Survey in 1992. AL7258.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7258.rate of 0.0 thru 1.0 mm/km. AL7258 AL7258.The geoid height was determined by GEOID03. AL7258 AL7258.The dynamic height is computed by dividing the NAVD 88 AL7258.geopotential number by the normal gravity value computed on the AL7258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7258.degrees latitude (g = 980.6199 gals.). AL7258 AL7258.The modeled gravity was interpolated from observed gravity values. AL7258 AL7258; North East Units Estimated Accuracy AL7258;SPC FL W - 515,630. 137,200. MT (+/- 180 meters Scaled) AL7258 AL7258 SUPERSEDED SURVEY CONTROL AL7258 AL7258.No superseded survey control is available for this station. AL7258 AL7258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN397075(NAD 83) AL7258_MARKER: DD = SURVEY DISK AL7258_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AL7258_SP_SET: CULVERT HEADWALL AL7258_STAMPING: CR 12 1977 CLB AL7258_MARK LOGO: FLDNR AL7258_MAGNETIC: N = NO MAGNETIC MATERIAL AL7258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7258+STABILITY: SURFACE MOTION AL7258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL7258+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2004 AL7258 AL7258 HISTORY - Date Condition Report By AL7258 HISTORY - 1977 MONUMENTED FLDNR AL7258 HISTORY - 19910204 GOOD USPSQD AL7258 HISTORY - 19941010 GOOD USPSQD AL7258 HISTORY - 20040109 GOOD FLDEP AL7258 AL7258 STATION DESCRIPTION AL7258 AL7258'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7258'3.95 MI SE FROM INGLIS. AL7258'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 40 AL7258'AT INGLIS. PROCEED SOUTHEAST ALONG US HIGHWAY 19/98, 3.95 MILES AL7258'TO THE MARK, WHICH BEARS 8 FEET NORTHEAST OF THE SOUTH END OF A AL7258'BOX CULVERT, 77 FEET NORTHEAST OF THE CENTER LINE OF A BLACK TOP AL7258'ROAD LEADING TO CRYSTAL MANOR, 93 FEET NORTHWEST OF AN INTERSECTION AL7258'EAST OF A HIGHWAY, 43 FEET NORTHEAST OF THE CENTER LINE OF THE AL7258'NORTH BOUND LANE OF US HIGHWAY 19/98. AL7258 AL7258 STATION RECOVERY (1991) AL7258 AL7258'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7258'RECOVERED IN GOOD CONDITION. AL7258 AL7258 STATION RECOVERY (1994) AL7258 AL7258'RECOVERY NOTE BY US POWER SQUADRON 1994 AL7258'RECOVERED IN GOOD CONDITION. AL7258 AL7258 STATION RECOVERY (2004) AL7258 AL7258'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7258'THE MARK IS ABOUT 3.5 MI SOUTHEAST OF INGLIS, IN SECTION 24, TOWNSHIP AL7258'17 SOUTH, RANGE 16 EAST. AL7258' AL7258'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND AL7258'COUNTY ROAD 40 IN INGLIS, GO SOUTH ON U.S. HIGHWAY 19, 98 FOR 3.5 MI AL7258'TO THE JUNCTION OF RIVERWOOD DRIVE ON THE LEFT AND THE MARK ON THE AL7258'LEFT, SET FLUSH IN THE TOP OF A CONCRETE CULVERT HEADWALL AND LEVEL AL7258'WITH U.S. HIGHWAY 19, 98. AL7258' AL7258'LOCATED 76.4 FT NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF WEST AL7258'RIVERVIEW DRIVE, 42.7 FT EAST-NORTHEAST OF THE APPROXIMATE CENTER OF AL7258'U.S. HIGHWAY 19, 98 NORTHBOUND LANES, 24.7 FT SOUTH-SOUTHEAST OF THE AL7258'NORTH-NORTHWEST END OF THE CONCRETE CULVERT HEADWALL, 7.8 FT AL7258'NORTH-NORTHWEST OF THE SOUTH-SOUTHEAST END OF THE CONCRETE HEADWALL AL7258'AND 0.3 FT EAST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7262 *********************************************************************** AL7262 DESIGNATION - CR 13 AL7262 PID - AL7262 AL7262 STATE/COUNTY- FL/CITRUS AL7262 USGS QUAD - RED LEVEL (1992) AL7262 AL7262 *CURRENT SURVEY CONTROL AL7262 ___________________________________________________________________ AL7262* NAD 83(1986)- 28 57 42. (N) 082 37 50. (W) SCALED AL7262* NAVD 88 - 3.235 (meters) 10.61 (feet) POSTED AL7262 ___________________________________________________________________ AL7262 GEOID HEIGHT- -27.31 (meters) GEOID03 AL7262 DYNAMIC HT - 3.230 (meters) 10.60 (feet) COMP AL7262 MODELED GRAV- 979,232.0 (mgal) NAVD 88 AL7262 AL7262 VERT ORDER - * POSTED, Code A , SEE BELOW AL7262 AL7262.The horizontal coordinates were scaled from a topographic map and have AL7262.an estimated accuracy of +/- 6 seconds. AL7262 AL7262.The orthometric height was determined by differential leveling AL7262.and adjusted by the National Geodetic Survey in 1992. AL7262.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7262.rate of 0.0 thru 1.0 mm/km. AL7262 AL7262.The geoid height was determined by GEOID03. AL7262 AL7262.The dynamic height is computed by dividing the NAVD 88 AL7262.geopotential number by the normal gravity value computed on the AL7262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7262.degrees latitude (g = 980.6199 gals.). AL7262 AL7262.The modeled gravity was interpolated from observed gravity values. AL7262 AL7262; North East Units Estimated Accuracy AL7262;SPC FL W - 512,950. 138,540. MT (+/- 180 meters Scaled) AL7262 AL7262 SUPERSEDED SURVEY CONTROL AL7262 AL7262.No superseded survey control is available for this station. AL7262 AL7262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN411048(NAD 83) AL7262_MARKER: DD = SURVEY DISK AL7262_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AL7262_SP_SET: CULVERT HEADWALL AL7262_STAMPING: CR 13 1977 CLB AL7262_MARK LOGO: FLDNR AL7262_MAGNETIC: N = NO MAGNETIC MATERIAL AL7262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7262+STABILITY: SURFACE MOTION AL7262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL7262+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2004 AL7262 AL7262 HISTORY - Date Condition Report By AL7262 HISTORY - 1977 MONUMENTED FLDNR AL7262 HISTORY - 1985 GOOD FLDNR AL7262 HISTORY - 1987 GOOD USPSQD AL7262 HISTORY - 19910204 GOOD USPSQD AL7262 HISTORY - 19941010 GOOD USPSQD AL7262 HISTORY - 20040109 GOOD FLDEP AL7262 AL7262 STATION DESCRIPTION AL7262 AL7262'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7262'4.70 MI WNW FROM CRYSTAL RIVER. AL7262'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 495 AL7262'AT CRYSTAL RIVER. PROCEED WEST-NORTHWEST ALONG US HIGHWAY 19/98, AL7262'5.05 MILES TO THE MARK, WHICH BEARS 8.5 FEET SOUTHEAST OF THE NORTH AL7262'END OF A CULVERT HEADWALL, 42 FEET SOUTHEAST OF A FENCE COVER, AL7262'58 FEET NORTHEAST OF A POWER POLE, 46 FEET SOUTHWEST OF THE AL7262'CENTER LINE OF THE SOUTH BOUND LANE OF US HIGHWAY 19/98. AL7262 AL7262 STATION RECOVERY (1985) AL7262 AL7262'RECOVERY NOTE BY FL DEPT OF NAT RES 1985 AL7262'RECOVERED IN GOOD CONDITION. AL7262 AL7262 STATION RECOVERY (1987) AL7262 AL7262'RECOVERY NOTE BY US POWER SQUADRON 1987 (WHT) AL7262'RECOVERED IN GOOD CONDITION. AL7262 AL7262 STATION RECOVERY (1991) AL7262 AL7262'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7262'RECOVERED IN GOOD CONDITION. AL7262 AL7262 STATION RECOVERY (1994) AL7262 AL7262'RECOVERY NOTE BY US POWER SQUADRON 1994 AL7262'RECOVERED IN GOOD CONDITION. AL7262 AL7262 STATION RECOVERY (2004) AL7262 AL7262'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7262'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7263 *********************************************************************** AL7263 DESIGNATION - CR 14 AL7263 PID - AL7263 AL7263 STATE/COUNTY- FL/CITRUS AL7263 USGS QUAD - RED LEVEL (1992) AL7263 AL7263 *CURRENT SURVEY CONTROL AL7263 ___________________________________________________________________ AL7263* NAD 83(1986)- 28 56 55. (N) 082 37 29. (W) SCALED AL7263* NAVD 88 - 2.350 (meters) 7.71 (feet) POSTED AL7263 ___________________________________________________________________ AL7263 GEOID HEIGHT- -27.30 (meters) GEOID03 AL7263 DYNAMIC HT - 2.350 (meters) 7.71 (feet) COMP AL7263 MODELED GRAV- 979,230.6 (mgal) NAVD 88 AL7263 AL7263 VERT ORDER - * POSTED, Code A , SEE BELOW AL7263 AL7263.The horizontal coordinates were scaled from a topographic map and have AL7263.an estimated accuracy of +/- 6 seconds. AL7263 AL7263.The orthometric height was determined by differential leveling AL7263.and adjusted by the National Geodetic Survey in 1992. AL7263.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7263.rate of 0.0 thru 1.0 mm/km. AL7263 AL7263.The geoid height was determined by GEOID03. AL7263 AL7263.The dynamic height is computed by dividing the NAVD 88 AL7263.geopotential number by the normal gravity value computed on the AL7263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7263.degrees latitude (g = 980.6199 gals.). AL7263 AL7263.The modeled gravity was interpolated from observed gravity values. AL7263 AL7263; North East Units Estimated Accuracy AL7263;SPC FL W - 511,500. 139,100. MT (+/- 180 meters Scaled) AL7263 AL7263 SUPERSEDED SURVEY CONTROL AL7263 AL7263.No superseded survey control is available for this station. AL7263 AL7263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN416033(NAD 83) AL7263_MARKER: DB = BENCH MARK DISK AL7263_SETTING: 30 = SET IN A LIGHT STRUCTURE AL7263_SP_SET: BOX CULVERT AL7263_STAMPING: CR 14 1977 CLB AL7263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7263 AL7263 HISTORY - Date Condition Report By AL7263 HISTORY - 1977 MONUMENTED FLDNR AL7263 HISTORY - 19910204 GOOD USPSQD AL7263 HISTORY - 19941010 GOOD USPSQD AL7263 HISTORY - 20040109 MARK NOT FOUND FLDEP AL7263 AL7263 STATION DESCRIPTION AL7263 AL7263'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7263'3.75 MI WNW FROM CRYSTAL RIVER. AL7263'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 495 AL7263'AT CRYSTAL RIVER. PROCEED WEST NORTHWEST ALONG US HIGHWAY 19/98, AL7263'4.1 MILES TO THE MARK, WHICH BEARS 0.5 FEET NORTHWEST OF THE EAST AL7263'END OF A CULVERT HEADWALL, 23 FEET NORTH OF THE CENTER LINE OF AL7263'A BLACK TOP ROAD LEADING WEST, 49 FEET SOUTHWEST OF THE CENTER AL7263'LINE OF THE SOUTH BOUND LANE OF US HIGHWAY 19, 131 FEET NORTHWEST AL7263'OF A POWER POLE ON THE WEST SIDE OF US HIGHWAY 19/98. AL7263 AL7263 STATION RECOVERY (1991) AL7263 AL7263'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7263'RECOVERED IN GOOD CONDITION. AL7263 AL7263 STATION RECOVERY (1994) AL7263 AL7263'RECOVERY NOTE BY US POWER SQUADRON 1994 AL7263'RECOVERED IN GOOD CONDITION. AL7263 AL7263 STATION RECOVERY (2004) AL7263 AL7263'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7263'THE MARK WAS NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7264 *********************************************************************** AL7264 DESIGNATION - CR 15 AL7264 PID - AL7264 AL7264 STATE/COUNTY- FL/CITRUS AL7264 USGS QUAD - CRYSTAL RIVER (1988) AL7264 AL7264 *CURRENT SURVEY CONTROL AL7264 ___________________________________________________________________ AL7264* NAD 83(1986)- 28 56 18. (N) 082 37 09. (W) SCALED AL7264* NAVD 88 - 2.628 (meters) 8.62 (feet) POSTED AL7264 ___________________________________________________________________ AL7264 GEOID HEIGHT- -27.29 (meters) GEOID03 AL7264 DYNAMIC HT - 2.620 (meters) 8.60 (feet) COMP AL7264 MODELED GRAV- 979,229.5 (mgal) NAVD 88 AL7264 AL7264 VERT ORDER - * POSTED, Code A , SEE BELOW AL7264 AL7264.The horizontal coordinates were scaled from a topographic map and have AL7264.an estimated accuracy of +/- 6 seconds. AL7264 AL7264.The orthometric height was determined by differential leveling AL7264.and adjusted by the National Geodetic Survey in 1992. AL7264.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7264.rate of 0.0 thru 1.0 mm/km. AL7264 AL7264.The geoid height was determined by GEOID03. AL7264 AL7264.The dynamic height is computed by dividing the NAVD 88 AL7264.geopotential number by the normal gravity value computed on the AL7264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7264.degrees latitude (g = 980.6199 gals.). AL7264 AL7264.The modeled gravity was interpolated from observed gravity values. AL7264 AL7264; North East Units Estimated Accuracy AL7264;SPC FL W - 510,350. 139,640. MT (+/- 180 meters Scaled) AL7264 AL7264 SUPERSEDED SURVEY CONTROL AL7264 AL7264.No superseded survey control is available for this station. AL7264 AL7264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN421022(NAD 83) AL7264_MARKER: DD = SURVEY DISK AL7264_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AL7264_SP_SET: CULVERT HEADWALL AL7264_STAMPING: CR 15 1977 CLB AL7264_MARK LOGO: FLDNR AL7264_MAGNETIC: N = NO MAGNETIC MATERIAL AL7264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7264+STABILITY: SURFACE MOTION AL7264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL7264+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2004 AL7264 AL7264 HISTORY - Date Condition Report By AL7264 HISTORY - 1977 MONUMENTED FLDNR AL7264 HISTORY - 19900119 GOOD USPSQD AL7264 HISTORY - 19910204 GOOD USPSQD AL7264 HISTORY - 19941010 GOOD USPSQD AL7264 HISTORY - 20040109 GOOD FLDEP AL7264 AL7264 STATION DESCRIPTION AL7264 AL7264'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7264'2.95 MI WNW FROM CRYSTAL RIVER. AL7264'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 495 AL7264'AT CRYSTAL RIVER. PROCEED WEST NORTHWEST ALONG US HIGHWAY 19/98 AL7264'3.3 MILES TO THE MARK, WHICH BEARS 7.5 FEET SOUTHEAST OF AL7264'THE NORTHWEST END OF A HEADWALL, 43 FEET SOUTHEAST OF THE NORTH AL7264'BOUND LANE OF US HIGHWAY 19/98 CENTER LINE, 74 FEET SOUTHEAST AL7264'OF THE CENTER OF A CATCH BASIN WITH GRATE IN THE CENTER OF THE AL7264'MEDIAN OF US HIGHWAY 19/98. AL7264 AL7264 STATION RECOVERY (1990) AL7264 AL7264'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7264'RECOVERED IN GOOD CONDITION. AL7264 AL7264 STATION RECOVERY (1991) AL7264 AL7264'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7264'RECOVERED IN GOOD CONDITION. AL7264 AL7264 STATION RECOVERY (1994) AL7264 AL7264'RECOVERY NOTE BY US POWER SQUADRON 1994 AL7264'RECOVERED IN GOOD CONDITION. AL7264 AL7264 STATION RECOVERY (2004) AL7264 AL7264'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7264'THE MARK IS ABOUT 3.7 MI NORTHWEST OF CRYSTAL RIVER, IN SECTION 6, AL7264'TOWNSHIP 18 SOUTH, RANGE 17 EAST. AL7264' AL7264'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 44 AND U.S. HIGHWAY AL7264'19, 98 IN CRYSTAL RIVER, GO NORTHWEST ON U.S. HIGHWAY 19, 98 FOR 3.65 AL7264'MI TO THE JUNCTION OF LARUE DENISE TERRACE ON THE RIGHT, CONTINUE AL7264'NORTHWEST ON U.S. HIGHWAY 19, 98 FOR 0.05 MI TO THE MARK ON THE AL7264'RIGHT, SET FLUSH IN THE TOP OF A CONCRETE CULVERT HEADWALL LEVEL WITH AL7264'U.S. HIGHWAY 19, 98. AL7264' AL7264'LOCATED 315.0 FT NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF AL7264'LARUE DENISE TERRACE, 74.0 FT SOUTH-SOUTHEAST OF THE APPROXIMATE AL7264'CENTER OF A CONCRETE DRAIN BASIN, 43.1 FT EAST-NORTHEAST OF THE AL7264'APPROXIMATE CENTER OF U.S. HIGHWAY 19, 98 NORTHBOUND LANES, 7.5 FT AL7264'SOUTH-SOUTHEAST OF THE NORTHWEST END OF A CONCRETE CULVERT HEADWALL AL7264'AND 7.0 FT SOUTHEAST OF A CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7265 *********************************************************************** AL7265 DESIGNATION - CR 16 AL7265 PID - AL7265 AL7265 STATE/COUNTY- FL/CITRUS AL7265 USGS QUAD - CRYSTAL RIVER (1988) AL7265 AL7265 *CURRENT SURVEY CONTROL AL7265 ___________________________________________________________________ AL7265* NAD 83(1986)- 28 55 18. (N) 082 36 41. (W) SCALED AL7265* NAVD 88 - 1.411 (meters) 4.63 (feet) POSTED AL7265 ___________________________________________________________________ AL7265 GEOID HEIGHT- -27.27 (meters) GEOID03 AL7265 DYNAMIC HT - 1.410 (meters) 4.63 (feet) COMP AL7265 MODELED GRAV- 979,227.9 (mgal) NAVD 88 AL7265 AL7265 VERT ORDER - * POSTED, Code A , SEE BELOW AL7265 AL7265.The horizontal coordinates were scaled from a topographic map and have AL7265.an estimated accuracy of +/- 6 seconds. AL7265 AL7265.The orthometric height was determined by differential leveling AL7265.and adjusted by the National Geodetic Survey in 1992. AL7265.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7265.rate of 0.0 thru 1.0 mm/km. AL7265 AL7265.The geoid height was determined by GEOID03. AL7265 AL7265.The dynamic height is computed by dividing the NAVD 88 AL7265.geopotential number by the normal gravity value computed on the AL7265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7265.degrees latitude (g = 980.6199 gals.). AL7265 AL7265.The modeled gravity was interpolated from observed gravity values. AL7265 AL7265; North East Units Estimated Accuracy AL7265;SPC FL W - 508,500. 140,390. MT (+/- 180 meters Scaled) AL7265 AL7265 SUPERSEDED SURVEY CONTROL AL7265 AL7265.No superseded survey control is available for this station. AL7265 AL7265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN429003(NAD 83) AL7265_MARKER: DB = BENCH MARK DISK AL7265_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AL7265_SP_SET: COPPER-CLAD STEEL ROD AL7265_STAMPING: CR 16 1977 CLB AL7265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL7265 AL7265 HISTORY - Date Condition Report By AL7265 HISTORY - 1977 MONUMENTED FLDNR AL7265 HISTORY - 19910204 GOOD USPSQD AL7265 HISTORY - 19950111 GOOD USPSQD AL7265 HISTORY - 20040109 MARK NOT FOUND FLDEP AL7265 AL7265 STATION DESCRIPTION AL7265 AL7265'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7265'1.73 MI WNW FROM CRYSTAL RIVER. AL7265'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 495 AL7265'AT CRYSTAL RIVER. PROCEED WEST NORTHWEST ALONG US HIGHWAY 19/98 AL7265'2.07 MILES TO THE MARK, WHICH BEARS 63.5 FEET SOUTHWEST OF THE AL7265'CENTER LINE OF THE SOUTH BOUND LANE OF US HIGHWAY 19/98, 20.5 FEET AL7265'NORTHWEST OF A LARGE POWER POLE, 25.5 FEET NORTH OF POWER POLE AL7265'NUMBER 450820, 18.5 FEET NORTHEAST OF A 9 INCH PINE TREE. AL7265 AL7265 STATION RECOVERY (1991) AL7265 AL7265'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7265'RECOVERED IN GOOD CONDITION. AL7265 AL7265 STATION RECOVERY (1995) AL7265 AL7265'RECOVERY NOTE BY US POWER SQUADRON 1995 AL7265'RECOVERED IN GOOD CONDITION. AL7265 AL7265 STATION RECOVERY (2004) AL7265 AL7265'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7265'THE MARK WAS NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7266 *********************************************************************** AL7266 DESIGNATION - CR 17 AL7266 PID - AL7266 AL7266 STATE/COUNTY- FL/CITRUS AL7266 USGS QUAD - CRYSTAL RIVER (1988) AL7266 AL7266 *CURRENT SURVEY CONTROL AL7266 ___________________________________________________________________ AL7266* NAD 83(1986)- 28 54 46. (N) 082 36 25. (W) SCALED AL7266* NAVD 88 - 1.470 (meters) 4.82 (feet) POSTED AL7266 ___________________________________________________________________ AL7266 GEOID HEIGHT- -27.26 (meters) GEOID03 AL7266 DYNAMIC HT - 1.470 (meters) 4.82 (feet) COMP AL7266 MODELED GRAV- 979,227.0 (mgal) NAVD 88 AL7266 AL7266 VERT ORDER - * POSTED, Code A , SEE BELOW AL7266 AL7266.The horizontal coordinates were scaled from a topographic map and have AL7266.an estimated accuracy of +/- 6 seconds. AL7266 AL7266.The orthometric height was determined by differential leveling AL7266.and adjusted by the National Geodetic Survey in 1992. AL7266.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7266.rate of 0.0 thru 1.0 mm/km. AL7266 AL7266.The geoid height was determined by GEOID03. AL7266 AL7266.The dynamic height is computed by dividing the NAVD 88 AL7266.geopotential number by the normal gravity value computed on the AL7266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7266.degrees latitude (g = 980.6199 gals.). AL7266 AL7266.The modeled gravity was interpolated from observed gravity values. AL7266 AL7266; North East Units Estimated Accuracy AL7266;SPC FL W - 507,520. 140,810. MT (+/- 180 meters Scaled) AL7266 AL7266 SUPERSEDED SURVEY CONTROL AL7266 AL7266.No superseded survey control is available for this station. AL7266 AL7266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM433993(NAD 83) AL7266_MARKER: DD = SURVEY DISK AL7266_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AL7266_SP_SET: CULVERT HEADWALL AL7266_STAMPING: CR 17 1977 CLB AL7266_MARK LOGO: FLDNR AL7266_MAGNETIC: N = NO MAGNETIC MATERIAL AL7266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7266+STABILITY: SURFACE MOTION AL7266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL7266+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2004 AL7266 AL7266 HISTORY - Date Condition Report By AL7266 HISTORY - 1977 MONUMENTED FLDNR AL7266 HISTORY - 19910204 GOOD USPSQD AL7266 HISTORY - 19941010 GOOD USPSQD AL7266 HISTORY - 20040109 GOOD FLDEP AL7266 AL7266 STATION DESCRIPTION AL7266 AL7266'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7266'1.1 MI WNW FROM CRYSTAL RIVER. AL7266'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 495 AL7266'AT CRYSTAL RIVER. PROCEED WEST NORTHWEST ALONG US HIGHWAY 19/98, AL7266'1.43 MILES TO THE MARK, WHICH BEARS 0.6 FEET NORTHEAST OF THE WEST AL7266'END OF A CULVERT HEADWALL, 28 FEET NORTHWEST OF THE CENTER LINE AL7266'OF HIBISCUS ROAD, 54 FEET NORTHWEST OF A POWER POLE, 83 FEET AL7266'NORTHEAST OF THE INTERSECTION OF TALLAHASSEE STREET AND HIBISCUS AL7266'ROAD, 57 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTH BOUND AL7266'LANE OF US HIGHWAY 19/98. AL7266 AL7266 STATION RECOVERY (1991) AL7266 AL7266'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7266'RECOVERED IN GOOD CONDITION. AL7266 AL7266 STATION RECOVERY (1994) AL7266 AL7266'RECOVERY NOTE BY US POWER SQUADRON 1994 AL7266'RECOVERED IN GOOD CONDITION. AL7266 AL7266 STATION RECOVERY (2004) AL7266 AL7266'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7266'THE MARK IS ABOUT 1.75 MI NORTHWEST OF CRYSTAL RIVER, IN SECTION 17, AL7266'TOWNSHIP 18 SOUTH, RANGE 17 EAST. AL7266' AL7266'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 44 AND U.S. HIGHWAY AL7266'19, 98 IN CRYSTAL RIVER, GO NORTHWEST ON U.S. HIGHWAY 19, 98 FOR 1.75 AL7266'MI TO THE JUNCTION OF TURKEY OAK DRIVE ON THE RIGHT, NORTHWEST 19TH AL7266'STREET ON THE LEFT AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF AL7266'A CONCRETE CULVERT HEADWALL IN THE NORTHWEST QUADRANT OF THE AL7266'INTERSECTION ABOUT 0.5 FT BELOW THE LEVEL OF U.S. HIGHWAY 19, 98. AL7266' AL7266'LOCATED 99.7 FT EAST OF THE APPROXIMATE CENTERLINE OF NORTHWEST 12TH AL7266'AVENUE, 56.0 FT WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. AL7266'HIGHWAY 19, 98 SOUTHBOUND LANES, 26.3 FT NORTH OF THE APPROXIMATE AL7266'CENTERLINE OF NORTHWEST 19TH STREET, 4.7 FT SOUTH OF THE APPROXIMATE AL7266'CENTER OF A DRAIN BASIN GRATE AND 1.7 FT NORTH OF A CARSONITE WITNESS AL7266'POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7269 *********************************************************************** AL7269 DESIGNATION - CR 19 AL7269 PID - AL7269 AL7269 STATE/COUNTY- FL/CITRUS AL7269 USGS QUAD - CRYSTAL RIVER (1988) AL7269 AL7269 *CURRENT SURVEY CONTROL AL7269 ___________________________________________________________________ AL7269* NAD 83(1986)- 28 53 40. (N) 082 35 06. (W) SCALED AL7269* NAVD 88 - 1.599 (meters) 5.25 (feet) POSTED AL7269 ___________________________________________________________________ AL7269 GEOID HEIGHT- -27.25 (meters) GEOID03 AL7269 DYNAMIC HT - 1.600 (meters) 5.25 (feet) COMP AL7269 MODELED GRAV- 979,224.7 (mgal) NAVD 88 AL7269 AL7269 VERT ORDER - * POSTED, Code A , SEE BELOW AL7269 AL7269.The horizontal coordinates were scaled from a topographic map and have AL7269.an estimated accuracy of +/- 6 seconds. AL7269 AL7269.The orthometric height was determined by differential leveling AL7269.and adjusted by the National Geodetic Survey in 1992. AL7269.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7269.rate of 0.0 thru 1.0 mm/km. AL7269 AL7269.The geoid height was determined by GEOID03. AL7269 AL7269.The dynamic height is computed by dividing the NAVD 88 AL7269.geopotential number by the normal gravity value computed on the AL7269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7269.degrees latitude (g = 980.6199 gals.). AL7269 AL7269.The modeled gravity was interpolated from observed gravity values. AL7269 AL7269; North East Units Estimated Accuracy AL7269;SPC FL W - 505,470. 142,940. MT (+/- 180 meters Scaled) AL7269 AL7269 SUPERSEDED SURVEY CONTROL AL7269 AL7269.No superseded survey control is available for this station. AL7269 AL7269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM454973(NAD 83) AL7269_MARKER: DB = BENCH MARK DISK AL7269_SETTING: 30 = SET IN A LIGHT STRUCTURE AL7269_SP_SET: CONCRETE CATCH BASIN AL7269_STAMPING: CR 19 1977 CLB AL7269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7269 AL7269 HISTORY - Date Condition Report By AL7269 HISTORY - 1977 MONUMENTED FLDNR AL7269 HISTORY - 1989 GOOD USPSQD AL7269 HISTORY - 19910214 MARK NOT FOUND USPSQD AL7269 HISTORY - 19960205 MARK NOT FOUND USPSQD AL7269 HISTORY - 20040109 MARK NOT FOUND FLDEP AL7269 AL7269 STATION DESCRIPTION AL7269 AL7269'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7269'0.3 MI SE FROM CRYSTAL RIVER. AL7269'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 44 AL7269'AT CRYSTAL RIVER. PROCEED SOUTHEASTERLY ALONG US HIGHWAY 19/98 AL7269'MILES TO THE MARK ON THE RIGHT, WHICH BEARS 21 FEET WEST OF THE CENTER AL7269'LINE OF THE SOUTH BOUND LANE OF US HIGHWAY 19/98, 67 FEET SOUTH AL7269'OF THE CENTER LINE OF A BLACK TOP ROAD LEADING EAST, 18 FEET AL7269'SOUTHEAST OF POWER POLE NUMBER 397, 8 FEET SOUTHEAST OF A MANHOLE AL7269'FOR A CONCRETE BASIN, 43 FEET SOUTHEAST OF POWER POLE NUMBER AL7269'31F2393. AL7269 AL7269 STATION RECOVERY (1989) AL7269 AL7269'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT) AL7269'RECOVERED IN GOOD CONDITION. AL7269 AL7269 STATION RECOVERY (1991) AL7269 AL7269'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7269'MARK NOT FOUND. AL7269 AL7269 STATION RECOVERY (1996) AL7269 AL7269'RECOVERY NOTE BY US POWER SQUADRON 1996 AL7269'MARK NOT FOUND. AL7269 AL7269 STATION RECOVERY (2004) AL7269 AL7269'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7269'THE MARK WAS NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7270 *********************************************************************** AL7270 DESIGNATION - CR 20 AL7270 PID - AL7270 AL7270 STATE/COUNTY- FL/CITRUS AL7270 USGS QUAD - CRYSTAL RIVER (1988) AL7270 AL7270 *CURRENT SURVEY CONTROL AL7270 ___________________________________________________________________ AL7270* NAD 83(1986)- 28 53 00. (N) 082 34 59. (W) SCALED AL7270* NAVD 88 - 2.860 (meters) 9.38 (feet) POSTED AL7270 ___________________________________________________________________ AL7270 GEOID HEIGHT- -27.23 (meters) GEOID03 AL7270 DYNAMIC HT - 2.860 (meters) 9.38 (feet) COMP AL7270 MODELED GRAV- 979,224.3 (mgal) NAVD 88 AL7270 AL7270 VERT ORDER - * POSTED, Code A , SEE BELOW AL7270 AL7270.The horizontal coordinates were scaled from a topographic map and have AL7270.an estimated accuracy of +/- 6 seconds. AL7270 AL7270.The orthometric height was determined by differential leveling AL7270.and adjusted by the National Geodetic Survey in 1992. AL7270.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7270.rate of 0.0 thru 1.0 mm/km. AL7270 AL7270.The geoid height was determined by GEOID03. AL7270 AL7270.The dynamic height is computed by dividing the NAVD 88 AL7270.geopotential number by the normal gravity value computed on the AL7270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7270.degrees latitude (g = 980.6199 gals.). AL7270 AL7270.The modeled gravity was interpolated from observed gravity values. AL7270 AL7270; North East Units Estimated Accuracy AL7270;SPC FL W - 504,240. 143,130. MT (+/- 180 meters Scaled) AL7270 AL7270 SUPERSEDED SURVEY CONTROL AL7270 AL7270.No superseded survey control is available for this station. AL7270 AL7270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM456960(NAD 83) AL7270_MARKER: DD = SURVEY DISK AL7270_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN AL7270+WITH SETTING: PAVEMENT AL7270_SP_SET: SIGN FOUNDATION AL7270_STAMPING: CR 20 1977 CLB AL7270_MARK LOGO: FLDNR AL7270_MAGNETIC: N = NO MAGNETIC MATERIAL AL7270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7270+STABILITY: SURFACE MOTION AL7270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL7270+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2004 AL7270 AL7270 HISTORY - Date Condition Report By AL7270 HISTORY - 1977 MONUMENTED FLDNR AL7270 HISTORY - 1985 GOOD FLDNR AL7270 HISTORY - 1987 GOOD LOCSUR AL7270 HISTORY - 1989 GOOD USPSQD AL7270 HISTORY - 19910214 GOOD USPSQD AL7270 HISTORY - 19941011 GOOD USPSQD AL7270 HISTORY - 20040109 GOOD FLDEP AL7270 AL7270 STATION DESCRIPTION AL7270 AL7270'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7270'1.1 MI SE FROM CRYSTAL RIVER. AL7270'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 44, AL7270'AT CRYSTAL RIVER. PROCEED SOUTHEASTERLY ALONG US HIGHWAY 19/98 AL7270'1.1 MILES TO WHERE STATE ROAD 44 PICKS UP AGAIN TO THE RIGHT, AND AL7270'ANOTHER ROAD GOING WEST TO PARADISE POINT, AND THE MARK, WHICH AL7270'BEARS 72 FEET WEST OF THE CENTER LINE OF THE SOUTH BOUND LANE AL7270'OF US HIGHWAY 19/98 32 FEET SOUTH OF THE CENTER LINE OF STATE AL7270'ROAD 44, 20 FEET SOUTH OF POWER POLE NUMBER 436796, 4.7 FEET AL7270'SOUTHEAST OF A 12 INCH PALM. AL7270 AL7270 STATION RECOVERY (1985) AL7270 AL7270'RECOVERY NOTE BY FL DEPT OF NAT RES 1985 AL7270'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS 47 FEET SOUTH OF THE AL7270'CENTERLINE OF HIGHWAY 44. AL7270 AL7270 STATION RECOVERY (1987) AL7270 AL7270'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (WHT) AL7270'RECOVERED IN GOOD CONDITION. AL7270 AL7270 STATION RECOVERY (1989) AL7270 AL7270'RECOVERY NOTE BY US POWER SQUADRON 1989 (CWT) AL7270'RECOVERED IN GOOD CONDITION. AL7270 AL7270 STATION RECOVERY (1991) AL7270 AL7270'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7270'RECOVERED IN GOOD CONDITION. AL7270 AL7270 STATION RECOVERY (1994) AL7270 AL7270'RECOVERY NOTE BY US POWER SQUADRON 1994 AL7270'RECOVERED IN GOOD CONDITION. AL7270 AL7270 STATION RECOVERY (2004) AL7270 AL7270'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7270'THE MARK IS ABOUT 1.0 MI SOUTH OF CRYSTAL RIVER, IN SECTION 27, AL7270'TOWNSHIP 18 SOUTH, RANGE 17 EAST. AL7270' AL7270'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 44 AND U.S. HIGHWAY AL7270'19, 98 IN CRYSTAL RIVER, GO SOUTH ON U.S. HIGHWAY 19, 98 FOR 1.1 MI AL7270'TO THE JUNCTION OF WEST FORT ISLAND TRAIL (COUNTY ROAD 44) ON THE AL7270'RIGHT AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF A CONCRETE AL7270'SIGN FOUNDATION IN THE SOUTHWEST QUADRANT OF THE INTERSECTION ABOUT AL7270'2.0 FT ABOVE THE LEVEL OF U.S. HIGHWAY 19, 98. AL7270' AL7270'LOCATED 73.0 FT WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF U.S. AL7270'HIGHWAY 19, 98 SOUTHBOUND LANES, 52.5 FT SOUTH OF THE APPROXIMATE AL7270'CENTERLINE OF WEST FORT ISLAND TRAIL (COUNTY ROAD 44), 23.1 FT AL7270'SOUTHWEST OF A CONCRETE TRAFFIC LIGHT POLE AND 0.9 FT SOUTH OF A AL7270'CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7281 *********************************************************************** AL7281 SACS - This is a Secondary Airport Control Station. AL7281 DESIGNATION - CR 25 AL7281 PID - AL7281 AL7281 STATE/COUNTY- FL/CITRUS AL7281 USGS QUAD - HOMOSASSA (1988) AL7281 AL7281 *CURRENT SURVEY CONTROL AL7281 ___________________________________________________________________ AL7281* NAD 83(1999)- 28 52 03.56968(N) 082 34 47.66952(W) ADJUSTED AL7281* NAVD 88 - 1.598 (meters) 5.24 (feet) POSTED AL7281 ___________________________________________________________________ AL7281 X - 721,899.910 (meters) COMP AL7281 Y - -5,543,101.923 (meters) COMP AL7281 Z - 3,061,051.684 (meters) COMP AL7281 LAPLACE CORR- -0.92 (seconds) DEFLEC99 AL7281 ELLIP HEIGHT- -25.57 (meters) (05/31/01) GPS OBS AL7281 GEOID HEIGHT- -27.20 (meters) GEOID03 AL7281 DYNAMIC HT - 1.600 (meters) 5.25 (feet) COMP AL7281 MODELED GRAV- 979,224.2 (mgal) NAVD 88 AL7281 AL7281 HORZ ORDER - B AL7281 VERT ORDER - * POSTED, Code A , SEE BELOW AL7281 ELLP ORDER - FIFTH CLASS I AL7281 AL7281.This mark is at Crystal River Airport (X31) AL7281 AL7281.The horizontal coordinates were established by GPS observations AL7281.and adjusted by the National Geodetic Survey in May 2001. AL7281 AL7281.The orthometric height was determined by differential leveling AL7281.and adjusted by the National Geodetic Survey in 1992. AL7281.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7281.rate of 0.0 thru 1.0 mm/km. AL7281 AL7281.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL7281 AL7281.The Laplace correction was computed from DEFLEC99 derived deflections. AL7281 AL7281.The ellipsoidal height was determined by GPS observations AL7281.and is referenced to NAD 83. AL7281 AL7281.The geoid height was determined by GEOID03. AL7281 AL7281.The dynamic height is computed by dividing the NAVD 88 AL7281.geopotential number by the normal gravity value computed on the AL7281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7281.degrees latitude (g = 980.6199 gals.). AL7281 AL7281.The modeled gravity was interpolated from observed gravity values. AL7281 AL7281; North East Units Scale Factor Converg. AL7281;SPC FL W - 502,501.078 143,425.362 MT 0.99998066 -0 16 47.9 AL7281;UTM 17 - 3,194,349.264 345,910.945 MT 0.99989301 -0 45 46.5 AL7281 AL7281! - Elev Factor x Scale Factor = Combined Factor AL7281!SPC FL W - 1.00000402 x 0.99998066 = 0.99998468 AL7281!UTM 17 - 1.00000402 x 0.99989301 = 0.99989703 AL7281 AL7281 SUPERSEDED SURVEY CONTROL AL7281 AL7281 NAD 83(1990)- 28 52 03.56839(N) 082 34 47.66895(W) AD( ) B AL7281 ELLIP H (07/14/97) -25.61 (m) GP( ) 1 1 AL7281 NAVD 88 (07/14/97) 1.60 (m) 5.2 (f) LEVELING 3 AL7281 AL7281.Superseded values are not recommended for survey control. AL7281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7281.See file dsdata.txt to determine how the superseded data were derived. AL7281 AL7281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4591194349(NAD 83) AL7281_MARKER: DD = SURVEY DISK AL7281_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AL7281_SP_SET: COPPER-CLAD STEEL ROD AL7281_STAMPING: CR 25 1977 CLB AL7281_MARK LOGO: FLDNR AL7281_PROJECTION: FLUSH AL7281_MAGNETIC: I = MARKER IS A STEEL ROD AL7281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL7281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7281+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2004 AL7281 AL7281 HISTORY - Date Condition Report By AL7281 HISTORY - 1977 MONUMENTED FLDNR AL7281 HISTORY - 1985 GOOD FLDNR AL7281 HISTORY - 1986 GOOD LOCSUR AL7281 HISTORY - 1988 POOR USPSQD AL7281 HISTORY - 19910214 GOOD FLDNR AL7281 HISTORY - 19910214 GOOD USPSQD AL7281 HISTORY - 19950308 POOR USPSQD AL7281 HISTORY - 19951205 GOOD NGS AL7281 HISTORY - 19960311 GOOD NGS AL7281 HISTORY - 20040116 POOR FLDEP AL7281 AL7281 STATION DESCRIPTION AL7281 AL7281'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7281'2 MILES SE FROM CRYSTAL RIVER. AL7281'BEGINNING AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 44, AL7281'AT CRYSTAL RIVER. PROCEED SOUTHEASTERLY ALONG US HIGHWAY 19/98 2.1 AL7281'MILES TO THE MARK ON THE RIGHT, WHICH BEARS 38.5 FEET WEST OF THE AL7281'CENTERLINE OF THE SOUTH BOUND LANE OF US HIGHWAY 19/98, 8 FEET AL7281'NORTHEAST OF A POWER POLE, 75.5 FEET SOUTHEAST OF A 9 INCH PIPE AL7281'WHICH IS 12 FEET FROM A 7 INCH PINE. AL7281 AL7281 STATION RECOVERY (1985) AL7281 AL7281'RECOVERY NOTE BY FL DEPT OF NAT RES 1985 AL7281'RECOVERED IN GOOD CONDITION EXCEPT THE PINE TREES ARE GONE. THE MARK AL7281'IS ALSO 20 FEET EAST OF THE EAST LEG FOR A BILLBOARD AND 1.2 FEET AL7281'EAST OF A WITNESS POST. AL7281 AL7281 STATION RECOVERY (1986) AL7281 AL7281'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (WHT) AL7281'RECOVERED IN GOOD CONDITION. AL7281 AL7281 STATION RECOVERY (1988) AL7281 AL7281'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS) AL7281'MARK RECOVERED IN POOR CONDITION. AL7281 AL7281 STATION RECOVERY (1991) AL7281 AL7281'RECOVERY NOTE BY FL DEPT OF NAT RES 1991 (RMS) AL7281'RECOVERED IN GOOD CONDITION. AL7281 AL7281 STATION RECOVERY (1991) AL7281 AL7281'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7281'RECOVERED IN GOOD CONDITION. AL7281 AL7281 STATION RECOVERY (1995) AL7281 AL7281'RECOVERY NOTE BY US POWER SQUADRON 1995 AL7281'MARK RECOVERED IN POOR CONDITION. AL7281 AL7281 STATION RECOVERY (1995) AL7281 AL7281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL) AL7281'THE STATION IS LOCATED ABOUT 3.70 KM (2.30 MI) SOUTH OF CRYSTAL RIVER AL7281'FLORIDA, IN FRONT OF AND ACROSS U.S. HIGHWAY 19/98 FROM THE CRYSTAL AL7281'RIVER AIRPORT. IN THE GRASS, ALONG THE WEST SIDE OF THE SOUTHBOUND AL7281'LANES OF HIGHWAY 19/98, IN LINE WITH AND WEST OF THE GRASS MEDIAN AL7281'BETWEEN THE RUNWAY AND TAXI, BETWEEN THE HIGHWAY AND A PARKING LOT. AL7281'OWNERSHIP -- FLORIDA DEPARTMENT OF HIGHWAYS. NOTE -- THIS STATION WAS AL7281'SELECTED AS A SACS. TO REACH THE STATION FROM THE JUNCTION OF U.S. AL7281'HIGHWAY 19, 98 AND STATE HIGHWAY 44 IN CRYSTAL RIVER, GO SOUTH, 2.76 AL7281'KM (1.70 MI) ALONG HIGHWAY 19, 98 TO AN AIRPORT SIGN AND PAVED ROAD AL7281'LEFT. CONTINUE SOUTH, 0.73 KM (0.45 MI) TO THE STATION ON THE RIGHT. AL7281'STATION IS 11.7 M (38.4 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND AL7281'LANES OF HIGHWAY 19/98, 8.3 M (27.2 FT) EAST OF THE EAST CURB OF A AL7281'PARKING LOT, 2.7 M (8.9 FT) SOUTHEAST OF A WITNESS POST, 1.4 M (4.6 AL7281'FT) NORTHEAST OF UTILITY POLE NUMBER 473917 WITH A 3-FT. HIGH GREEN AL7281'PHONE BOX, AND THE STATION IS ABOUT 0.5 M (1.6 FT) BELOW THE LEVEL OF AL7281'THE HIGHWAY. NOTE -- ACTUAL ROD DEPTH NOT KNOWN. BY R.G. HAYES AL7281 AL7281 STATION RECOVERY (1996) AL7281 AL7281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JCW) AL7281'RECOVERED AS DESCRIBED. AL7281 AL7281 STATION RECOVERY (2004) AL7281 AL7281'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7281'RECOVERED IN POOR CONDITION. AL7281' AL7281'NOTE THE DISK IS BADLY BENT. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7282 *********************************************************************** AL7282 DESIGNATION - CR 26 AL7282 PID - AL7282 AL7282 STATE/COUNTY- FL/CITRUS AL7282 USGS QUAD - HOMOSASSA (1988) AL7282 AL7282 *CURRENT SURVEY CONTROL AL7282 ___________________________________________________________________ AL7282* NAD 83(1986)- 28 51 11. (N) 082 34 45. (W) SCALED AL7282* NAVD 88 - 1.755 (meters) 5.76 (feet) POSTED AL7282 ___________________________________________________________________ AL7282 GEOID HEIGHT- -27.17 (meters) GEOID03 AL7282 DYNAMIC HT - 1.750 (meters) 5.74 (feet) COMP AL7282 MODELED GRAV- 979,224.0 (mgal) NAVD 88 AL7282 AL7282 VERT ORDER - * POSTED, Code A , SEE BELOW AL7282 AL7282.The horizontal coordinates were scaled from a topographic map and have AL7282.an estimated accuracy of +/- 6 seconds. AL7282 AL7282.The orthometric height was determined by differential leveling AL7282.and adjusted by the National Geodetic Survey in 1992. AL7282.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7282.rate of 0.0 thru 1.0 mm/km. AL7282 AL7282.The geoid height was determined by GEOID03. AL7282 AL7282.The dynamic height is computed by dividing the NAVD 88 AL7282.geopotential number by the normal gravity value computed on the AL7282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7282.degrees latitude (g = 980.6199 gals.). AL7282 AL7282.The modeled gravity was interpolated from observed gravity values. AL7282 AL7282; North East Units Estimated Accuracy AL7282;SPC FL W - 500,880. 143,490. MT (+/- 180 meters Scaled) AL7282 AL7282 SUPERSEDED SURVEY CONTROL AL7282 AL7282.No superseded survey control is available for this station. AL7282 AL7282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM459927(NAD 83) AL7282_MARKER: DD = SURVEY DISK AL7282_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AL7282_SP_SET: CULVERT HEADWALL AL7282_STAMPING: CR 26 1977 CLB AL7282_MARK LOGO: FLDNR AL7282_MAGNETIC: N = NO MAGNETIC MATERIAL AL7282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7282+STABILITY: SURFACE MOTION AL7282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL7282+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2004 AL7282 AL7282 HISTORY - Date Condition Report By AL7282 HISTORY - 1977 MONUMENTED FLDNR AL7282 HISTORY - 1985 GOOD FLDNR AL7282 HISTORY - 1988 GOOD USPSQD AL7282 HISTORY - 19910214 GOOD FLDNR AL7282 HISTORY - 19910214 GOOD USPSQD AL7282 HISTORY - 19950113 GOOD USPSQD AL7282 HISTORY - 20040116 GOOD FLDEP AL7282 AL7282 STATION DESCRIPTION AL7282 AL7282'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7282'3 MILES SE FROM CRYSTAL RIVER. AL7282'BEGINNING AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 44, AL7282'AT CRYSTAL RIVER. PROCEED SOUTHEASTERLY ALONG US HIGHWAY 19/98 3.12 AL7282'MILES TO THE MARK ON THE LEFT, WHICH BEARS 43 FEET EAST OF THE CENTER AL7282'LINE OF THE NORTH BOUND LANE OF US HIGHWAY 19/98, 37 FEET SOUTHEAST AL7282'OF A 24 INCH PINE, 6 FEET NORTH OF THE SOUTH END OF A HEADWALL, AND AL7282'18.6 FEET SOUTH OF THE NORTH END OF THE SAME HEADWALL. AL7282 AL7282 STATION RECOVERY (1985) AL7282 AL7282'RECOVERY NOTE BY FL DEPT OF NAT RES 1985 AL7282'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS ALSO 0.15 MILE SOUTH AL7282'OF THE JUNCTION OF COUNTY ROAD C-494. AL7282 AL7282 STATION RECOVERY (1988) AL7282 AL7282'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS) AL7282'RECOVERED IN GOOD CONDITION. AL7282 AL7282 STATION RECOVERY (1991) AL7282 AL7282'RECOVERY NOTE BY FL DEPT OF NAT RES 1991 (RMS) AL7282'RECOVERED IN GOOD CONDITION. AL7282 AL7282 STATION RECOVERY (1991) AL7282 AL7282'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7282'RECOVERED IN GOOD CONDITION. AL7282 AL7282 STATION RECOVERY (1995) AL7282 AL7282'RECOVERY NOTE BY US POWER SQUADRON 1995 AL7282'RECOVERED IN GOOD CONDITION. AL7282 AL7282 STATION RECOVERY (2004) AL7282 AL7282'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7282'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7284 *********************************************************************** AL7284 DESIGNATION - CR 28 AL7284 PID - AL7284 AL7284 STATE/COUNTY- FL/CITRUS AL7284 USGS QUAD - HOMOSASSA (1988) AL7284 AL7284 *CURRENT SURVEY CONTROL AL7284 ___________________________________________________________________ AL7284* NAD 83(1986)- 28 49 31. (N) 082 34 46. (W) SCALED AL7284* NAVD 88 - 1.753 (meters) 5.75 (feet) POSTED AL7284 ___________________________________________________________________ AL7284 GEOID HEIGHT- -27.12 (meters) GEOID03 AL7284 DYNAMIC HT - 1.750 (meters) 5.74 (feet) COMP AL7284 MODELED GRAV- 979,223.7 (mgal) NAVD 88 AL7284 AL7284 VERT ORDER - * POSTED, Code A , SEE BELOW AL7284 AL7284.The horizontal coordinates were scaled from a topographic map and have AL7284.an estimated accuracy of +/- 6 seconds. AL7284 AL7284.The orthometric height was determined by differential leveling AL7284.and adjusted by the National Geodetic Survey in 1992. AL7284.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7284.rate of 0.0 thru 1.0 mm/km. AL7284 AL7284.The geoid height was determined by GEOID03. AL7284 AL7284.The dynamic height is computed by dividing the NAVD 88 AL7284.geopotential number by the normal gravity value computed on the AL7284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7284.degrees latitude (g = 980.6199 gals.). AL7284 AL7284.The modeled gravity was interpolated from observed gravity values. AL7284 AL7284; North East Units Estimated Accuracy AL7284;SPC FL W - 497,800. 143,450. MT (+/- 180 meters Scaled) AL7284 AL7284 SUPERSEDED SURVEY CONTROL AL7284 AL7284.No superseded survey control is available for this station. AL7284 AL7284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM458896(NAD 83) AL7284_MARKER: DD = SURVEY DISK AL7284_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AL7284_SP_SET: CULVERT HEADWALL AL7284_STAMPING: CR 28 1977 CLB AL7284_MARK LOGO: FLDNR AL7284_MAGNETIC: N = NO MAGNETIC MATERIAL AL7284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7284+STABILITY: SURFACE MOTION AL7284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL7284+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2004 AL7284 AL7284 HISTORY - Date Condition Report By AL7284 HISTORY - 1977 MONUMENTED FLDNR AL7284 HISTORY - 1988 GOOD USPSQD AL7284 HISTORY - 19900226 GOOD USPSQD AL7284 HISTORY - 19910214 GOOD USPSQD AL7284 HISTORY - 19950308 GOOD USPSQD AL7284 HISTORY - 20040116 GOOD FLDEP AL7284 AL7284 STATION DESCRIPTION AL7284 AL7284'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7284'1.4 MI NORTH FROM HOMOSASSA SPRINGS. AL7284'BEGINNING AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 490 AL7284'AT HOMOSASSA SPRINGS, THENCE NORTHERLY ALONG US HIGHWAY 19/98 FOR AL7284'1.39 MILES TO THE MARK ON THE LEFT. THE MARK BEARS 39 FEET WEST OF THE AL7284'SOUTH BOUND LANE OF US HIGHWAY 19/98, 6.5 FEET SOUTH OF THE NORTH END AL7284'OF A CULVERT HEADWALL, 49 FEET SOUTHEAST OF A 10 INCH PALM. AL7284 AL7284 STATION RECOVERY (1988) AL7284 AL7284'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS) AL7284'RECOVERED IN GOOD CONDITION. AL7284 AL7284 STATION RECOVERY (1990) AL7284 AL7284'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7284'RECOVERED IN GOOD CONDITION. AL7284 AL7284 STATION RECOVERY (1991) AL7284 AL7284'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7284'RECOVERED IN GOOD CONDITION. AL7284 AL7284 STATION RECOVERY (1995) AL7284 AL7284'RECOVERY NOTE BY US POWER SQUADRON 1995 AL7284'RECOVERED IN GOOD CONDITION. AL7284 AL7284 STATION RECOVERY (2004) AL7284 AL7284'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7284'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7285 *********************************************************************** AL7285 DESIGNATION - CR 29 AL7285 PID - AL7285 AL7285 STATE/COUNTY- FL/CITRUS AL7285 USGS QUAD - HOMOSASSA (1988) AL7285 AL7285 *CURRENT SURVEY CONTROL AL7285 ___________________________________________________________________ AL7285* NAD 83(1986)- 28 48 53. (N) 082 34 36. (W) SCALED AL7285* NAVD 88 - 1.921 (meters) 6.30 (feet) POSTED AL7285 ___________________________________________________________________ AL7285 GEOID HEIGHT- -27.09 (meters) GEOID03 AL7285 DYNAMIC HT - 1.920 (meters) 6.30 (feet) COMP AL7285 MODELED GRAV- 979,223.5 (mgal) NAVD 88 AL7285 AL7285 VERT ORDER - * POSTED, Code A , SEE BELOW AL7285 AL7285.The horizontal coordinates were scaled from a topographic map and have AL7285.an estimated accuracy of +/- 6 seconds. AL7285 AL7285.The orthometric height was determined by differential leveling AL7285.and adjusted by the National Geodetic Survey in 1992. AL7285.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7285.rate of 0.0 thru 1.0 mm/km. AL7285 AL7285.The geoid height was determined by GEOID03. AL7285 AL7285.The dynamic height is computed by dividing the NAVD 88 AL7285.geopotential number by the normal gravity value computed on the AL7285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7285.degrees latitude (g = 980.6199 gals.). AL7285 AL7285.The modeled gravity was interpolated from observed gravity values. AL7285 AL7285; North East Units Estimated Accuracy AL7285;SPC FL W - 496,630. 143,710. MT (+/- 180 meters Scaled) AL7285 AL7285 SUPERSEDED SURVEY CONTROL AL7285 AL7285.No superseded survey control is available for this station. AL7285 AL7285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM461884(NAD 83) AL7285_MARKER: DD = SURVEY DISK AL7285_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AL7285_SP_SET: CULVERT HEADWALL AL7285_STAMPING: CR 29 1977 CLB AL7285_MARK LOGO: FLDNR AL7285_MAGNETIC: N = NO MAGNETIC MATERIAL AL7285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7285+STABILITY: SURFACE MOTION AL7285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL7285+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2004 AL7285 AL7285 HISTORY - Date Condition Report By AL7285 HISTORY - 1977 MONUMENTED FLDNR AL7285 HISTORY - 1988 GOOD USPSQD AL7285 HISTORY - 1990 GOOD USPSQD AL7285 HISTORY - 19900226 GOOD USPSQD AL7285 HISTORY - 19910214 GOOD USPSQD AL7285 HISTORY - 19940518 GOOD USPSQD AL7285 HISTORY - 20040116 GOOD FLDEP AL7285 AL7285 STATION DESCRIPTION AL7285 AL7285'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7285'HOMOSASSA SPRINGS. AL7285'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 490, AL7285'AT HOMOSASSA SPRINGS, PROCEED NORTH ALONG US HIGHWAY 19/98, 0.6 AL7285'MILES TO THE MARK ON THE LEFT, WHICH BEARS 43 FEET WEST OF THE SOUTH AL7285'BOUND LANE OF US HIGHWAY 19/98, 3 FEET SOUTH OF THE NORTH END OF A AL7285'CONCRETE CULVERT HEADWALL LOCATED ACROSS THE HIGHWAY FROM THE AL7285'PLAINS MOTEL. AL7285 AL7285 STATION RECOVERY (1988) AL7285 AL7285'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS) AL7285'RECOVERED IN GOOD CONDITION. AL7285 AL7285 STATION RECOVERY (1990) AL7285 AL7285'RECOVERY NOTE BY US POWER SQUADRON 1990 (PLL) AL7285'RECOVERED IN GOOD CONDITION. AL7285 AL7285 STATION RECOVERY (1990) AL7285 AL7285'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7285'RECOVERED IN GOOD CONDITION. AL7285 AL7285 STATION RECOVERY (1991) AL7285 AL7285'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7285'RECOVERED IN GOOD CONDITION. AL7285 AL7285 STATION RECOVERY (1994) AL7285 AL7285'RECOVERY NOTE BY US POWER SQUADRON 1994 AL7285'RECOVERED IN GOOD CONDITION. AL7285 AL7285 STATION RECOVERY (2004) AL7285 AL7285'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7285'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7286 *********************************************************************** AL7286 DESIGNATION - CR 30 AL7286 PID - AL7286 AL7286 STATE/COUNTY- FL/CITRUS AL7286 USGS QUAD - HOMOSASSA (1988) AL7286 AL7286 *CURRENT SURVEY CONTROL AL7286 ___________________________________________________________________ AL7286* NAD 83(1986)- 28 48 13. (N) 082 34 34. (W) SCALED AL7286* NAVD 88 - 1.322 (meters) 4.34 (feet) POSTED AL7286 ___________________________________________________________________ AL7286 GEOID HEIGHT- -27.07 (meters) GEOID03 AL7286 DYNAMIC HT - 1.320 (meters) 4.33 (feet) COMP AL7286 MODELED GRAV- 979,223.3 (mgal) NAVD 88 AL7286 AL7286 VERT ORDER - * POSTED, Code A , SEE BELOW AL7286 AL7286.The horizontal coordinates were scaled from a topographic map and have AL7286.an estimated accuracy of +/- 6 seconds. AL7286 AL7286.The orthometric height was determined by differential leveling AL7286.and adjusted by the National Geodetic Survey in 1992. AL7286.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7286.rate of 0.0 thru 1.0 mm/km. AL7286 AL7286.The geoid height was determined by GEOID03. AL7286 AL7286.The dynamic height is computed by dividing the NAVD 88 AL7286.geopotential number by the normal gravity value computed on the AL7286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7286.degrees latitude (g = 980.6199 gals.). AL7286 AL7286.The modeled gravity was interpolated from observed gravity values. AL7286 AL7286; North East Units Estimated Accuracy AL7286;SPC FL W - 495,400. 143,760. MT (+/- 180 meters Scaled) AL7286 AL7286 SUPERSEDED SURVEY CONTROL AL7286 AL7286.No superseded survey control is available for this station. AL7286 AL7286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM461872(NAD 83) AL7286_MARKER: DD = SURVEY DISK AL7286_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AL7286_SP_SET: STORM DRAIN AL7286_STAMPING: CR 30 1977 CLB AL7286_MARK LOGO: FLDNR AL7286_MAGNETIC: N = NO MAGNETIC MATERIAL AL7286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL7286+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2004 AL7286 AL7286 HISTORY - Date Condition Report By AL7286 HISTORY - 1977 MONUMENTED FLDNR AL7286 HISTORY - 1985 GOOD FLDNR AL7286 HISTORY - 1987 GOOD LOCSUR AL7286 HISTORY - 1988 GOOD USPSQD AL7286 HISTORY - 19900214 GOOD FLDNR AL7286 HISTORY - 19900214 GOOD USPSQD AL7286 HISTORY - 19900221 GOOD USPSQD AL7286 HISTORY - 19900226 GOOD USPSQD AL7286 HISTORY - 19950308 GOOD USPSQD AL7286 HISTORY - 20040116 GOOD FLDEP AL7286 AL7286 STATION DESCRIPTION AL7286 AL7286'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7286'HOMOSASSA SPRINGS. AL7286'THE MARK IS LOCATED AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE AL7286'ROAD 490 AT HOMOSASSA SPRINGS, ON THE SOUTHEAST SIDE, AND BEARS AL7286'30 FEET SOUTH OF THE CENTER LINE OF STATE ROAD 490A, 40 FEET EAST AL7286'OF THE NORTH BOUND LANE OF US HIGHWAY 19/98, 0.3 FEET EAST OF THE AL7286'WEST EDGE OF A CONCRETE BUILDING, 1.6 FEET SOUTH OF A CATCH BASIN. AL7286 AL7286 STATION RECOVERY (1985) AL7286 AL7286'RECOVERY NOTE BY FL DEPT OF NAT RES 1985 AL7286'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS SET IN A STORM DRAIN, AL7286'1 FOOT SOUTH OF THE ROAD CURB, AND 0.3 FOOT EAST OF THE WEST EDGE OF AL7286'THE DRAIN. AL7286 AL7286 STATION RECOVERY (1987) AL7286 AL7286'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (WHT) AL7286'RECOVERED IN GOOD CONDITION. AL7286 AL7286 STATION RECOVERY (1988) AL7286 AL7286'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS) AL7286'RECOVERED IN GOOD CONDITION. AL7286 AL7286 STATION RECOVERY (1990) AL7286 AL7286'RECOVERY NOTE BY FL DEPT OF NAT RES 1990 (RMS) AL7286'RECOVERED IN GOOD CONDITION. AL7286 AL7286 STATION RECOVERY (1990) AL7286 AL7286'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7286'RECOVERED IN GOOD CONDITION. AL7286 AL7286 STATION RECOVERY (1990) AL7286 AL7286'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7286'RECOVERED IN GOOD CONDITION. AL7286 AL7286 STATION RECOVERY (1990) AL7286 AL7286'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7286'RECOVERED IN GOOD CONDITION. AL7286 AL7286 STATION RECOVERY (1995) AL7286 AL7286'RECOVERY NOTE BY US POWER SQUADRON 1995 AL7286'RECOVERED IN GOOD CONDITION. AL7286 AL7286 STATION RECOVERY (2004) AL7286 AL7286'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7286'RECOVERED IN GOOD CONDITION WITH THIS CHANGE. AL7286' AL7286'NOTE ORIGINAL DESCRIPTION MAKES REFERENCE TO COUNTY ROAD 490. THIS IS AL7286'INCORRECT. THE MARK IS AT THE INTERSECTION OF COUNTY ROAD 490A AND AL7286'U.S. HIGHWAY 19, 98 ON THE SOUTHEAST CORNER OF THE INTERSECTION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7287 *********************************************************************** AL7287 DESIGNATION - CR 31 AL7287 PID - AL7287 AL7287 STATE/COUNTY- FL/CITRUS AL7287 USGS QUAD - HOMOSASSA (1988) AL7287 AL7287 *CURRENT SURVEY CONTROL AL7287 ___________________________________________________________________ AL7287* NAD 83(1986)- 28 48 13. (N) 082 35 10. (W) SCALED AL7287* NAVD 88 - 1.057 (meters) 3.47 (feet) POSTED AL7287 ___________________________________________________________________ AL7287 GEOID HEIGHT- -27.06 (meters) GEOID03 AL7287 DYNAMIC HT - 1.060 (meters) 3.48 (feet) COMP AL7287 MODELED GRAV- 979,223.4 (mgal) NAVD 88 AL7287 AL7287 VERT ORDER - * POSTED, Code A , SEE BELOW AL7287 AL7287.The horizontal coordinates were scaled from a topographic map and have AL7287.an estimated accuracy of +/- 6 seconds. AL7287 AL7287.The orthometric height was determined by differential leveling AL7287.and adjusted by the National Geodetic Survey in 1992. AL7287.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7287.rate of 0.0 thru 1.0 mm/km. AL7287 AL7287.The geoid height was determined by GEOID03. AL7287 AL7287.The dynamic height is computed by dividing the NAVD 88 AL7287.geopotential number by the normal gravity value computed on the AL7287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7287.degrees latitude (g = 980.6199 gals.). AL7287 AL7287.The modeled gravity was interpolated from observed gravity values. AL7287 AL7287; North East Units Estimated Accuracy AL7287;SPC FL W - 495,410. 142,790. MT (+/- 180 meters Scaled) AL7287 AL7287 SUPERSEDED SURVEY CONTROL AL7287 AL7287.No superseded survey control is available for this station. AL7287 AL7287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM452872(NAD 83) AL7287_MARKER: DD = SURVEY DISK AL7287_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AL7287_SP_SET: COPPER-CLAD STEEL ROD AL7287_STAMPING: CR 31 1977 CLB AL7287_MARK LOGO: FLDNR AL7287_PROJECTION: FLUSH AL7287_MAGNETIC: N = NO MAGNETIC MATERIAL AL7287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL7287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL7287+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2004 AL7287 AL7287 HISTORY - Date Condition Report By AL7287 HISTORY - 1977 MONUMENTED FLDNR AL7287 HISTORY - 1985 GOOD FLDNR AL7287 HISTORY - 1986 GOOD LOCSUR AL7287 HISTORY - 1988 GOOD USPSQD AL7287 HISTORY - 1990 GOOD USPSQD AL7287 HISTORY - 19900221 GOOD USPSQD AL7287 HISTORY - 19910214 GOOD FLDNR AL7287 HISTORY - 19910214 GOOD USPSQD AL7287 HISTORY - 19940518 GOOD USPSQD AL7287 HISTORY - 20040120 GOOD FLDEP AL7287 AL7287 STATION DESCRIPTION AL7287 AL7287'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7287'0.65 MI WEST FROM HOMOSASSA SPRINGS. AL7287'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 490A, AL7287'AT HOMOSASSA SPRINGS, PROCEED WEST ALONG STATE ROAD 490A, 0.65 AL7287'TO FISH BOWL DRIVE AND THE MARK, WHICH BEARS 30.5 FEET WEST OF THE AL7287'CENTER LINE OF FISH BOWL DRIVE, 86 FEET SOUTHWEST OF A POWER POLE AL7287'NUMBER 421301, 7.5 FEET SOUTH OF A 10 INCH CABBAGE PALM, 7 FEET AL7287'NORTH OF A 10 INCH CABBAGE PALM. AL7287 AL7287 STATION RECOVERY (1985) AL7287 AL7287'RECOVERY NOTE BY FL DEPT OF NAT RES 1985 AL7287'RECOVERED IN GOOD CONDITION. AL7287 AL7287 STATION RECOVERY (1986) AL7287 AL7287'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (WHT) AL7287'RECOVERED IN GOOD CONDITION. AL7287 AL7287 STATION RECOVERY (1988) AL7287 AL7287'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS) AL7287'RECOVERED IN GOOD CONDITION. AL7287 AL7287 STATION RECOVERY (1990) AL7287 AL7287'RECOVERY NOTE BY US POWER SQUADRON 1990 (PLL) AL7287'RECOVERED IN GOOD CONDITION. AL7287 AL7287 STATION RECOVERY (1990) AL7287 AL7287'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7287'RECOVERED IN GOOD CONDITION. AL7287 AL7287 STATION RECOVERY (1991) AL7287 AL7287'RECOVERY NOTE BY FL DEPT OF NAT RES 1991 (RMS) AL7287'RECOVERED IN GOOD CONDITION. AL7287 AL7287 STATION RECOVERY (1991) AL7287 AL7287'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7287'RECOVERED IN GOOD CONDITION. AL7287 AL7287 STATION RECOVERY (1994) AL7287 AL7287'RECOVERY NOTE BY US POWER SQUADRON 1994 AL7287'RECOVERED IN GOOD CONDITION. AL7287 AL7287 STATION RECOVERY (2004) AL7287 AL7287'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7287'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7288 *********************************************************************** AL7288 DESIGNATION - CR 32 AL7288 PID - AL7288 AL7288 STATE/COUNTY- FL/CITRUS AL7288 USGS QUAD - HOMOSASSA (1988) AL7288 AL7288 *CURRENT SURVEY CONTROL AL7288 ___________________________________________________________________ AL7288* NAD 83(1986)- 28 47 51. (N) 082 35 22. (W) SCALED AL7288* NAVD 88 - 3.771 (meters) 12.37 (feet) POSTED AL7288 ___________________________________________________________________ AL7288 GEOID HEIGHT- -27.05 (meters) GEOID03 AL7288 DYNAMIC HT - 3.770 (meters) 12.37 (feet) COMP AL7288 MODELED GRAV- 979,223.3 (mgal) NAVD 88 AL7288 AL7288 VERT ORDER - * POSTED, Code A , SEE BELOW AL7288 AL7288.The horizontal coordinates were scaled from a topographic map and have AL7288.an estimated accuracy of +/- 6 seconds. AL7288 AL7288.The orthometric height was determined by differential leveling AL7288.and adjusted by the National Geodetic Survey in 1992. AL7288.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7288.rate of 0.0 thru 1.0 mm/km. AL7288 AL7288.The geoid height was determined by GEOID03. AL7288 AL7288.The dynamic height is computed by dividing the NAVD 88 AL7288.geopotential number by the normal gravity value computed on the AL7288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7288.degrees latitude (g = 980.6199 gals.). AL7288 AL7288.The modeled gravity was interpolated from observed gravity values. AL7288 AL7288; North East Units Estimated Accuracy AL7288;SPC FL W - 494,730. 142,460. MT (+/- 180 meters Scaled) AL7288 AL7288 SUPERSEDED SURVEY CONTROL AL7288 AL7288.No superseded survey control is available for this station. AL7288 AL7288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM448865(NAD 83) AL7288_MARKER: DD = SURVEY DISK AL7288_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AL7288_SP_SET: BRIDGE GUARDRAIL AL7288_STAMPING: CR 32 1977 CLB AL7288_MARK LOGO: FLDNR AL7288_MAGNETIC: N = NO MAGNETIC MATERIAL AL7288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL7288+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2004 AL7288 AL7288 HISTORY - Date Condition Report By AL7288 HISTORY - 1977 MONUMENTED FLDNR AL7288 HISTORY - 1988 GOOD USPSQD AL7288 HISTORY - 1990 GOOD USPSQD AL7288 HISTORY - 19900221 GOOD USPSQD AL7288 HISTORY - 19910214 GOOD USPSQD AL7288 HISTORY - 19940518 GOOD USPSQD AL7288 HISTORY - 20031102 GOOD USPSQD AL7288 HISTORY - 20040121 GOOD FLDEP AL7288 AL7288 STATION DESCRIPTION AL7288 AL7288'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7288'0.7 MI WSW FROM HOMOSASSA SPRINGS. AL7288'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 490A, AL7288'AT HOMOSASSA SPRINGS, PROCEED WEST ALONG STATE ROAD 490A, 0.65 AL7288'MILES TO FISH BOWL DRIVE, THENCE SOUTHWEST ALONG FISH BOWL DRIVE AL7288'0.5 MILES TO A BRIDGE OVER HOMOSASSA RIVER AND THE MARK, WHICH BEARS AL7288'1 FOOT NORTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE, 13.5 FEET AL7288'SOUTHEAST OF THE CENTER LINE OF FISH BOWL DRIVE, 100.5 FEET NORTHEAST AL7288'OF A POWER POLE. AL7288 AL7288 STATION RECOVERY (1988) AL7288 AL7288'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS) AL7288'RECOVERED IN GOOD CONDITION. AL7288 AL7288 STATION RECOVERY (1990) AL7288 AL7288'RECOVERY NOTE BY US POWER SQUADRON 1990 (PLL) AL7288'RECOVERED IN GOOD CONDITION. AL7288 AL7288 STATION RECOVERY (1990) AL7288 AL7288'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7288'RECOVERED IN GOOD CONDITION. AL7288 AL7288 STATION RECOVERY (1991) AL7288 AL7288'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7288'RECOVERED IN GOOD CONDITION. AL7288 AL7288 STATION RECOVERY (1994) AL7288 AL7288'RECOVERY NOTE BY US POWER SQUADRON 1994 AL7288'RECOVERED IN GOOD CONDITION. AL7288 AL7288 STATION RECOVERY (2003) AL7288 AL7288'RECOVERY NOTE BY US POWER SQUADRON 2003 (BEH) AL7288'RECOVERED IN GOOD CONDITION. AL7288 AL7288 STATION RECOVERY (2004) AL7288 AL7288'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7288'RECOVERED IN GOOD CONDITION. AL7288' AL7288'NOTE DISK IS SET IN THE TOP OF A GUARDRAIL IN THE SOUTHWEST CORNER OF AL7288'THE BRIDGE. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7299 *********************************************************************** AL7299 DESIGNATION - CR 36 AL7299 PID - AL7299 AL7299 STATE/COUNTY- FL/CITRUS AL7299 USGS QUAD - HOMOSASSA (1988) AL7299 AL7299 *CURRENT SURVEY CONTROL AL7299 ___________________________________________________________________ AL7299* NAD 83(1986)- 28 47 44. (N) 082 34 26. (W) SCALED AL7299* NAVD 88 - 1.725 (meters) 5.66 (feet) POSTED AL7299 ___________________________________________________________________ AL7299 GEOID HEIGHT- -27.05 (meters) GEOID03 AL7299 DYNAMIC HT - 1.720 (meters) 5.64 (feet) COMP AL7299 MODELED GRAV- 979,223.2 (mgal) NAVD 88 AL7299 AL7299 VERT ORDER - * POSTED, Code A , SEE BELOW AL7299 AL7299.The horizontal coordinates were scaled from a topographic map and have AL7299.an estimated accuracy of +/- 6 seconds. AL7299 AL7299.The orthometric height was determined by differential leveling AL7299.and adjusted by the National Geodetic Survey in 1992. AL7299.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7299.rate of 0.0 thru 1.0 mm/km. AL7299 AL7299.The geoid height was determined by GEOID03. AL7299 AL7299.The dynamic height is computed by dividing the NAVD 88 AL7299.geopotential number by the normal gravity value computed on the AL7299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7299.degrees latitude (g = 980.6199 gals.). AL7299 AL7299.The modeled gravity was interpolated from observed gravity values. AL7299 AL7299; North East Units Estimated Accuracy AL7299;SPC FL W - 494,510. 143,970. MT (+/- 180 meters Scaled) AL7299 AL7299 SUPERSEDED SURVEY CONTROL AL7299 AL7299.No superseded survey control is available for this station. AL7299 AL7299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM463863(NAD 83) AL7299_MARKER: DB = BENCH MARK DISK AL7299_SETTING: 30 = SET IN A LIGHT STRUCTURE AL7299_SP_SET: BOX CULVERT AL7299_STAMPING: CR 36 1977 CLB AL7299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7299 AL7299 HISTORY - Date Condition Report By AL7299 HISTORY - 1977 MONUMENTED FLDNR AL7299 HISTORY - 1988 GOOD USPSQD AL7299 HISTORY - 1990 GOOD USPSQD AL7299 HISTORY - 19900226 GOOD USPSQD AL7299 HISTORY - 19910214 GOOD USPSQD AL7299 HISTORY - 19970205 MARK NOT FOUND USPSQD AL7299 HISTORY - 20040121 MARK NOT FOUND FLDEP AL7299 AL7299 STATION DESCRIPTION AL7299 AL7299'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7299'0.76 MI SSE FROM HOMOSASSA SPRINGS. AL7299'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19/98 AND STATE ROAD 490 AL7299'AT HOMOSASSA SPRINGS. PROCEED SOUTH SOUTHEAST ALONG U.S. HIGHWAY AL7299'19/98 FOR 0.76 MILES TO THE MARK ON THE RIGHT, WHICH BEARS 44 FEET AL7299'SOUTHWEST OF THE CENTER LINE OF THE SOUTH BOUND LANE OF U.S. AL7299'HIGHWAY 19/98, 3.6 FEET NORTHWEST OF THE END OF A CULVERT. AL7299 AL7299 STATION RECOVERY (1988) AL7299 AL7299'RECOVERY NOTE BY US POWER SQUADRON 1988 (GRP) AL7299'RECOVERED IN GOOD CONDITION. AL7299 AL7299 STATION RECOVERY (1990) AL7299 AL7299'RECOVERY NOTE BY US POWER SQUADRON 1990 (PAM) AL7299'RECOVERED IN GOOD CONDITION. AL7299 AL7299 STATION RECOVERY (1990) AL7299 AL7299'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7299'RECOVERED IN GOOD CONDITION. AL7299 AL7299 STATION RECOVERY (1991) AL7299 AL7299'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7299'RECOVERED IN GOOD CONDITION. AL7299 AL7299 STATION RECOVERY (1997) AL7299 AL7299'RECOVERY NOTE BY US POWER SQUADRON 1997 AL7299'MARK NOT FOUND. AL7299 AL7299 STATION RECOVERY (2004) AL7299 AL7299'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7299'THE MARK WAS NOT FOUND POSSIBLY DUE TO CULVERT REPLACEMENT. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7305 *********************************************************************** AL7305 DESIGNATION - CR 37 AL7305 PID - AL7305 AL7305 STATE/COUNTY- FL/CITRUS AL7305 USGS QUAD - CHASSAHOWITZKA (1988) AL7305 AL7305 *CURRENT SURVEY CONTROL AL7305 ___________________________________________________________________ AL7305* NAD 83(1986)- 28 43 48. (N) 082 33 12. (W) SCALED AL7305* NAVD 88 - 3.223 (meters) 10.57 (feet) POSTED AL7305 ___________________________________________________________________ AL7305 GEOID HEIGHT- -26.90 (meters) GEOID03 AL7305 DYNAMIC HT - 3.220 (meters) 10.56 (feet) COMP AL7305 MODELED GRAV- 979,220.5 (mgal) NAVD 88 AL7305 AL7305 VERT ORDER - * POSTED, Code A , SEE BELOW AL7305 AL7305.The horizontal coordinates were scaled from a topographic map and have AL7305.an estimated accuracy of +/- 6 seconds. AL7305 AL7305.The orthometric height was determined by differential leveling AL7305.and adjusted by the National Geodetic Survey in 1992. AL7305.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7305.rate of 0.0 thru 1.0 mm/km. AL7305 AL7305.The geoid height was determined by GEOID03. AL7305 AL7305.The dynamic height is computed by dividing the NAVD 88 AL7305.geopotential number by the normal gravity value computed on the AL7305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7305.degrees latitude (g = 980.6199 gals.). AL7305 AL7305.The modeled gravity was interpolated from observed gravity values. AL7305 AL7305; North East Units Estimated Accuracy AL7305;SPC FL W - 487,230. 145,950. MT (+/- 180 meters Scaled) AL7305 AL7305 SUPERSEDED SURVEY CONTROL AL7305 AL7305.No superseded survey control is available for this station. AL7305 AL7305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM483790(NAD 83) AL7305_MARKER: DD = SURVEY DISK AL7305_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AL7305_SP_SET: CULVERT HEADWALL AL7305_STAMPING: CR 37 1977 CLB AL7305_MARK LOGO: FLDNR AL7305_MAGNETIC: N = NO MAGNETIC MATERIAL AL7305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7305+STABILITY: SURFACE MOTION AL7305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL7305+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2004 AL7305 AL7305 HISTORY - Date Condition Report By AL7305 HISTORY - 1977 MONUMENTED FLDNR AL7305 HISTORY - 1988 GOOD USPSQD AL7305 HISTORY - 1990 GOOD USPSQD AL7305 HISTORY - 19900226 GOOD USPSQD AL7305 HISTORY - 19910214 GOOD USPSQD AL7305 HISTORY - 19940518 GOOD USPSQD AL7305 HISTORY - 20040208 GOOD FLDEP AL7305 AL7305 STATION DESCRIPTION AL7305 AL7305'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7305'5.9 MI SSE FROM HOMOSASSA SPRINGS. AL7305'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19/98 AND STATE ROAD AL7305'490 AT HOMOSASSA SPRINGS. PROCEED SOUTH SOUTHEAST ALONG U.S. AL7305'HIGHWAY 19/98 FOR 5.9 MILES TO THE MARK ON THE RIGHT, WHICH BEARS AL7305'33 FEET WEST OF CENTER LINE OF SOUTH BOUND LANE OF U.S. HIGHWAY AL7305'19/98, 59 FEET NORTHEAST OF TELEPHONE POLE LP2100, 2.5 FEET NORTH AL7305'OF THE SOUTH END OF A HEADWALL. AL7305 AL7305 STATION RECOVERY (1988) AL7305 AL7305'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS) AL7305'RECOVERED IN GOOD CONDITION. AL7305 AL7305 STATION RECOVERY (1990) AL7305 AL7305'RECOVERY NOTE BY US POWER SQUADRON 1990 (GRM) AL7305'RECOVERED IN GOOD CONDITION. AL7305 AL7305 STATION RECOVERY (1990) AL7305 AL7305'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7305'RECOVERED IN GOOD CONDITION. AL7305 AL7305 STATION RECOVERY (1991) AL7305 AL7305'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7305'RECOVERED IN GOOD CONDITION. AL7305 AL7305 STATION RECOVERY (1994) AL7305 AL7305'RECOVERY NOTE BY US POWER SQUADRON 1994 AL7305'RECOVERED IN GOOD CONDITION. AL7305 AL7305 STATION RECOVERY (2004) AL7305 AL7305'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7305'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7306 *********************************************************************** AL7306 DESIGNATION - CR 38 AL7306 PID - AL7306 AL7306 STATE/COUNTY- FL/CITRUS AL7306 USGS QUAD - CHASSAHOWITZKA (1988) AL7306 AL7306 *CURRENT SURVEY CONTROL AL7306 ___________________________________________________________________ AL7306* NAD 83(1986)- 28 43 18. (N) 082 33 12. (W) SCALED AL7306* NAVD 88 - 3.743 (meters) 12.28 (feet) POSTED AL7306 ___________________________________________________________________ AL7306 GEOID HEIGHT- -26.88 (meters) GEOID03 AL7306 DYNAMIC HT - 3.740 (meters) 12.27 (feet) COMP AL7306 MODELED GRAV- 979,219.6 (mgal) NAVD 88 AL7306 AL7306 VERT ORDER - * POSTED, Code A , SEE BELOW AL7306 AL7306.The horizontal coordinates were scaled from a topographic map and have AL7306.an estimated accuracy of +/- 6 seconds. AL7306 AL7306.The orthometric height was determined by differential leveling AL7306.and adjusted by the National Geodetic Survey in 1992. AL7306.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7306.rate of 0.0 thru 1.0 mm/km. AL7306 AL7306.The geoid height was determined by GEOID03. AL7306 AL7306.The dynamic height is computed by dividing the NAVD 88 AL7306.geopotential number by the normal gravity value computed on the AL7306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7306.degrees latitude (g = 980.6199 gals.). AL7306 AL7306.The modeled gravity was interpolated from observed gravity values. AL7306 AL7306; North East Units Estimated Accuracy AL7306;SPC FL W - 486,310. 145,940. MT (+/- 180 meters Scaled) AL7306 AL7306 SUPERSEDED SURVEY CONTROL AL7306 AL7306.No superseded survey control is available for this station. AL7306 AL7306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM482781(NAD 83) AL7306_MARKER: DD = SURVEY DISK AL7306_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AL7306_SP_SET: COPPER-CLAD STEEL ROD AL7306_STAMPING: CR 38 1977 CLB AL7306_MARK LOGO: FLDNR AL7306_PROJECTION: FLUSH AL7306_MAGNETIC: N = NO MAGNETIC MATERIAL AL7306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL7306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7306+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2004 AL7306 AL7306 HISTORY - Date Condition Report By AL7306 HISTORY - 1977 MONUMENTED FLDNR AL7306 HISTORY - 1985 GOOD FLDNR AL7306 HISTORY - 1987 GOOD LOCSUR AL7306 HISTORY - 1988 POOR USPSQD AL7306 HISTORY - 1990 GOOD USPSQD AL7306 HISTORY - 19900226 GOOD USPSQD AL7306 HISTORY - 19910214 GOOD USPSQD AL7306 HISTORY - 19940518 GOOD USPSQD AL7306 HISTORY - 20040208 SEE DESCRIPTION FLDEP AL7306 AL7306 STATION DESCRIPTION AL7306 AL7306'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7306'1.6 MI NE FROM CHASSAHOWITZKA. AL7306'BEGIN 1.6 MILES NORTHEAST OF CHASSAHOWITZKA AT THE INTERSECTION AL7306'OF U.S. HIGHWAY 19 AND U.S. HIGHWAY 98 AND STATE ROAD 480, THE MARK AL7306'BEARS 132 FEET SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 19 AND AL7306'STATE ROAD 480, 6 FEET SOUTHWEST OF A POWER POLE, 72 FEET EAST OF AL7306'A LIGHT POLE CR 184-2, 60 FEET SOUTHWEST OF THE CENTER LINE OF THE AL7306'SOUTH BOUND LANE OF U.S. HIGHWAY 19. AL7306 AL7306 STATION RECOVERY (1985) AL7306 AL7306'RECOVERY NOTE BY FL DEPT OF NAT RES 1985 AL7306'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS 71.5 FEET SOUTHEAST OF AL7306'A LIGHT POLE. AL7306 AL7306 STATION RECOVERY (1987) AL7306 AL7306'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (WHT) AL7306'RECOVERED IN GOOD CONDITION. AL7306 AL7306 STATION RECOVERY (1988) AL7306 AL7306'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS) AL7306'MARK RECOVERED IN POOR CONDITION. AL7306 AL7306 STATION RECOVERY (1990) AL7306 AL7306'RECOVERY NOTE BY US POWER SQUADRON 1990 (GRM) AL7306'RECOVERED IN GOOD CONDITION. AL7306 AL7306 STATION RECOVERY (1990) AL7306 AL7306'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7306'RECOVERED IN GOOD CONDITION. AL7306 AL7306 STATION RECOVERY (1991) AL7306 AL7306'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7306'RECOVERED IN GOOD CONDITION. AL7306 AL7306 STATION RECOVERY (1994) AL7306 AL7306'RECOVERY NOTE BY US POWER SQUADRON 1994 AL7306'RECOVERED IN GOOD CONDITION. AL7306 AL7306 STATION RECOVERY (2004) AL7306 AL7306'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7306'RECOVERED IN QUESTIONABLE CONDITION AND A NEW TO REACH. AL7306' AL7306'NOTE THE DISK IS BENT BUT CENTER OF DISK IS INTACT AND STILL THE HIGH AL7306'POINT OF THE DISK. AL7306' AL7306'THE MARK IS ABOUT 6.1 MI SOUTH OF HOMOSASSA SPRINGS, IN SECTION 25, AL7306'TOWNSHIP 20 SOUTH, RANGE 17 EAST. AL7306' AL7306'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 490A AND U.S. AL7306'HIGHWAY 19, 98 IN HOMOSASSA SPRINGS, GO SOUTH ON U.S. HIGHWAY 19, 98 AL7306'FOR 6.1 MI TO THE INTERSECTION OF U.S. HIGHWAY 98 ON THE LEFT AND AL7306'COUNTY ROAD 480 ON THE RIGHT AND THE MARK ON THE RIGHT. AL7306' AL7306'NOTE THE DISK WAS GONE DUE TO LANDSCAPING WORK 06-02-2004. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7310 *********************************************************************** AL7310 DESIGNATION - CR 39 AL7310 PID - AL7310 AL7310 STATE/COUNTY- FL/CITRUS AL7310 USGS QUAD - CHASSAHOWITZKA (1988) AL7310 AL7310 *CURRENT SURVEY CONTROL AL7310 ___________________________________________________________________ AL7310* NAD 83(1986)- 28 42 50. (N) 082 33 09. (W) SCALED AL7310* NAVD 88 - 2.424 (meters) 7.95 (feet) POSTED AL7310 ___________________________________________________________________ AL7310 GEOID HEIGHT- -26.86 (meters) GEOID03 AL7310 DYNAMIC HT - 2.420 (meters) 7.94 (feet) COMP AL7310 MODELED GRAV- 979,218.8 (mgal) NAVD 88 AL7310 AL7310 VERT ORDER - * POSTED, Code A , SEE BELOW AL7310 AL7310.The horizontal coordinates were scaled from a topographic map and have AL7310.an estimated accuracy of +/- 6 seconds. AL7310 AL7310.The orthometric height was determined by differential leveling AL7310.and adjusted by the National Geodetic Survey in 1992. AL7310.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7310.rate of 0.0 thru 1.0 mm/km. AL7310 AL7310.The geoid height was determined by GEOID03. AL7310 AL7310.The dynamic height is computed by dividing the NAVD 88 AL7310.geopotential number by the normal gravity value computed on the AL7310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7310.degrees latitude (g = 980.6199 gals.). AL7310 AL7310.The modeled gravity was interpolated from observed gravity values. AL7310 AL7310; North East Units Estimated Accuracy AL7310;SPC FL W - 485,450. 146,020. MT (+/- 180 meters Scaled) AL7310 AL7310 SUPERSEDED SURVEY CONTROL AL7310 AL7310.No superseded survey control is available for this station. AL7310 AL7310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM483772(NAD 83) AL7310_MARKER: DD = SURVEY DISK AL7310_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AL7310_SP_SET: CULVERT HEADWALL AL7310_STAMPING: CR 39 1977 CLB AL7310_MARK LOGO: FLDNR AL7310_MAGNETIC: N = NO MAGNETIC MATERIAL AL7310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7310+STABILITY: SURFACE MOTION AL7310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL7310+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2004 AL7310 AL7310 HISTORY - Date Condition Report By AL7310 HISTORY - 1977 MONUMENTED FLDNR AL7310 HISTORY - 1985 GOOD FLDNR AL7310 HISTORY - 1986 GOOD LOCSUR AL7310 HISTORY - 1990 GOOD USPSQD AL7310 HISTORY - 19900226 GOOD USPSQD AL7310 HISTORY - 19910116 GOOD USPSQD AL7310 HISTORY - 19940518 GOOD USPSQD AL7310 HISTORY - 20040116 GOOD FLDEP AL7310 AL7310 STATION DESCRIPTION AL7310 AL7310'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7310'2.2 MI EAST FROM CHASSAHOWITZKA. AL7310'BEGIN 1.6 MILES NORTHEAST OF CHASSAHOWITZKA AT THE INTERSECTION OF AL7310'U.S. HIGHWAY 19 AND U.S. HIGHWAY 98. PROCEED SOUTH ALONG U.S. AL7310'HIGHWAY 19 FOR 0.6 MILES TO THE MARK ON THE LEFT, WHICH BEARS 47 AL7310'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 19 NORTH BOUND LANE, AL7310'78 FEET SOUTHEAST OF A POWER POLE, 3 FEET SOUTH OF NORTH END OF A AL7310'HEADWALL. AL7310 AL7310 STATION RECOVERY (1985) AL7310 AL7310'RECOVERY NOTE BY FL DEPT OF NAT RES 1985 AL7310'RECOVERED IN GOOD CONDITION. AL7310 AL7310 STATION RECOVERY (1986) AL7310 AL7310'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (WHT) AL7310'RECOVERED IN GOOD CONDITION. AL7310 AL7310 STATION RECOVERY (1990) AL7310 AL7310'RECOVERY NOTE BY US POWER SQUADRON 1990 (VI) AL7310'RECOVERED IN GOOD CONDITION. AL7310 AL7310 STATION RECOVERY (1990) AL7310 AL7310'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7310'RECOVERED IN GOOD CONDITION. AL7310 AL7310 STATION RECOVERY (1991) AL7310 AL7310'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7310'RECOVERED IN GOOD CONDITION. AL7310 AL7310 STATION RECOVERY (1994) AL7310 AL7310'RECOVERY NOTE BY US POWER SQUADRON 1994 AL7310'RECOVERED IN GOOD CONDITION. AL7310 AL7310 STATION RECOVERY (2004) AL7310 AL7310'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7310'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH. AL7310' AL7310'THE MARK IS ABOUT 6.7 MI SOUTH OF HOMOSASSA SPRINGS, IN SECTION 25, AL7310'TOWNSHIP 20 SOUTH, RANGE 17 EAST. AL7310' AL7310'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 490A AND U.S. AL7310'HIGHWAY 19, 98 IN HOMOSASSA SPRINGS, GO SOUTH ON U.S. HIGHWAY 19, 98 AL7310'FOR 6.1 MI TO THE INTERSECTION OF U.S. HIGHWAY 98 ON THE LEFT AND AL7310'COUNTY ROAD 480 ON THE RIGHT, CONTINUE SOUTH ON U.S. HIGHWAY 19 FOR AL7310'0.6 MI TO THE MARK ON THE LEFT. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7311 *********************************************************************** AL7311 DESIGNATION - CR 40 AL7311 PID - AL7311 AL7311 STATE/COUNTY- FL/CITRUS AL7311 USGS QUAD - CHASSAHOWITZKA (1988) AL7311 AL7311 *CURRENT SURVEY CONTROL AL7311 ___________________________________________________________________ AL7311* NAD 83(1986)- 28 42 17. (N) 082 33 11. (W) SCALED AL7311* NAVD 88 - 3.103 (meters) 10.18 (feet) POSTED AL7311 ___________________________________________________________________ AL7311 GEOID HEIGHT- -26.84 (meters) GEOID03 AL7311 DYNAMIC HT - 3.100 (meters) 10.17 (feet) COMP AL7311 MODELED GRAV- 979,217.9 (mgal) NAVD 88 AL7311 AL7311 VERT ORDER - * POSTED, Code A , SEE BELOW AL7311 AL7311.The horizontal coordinates were scaled from a topographic map and have AL7311.an estimated accuracy of +/- 6 seconds. AL7311 AL7311.The orthometric height was determined by differential leveling AL7311.and adjusted by the National Geodetic Survey in 1992. AL7311.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7311.rate of 0.0 thru 1.0 mm/km. AL7311 AL7311.The geoid height was determined by GEOID03. AL7311 AL7311.The dynamic height is computed by dividing the NAVD 88 AL7311.geopotential number by the normal gravity value computed on the AL7311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7311.degrees latitude (g = 980.6199 gals.). AL7311 AL7311.The modeled gravity was interpolated from observed gravity values. AL7311 AL7311; North East Units Estimated Accuracy AL7311;SPC FL W - 484,430. 145,960. MT (+/- 180 meters Scaled) AL7311 AL7311 SUPERSEDED SURVEY CONTROL AL7311 AL7311.No superseded survey control is available for this station. AL7311 AL7311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM482762(NAD 83) AL7311_MARKER: DD = SURVEY DISK AL7311_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE AL7311_SP_SET: CULVERT HEADWALL AL7311_STAMPING: CR 40 1977 CLB AL7311_MARK LOGO: FLDNR AL7311_MAGNETIC: N = NO MAGNETIC MATERIAL AL7311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7311+STABILITY: SURFACE MOTION AL7311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL7311+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2004 AL7311 AL7311 HISTORY - Date Condition Report By AL7311 HISTORY - 1977 MONUMENTED FLDNR AL7311 HISTORY - 1990 GOOD USPSQD AL7311 HISTORY - 19900226 GOOD USPSQD AL7311 HISTORY - 19910116 GOOD USPSQD AL7311 HISTORY - 19940518 GOOD USPSQD AL7311 HISTORY - 20040208 GOOD FLDEP AL7311 AL7311 STATION DESCRIPTION AL7311 AL7311'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7311'2.8 MI SE FROM CHASSAHOWITZKA. AL7311'BEGIN 1.6 MILES NORTHEAST OF CHASSAHOWITZKA AT THE INTERSECTION AL7311'OF U.S. HIGHWAY 19 AND U.S. HIGHWAY 98. PROCEED SOUTH ALONG U.S. AL7311'HIGHWAY 19 FOR 1.2 MILES TO THE MARK ON THE RIGHT, WHICH BEARS 43 AL7311'FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 19 SOUTH BOUND LANE, AL7311'84 FEET NORTHEAST OF A 10 INCH PINE, 2.3 FEET NORTH OF THE SOUTH AL7311'END OF A HEADWALL. AL7311 AL7311 STATION RECOVERY (1990) AL7311 AL7311'RECOVERY NOTE BY US POWER SQUADRON 1990 (VI) AL7311'RECOVERED IN GOOD CONDITION. AL7311 AL7311 STATION RECOVERY (1990) AL7311 AL7311'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7311'RECOVERED IN GOOD CONDITION. AL7311 AL7311 STATION RECOVERY (1991) AL7311 AL7311'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7311'RECOVERED IN GOOD CONDITION. AL7311 AL7311 STATION RECOVERY (1994) AL7311 AL7311'RECOVERY NOTE BY US POWER SQUADRON 1994 AL7311'RECOVERED IN GOOD CONDITION. AL7311 AL7311 STATION RECOVERY (2004) AL7311 AL7311'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7311'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH. AL7311' AL7311'THE MARK IS ABOUT 7.3 MI SOUTH OF HOMOSASSA SPRINGS, IN SECTION 36, AL7311'TOWNSHIP 20 SOUTH, RANGE 17 EAST. AL7311' AL7311'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 490A AND U.S. AL7311'HIGHWAY 19, 98 IN HOMOSASSA SPRINGS, GO SOUTH ON U.S. HIGHWAY 19, 98 AL7311'FOR 6.1 MI TO THE INTERSECTION OF U.S. HIGHWAY 98 ON THE LEFT AND AL7311'COUNTY ROAD 480 ON THE RIGHT, CONTINUE SOUTH ON U.S. HIGHWAY 19 FOR AL7311'1.2 MI TO THE MARK ON THE RIGHT. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 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- -27.28 (meters) GEOID03 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 GEOID03. AL8250 AL8250; North East Units Scale Factor 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! - Elev Factor x Scale Factor = Combined Factor AL8250!SPC FL W - 1.00000391 x 0.99998542 = 0.99998933 AL8250!UTM 17 - 1.00000391 x 0.99990553 = 0.99990944 AL8250 AL8250: Primary Azimuth Mark Grid Az AL8250:SPC FL W - CR 51 A 336 42 27.4 AL8250:UTM 17 - CR 51 A 337 11 29.3 AL8250 AL8250|---------------------------------------------------------------------| AL8250| PID Reference Object Distance Geod. Az | AL8250| dddmmss.s | AL8250| AL8247 CR 51 A 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 H (08/31/94) -24.78 (m) 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_SP_SET: ALUMINUM ALLOY ROD 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 HISTORY - 20040111 MARK NOT FOUND FLDEP 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. AL8250 AL8250 STATION RECOVERY (2004) AL8250 AL8250'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL8250'THE MARK WAS NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL8247 *********************************************************************** AL8247 DESIGNATION - CR 51 A AL8247 PID - AL8247 AL8247 STATE/COUNTY- FL/CITRUS AL8247 USGS QUAD - CRYSTAL RIVER (1988) AL8247 AL8247 *CURRENT SURVEY CONTROL AL8247 ___________________________________________________________________ AL8247* NAD 83(1999)- 28 56 05.12951(N) 082 37 04.66302(W) ADJUSTED AL8247* NAVD 88 - 2.5 (meters) 8. (feet) GPS OBS AL8247 ___________________________________________________________________ AL8247 X - 717,756.502 (meters) COMP AL8247 Y - -5,540,016.334 (meters) COMP AL8247 Z - 3,067,562.749 (meters) COMP AL8247 LAPLACE CORR- -1.14 (seconds) DEFLEC99 AL8247 ELLIP HEIGHT- -24.81 (meters) (06/19/01) GPS OBS AL8247 GEOID HEIGHT- -27.28 (meters) GEOID03 AL8247 AL8247 HORZ ORDER - FIRST AL8247 ELLP ORDER - FOURTH CLASS I AL8247 AL8247.The horizontal coordinates were established by GPS observations AL8247.and adjusted by the National Geodetic Survey in June 2001. AL8247 AL8247.The orthometric height was determined by GPS observations and a AL8247.high-resolution geoid model. AL8247 AL8247.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL8247 AL8247.The Laplace correction was computed from DEFLEC99 derived deflections. AL8247 AL8247.The ellipsoidal height was determined by GPS observations AL8247.and is referenced to NAD 83. AL8247 AL8247.The geoid height was determined by GEOID03. AL8247 AL8247; North East Units Scale Factor Converg. AL8247;SPC FL W - 509,956.575 139,751.609 MT 0.99998595 -0 17 56.4 AL8247;UTM 17 - 3,201,834.870 342,300.531 MT 0.99990690 -0 46 58.6 AL8247 AL8247! - Elev Factor x Scale Factor = Combined Factor AL8247!SPC FL W - 1.00000390 x 0.99998595 = 0.99998985 AL8247!UTM 17 - 1.00000390 x 0.99990690 = 0.99991080 AL8247 AL8247: Primary Azimuth Mark Grid Az AL8247:SPC FL W - CR 51 156 42 27.7 AL8247:UTM 17 - CR 51 157 11 29.9 AL8247 AL8247|---------------------------------------------------------------------| AL8247| PID Reference Object Distance Geod. Az | AL8247| dddmmss.s | AL8247| AL8250 CR 51 APPROX. 0.9 KM 1562431.3 | AL8247|---------------------------------------------------------------------| AL8247 AL8247 SUPERSEDED SURVEY CONTROL AL8247 AL8247 NAD 83(1990)- 28 56 05.12845(N) 082 37 04.66277(W) AD( ) 1 AL8247 ELLIP H (08/31/94) -24.68 (m) GP( ) 4 1 AL8247 AL8247.Superseded values are not recommended for survey control. AL8247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL8247.See file dsdata.txt to determine how the superseded data were derived. AL8247 AL8247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4230101835(NAD 83) AL8247_MARKER: DD = SURVEY DISK AL8247_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AL8247_SP_SET: ALUMINUM ALLOY ROD AL8247_STAMPING: CR 51A 1993 AL8247_MARK LOGO: FLDNR AL8247_PROJECTION: FLUSH AL8247_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT AL8247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL8247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL8247+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2004 AL8247_ROD/PIPE-DEPTH: 6.1 meters AL8247 AL8247 HISTORY - Date Condition Report By AL8247 HISTORY - 1993 MONUMENTED GENGRP AL8247 HISTORY - 20040111 GOOD FLDEP AL8247 AL8247 STATION DESCRIPTION AL8247 AL8247'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1993 AL8247'THE STATION IS LOCATED NORTH OF CRYSTAL RIVER IN THE MEDIAN OF U.S. AL8247'HIGHWAY 19. FROM THE INTERSECTION OF U.S.HIGHWAY 19 AND WEST AL8247'POWERLINE ROAD (COAST LINE R.R. SEABOARD TRACKS) PROCEED SOUTH ALONG AL8247'U.S. HIGHWAY 19, 1.9 MI (3.1 KM) TO THE STATION ON THE LEFT. THE AL8247'STATION IS LOCATED IN A GRASS MEDIAN 13.4 FT (4.1 M) EAST OF THE EDGE AL8247'OF PAVEMENT OF THE SOUTH BOUND LANES AND 27 FT (8.2 M) WEST OF THE AL8247'EDGE OF PAVEMENT FOR THE NORTHBOUND LANES AND SOUTHEAST OF A AL8247'POWERPOLE. THE STATION IS 10CM BELOW GROUND. AL8247 AL8247 STATION RECOVERY (2004) AL8247 AL8247'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL8247'RECOVERED IN GOOD CONDITION WITH THESE CHANGES. AL8247' AL8247'NOTE THE MILEAGE FROM WEST POWERLINE ROAD IN ORIGINAL STATION AL8247'DESCRIPTION SHOULD BE 1.6 MILES SOUTHEAST. AL8247' AL8247'THE STATION IS ABOUT 3.5 MI NORTHWEST OF CRYSTAL RIVER, IN SECTION 5, AL8247'TOWNSHIP 17 SOUTH, RANGE 17 EAST. AL8247' AL8247'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 44 AND U.S. AL8247'HIGHWAY 19, 98 IN CRYSTAL RIVER, GO NORTHWEST ON U.S. HIGHWAY 19, 98 AL8247'FOR 3.45 MI TO THE STATION ON THE LEFT, IN THE GRASS MEDIAN. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 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- -27.25 (meters) GEOID03 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 GEOID03. AL8246 AL8246; North East Units Scale Factor 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! - Elev Factor x Scale Factor = Combined Factor AL8246!SPC FL W - 1.00000393 x 0.99998400 = 0.99998793 AL8246!UTM 17 - 1.00000393 x 0.99990186 = 0.99990579 AL8246 AL8246: Primary Azimuth Mark Grid Az AL8246:SPC FL W - CR 52 A 336 01 18.8 AL8246:UTM 17 - CR 52 A 336 30 19.6 AL8246 AL8246|---------------------------------------------------------------------| AL8246| PID Reference Object Distance Geod. Az | AL8246| dddmmss.s | AL8246| AL8251 CR 52 A 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 H (08/31/94) -24.82 (m) 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_SP_SET: ALUMINUM ALLOY ROD AL8246_STAMPING: CR 52 1993 AL8246_MARK LOGO: FLDNR AL8246_PROJECTION: FLUSH 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 - January 11, 2004 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 HISTORY - 20040111 GOOD FLDEP 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. AL8246 AL8246 STATION RECOVERY (2004) AL8246 AL8246'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL8246'RECOVERED IN GOOD CONDITION. AL8246' AL8246'NOTE SOUTH ENTRANCE TO THE CRYSTAL RIVER MALL IS NORTHWEST 6TH AVENUE. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL8251 *********************************************************************** AL8251 DESIGNATION - CR 52 A 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- -27.26 (meters) GEOID03 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 GEOID03. AL8251 AL8251; North East Units Scale Factor 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! - Elev Factor x Scale Factor = Combined Factor AL8251!SPC FL W - 1.00000398 x 0.99998452 = 0.99998850 AL8251!UTM 17 - 1.00000398 x 0.99990320 = 0.99990718 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 H (08/31/94) -25.20 (m) 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_SP_SET: ALUMINUM ALLOY ROD 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 HISTORY - 20040111 MARK NOT FOUND FLDEP 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. AL8251 AL8251 STATION RECOVERY (2004) AL8251 AL8251'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL8251'THE MARK WAS NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AR1474 *********************************************************************** AR1474 DESIGNATION - CR 9 AR1474 PID - AR1474 AR1474 STATE/COUNTY- FL/CITRUS AR1474 USGS QUAD - YANKEETOWN (1993) AR1474 AR1474 *CURRENT SURVEY CONTROL AR1474 ___________________________________________________________________ AR1474* NAD 83(1986)- 29 01 27. (N) 082 40 10. (W) SCALED AR1474* NAVD 88 - 5.875 (meters) 19.27 (feet) POSTED AR1474 ___________________________________________________________________ AR1474 GEOID HEIGHT- -27.35 (meters) GEOID03 AR1474 DYNAMIC HT - 5.870 (meters) 19.26 (feet) COMP AR1474 MODELED GRAV- 979,239.4 (mgal) NAVD 88 AR1474 AR1474 VERT ORDER - * POSTED, Code C , SEE BELOW AR1474 AR1474.The horizontal coordinates were scaled from a topographic map and have AR1474.an estimated accuracy of +/- 6 seconds. AR1474 AR1474.The orthometric height was determined by differential leveling AR1474.and adjusted by the National Geodetic Survey in 1992. AR1474.* This is a POSTED BENCH MARK height. Code C indicates a distribution AR1474.rate of 2.1 thru 3.0 mm/km. AR1474 AR1474.The geoid height was determined by GEOID03. AR1474 AR1474.The dynamic height is computed by dividing the NAVD 88 AR1474.geopotential number by the normal gravity value computed on the AR1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AR1474.degrees latitude (g = 980.6199 gals.). AR1474 AR1474.The modeled gravity was interpolated from observed gravity values. AR1474 AR1474; North East Units Estimated Accuracy AR1474;SPC FL W - 519,890. 134,790. MT (+/- 180 meters Scaled) AR1474 AR1474 SUPERSEDED SURVEY CONTROL AR1474 AR1474.No superseded survey control is available for this station. AR1474 AR1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN374118(NAD 83) AR1474_MARKER: DD = SURVEY DISK AR1474_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AR1474_SP_SET: BRIDGE GUARDRAIL AR1474_STAMPING: CR 9 1977 AR1474_MARK LOGO: FLDT AR1474_MAGNETIC: N = NO MAGNETIC MATERIAL AR1474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AR1474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AR1474+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2004 AR1474 AR1474 HISTORY - Date Condition Report By AR1474 HISTORY - 1977 MONUMENTED FLDT AR1474 HISTORY - 1985 GOOD FLDNR AR1474 HISTORY - 19941010 GOOD USPSQD AR1474 HISTORY - 20040109 GOOD FLDEP AR1474 AR1474 STATION DESCRIPTION AR1474 AR1474'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977 AR1474'0.4 MI SE FROM INGLIS. AR1474'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 40 AR1474'AT INGLIS. PROCEED SOUTHEAST ALONG US HIGHWAY 19/98 0.4 MILES AR1474'TO THE SOUTH END OF A BRIDGE OVER THE WITHLACOOCHEE RIVER, AND AR1474'THE MARK, WHICH BEARS 5.3 FEET NORTH OF THE SOUTH END OF THE BRIDGE AR1474'RAIL, 22.5 FEET WEST OF THE CENTER LINE OF THE SOUTH BOUND LANE AR1474'OF US HIGHWAY 19/98, 52 FEET NORTHEAST OF A POWER POLE. AR1474 AR1474 STATION RECOVERY (1985) AR1474 AR1474'RECOVERY NOTE BY FL DEPT OF NAT RES 1985 AR1474'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS NOT A FLORIDA AR1474'DEPARTMENT OF NATURAL RESOURCES DISK, BUT A FLORIDA DEPARTMENT OF AR1474'TRANSPORTATION DISK. AR1474 AR1474 STATION RECOVERY (1994) AR1474 AR1474'RECOVERY NOTE BY US POWER SQUADRON 1994 AR1474'RECOVERED IN GOOD CONDITION. AR1474 AR1474 STATION RECOVERY (2004) AR1474 AR1474'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AR1474'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL0951 *********************************************************************** AL0951 DESIGNATION - CRYSTAL AL0951 PID - AL0951 AL0951 STATE/COUNTY- FL/CITRUS AL0951 USGS QUAD - CRYSTAL RIVER (1988) AL0951 AL0951 *CURRENT SURVEY CONTROL AL0951 ___________________________________________________________________ AL0951* NAD 83(1990)- 28 53 15.22231(N) 082 34 54.97550(W) ADJUSTED AL0951* NAVD 88 - 8. (meters) 26. (feet) SCALED AL0951 ___________________________________________________________________ AL0951 LAPLACE CORR- -0.95 (seconds) DEFLEC99 AL0951 GEOID HEIGHT- -27.24 (meters) GEOID03 AL0951 AL0951 HORZ ORDER - FIRST AL0951 AL0951.The horizontal coordinates were established by classical geodetic methods AL0951.and adjusted by the National Geodetic Survey in May 1991. AL0951 AL0951.The orthometric height was scaled from a topographic map. AL0951 AL0951.The Laplace correction was computed from DEFLEC99 derived deflections. AL0951 AL0951.The geoid height was determined by GEOID03. AL0951 AL0951; North East Units Scale Factor Converg. AL0951;SPC FL W - 504,707.959 143,238.191 MT 0.99998092 -0 16 52.1 AL0951;UTM 17 - 3,196,557.452 345,742.402 MT 0.99989365 -0 45 51.7 AL0951 AL0951! - Elev Factor x Scale Factor = Combined Factor AL0951!SPC FL W - 1.00000306 x 0.99998092 = 0.99998398 AL0951!UTM 17 - 1.00000306 x 0.99989365 = 0.99989671 AL0951 AL0951: Primary Azimuth Mark Grid Az AL0951:SPC FL W - CRYSTAL AZ MK 200 16 50.6 AL0951:UTM 17 - CRYSTAL AZ MK 200 45 50.2 AL0951 AL0951|---------------------------------------------------------------------| AL0951| PID Reference Object Distance Geod. Az | AL0951| dddmmss.s | AL0951| CW6818 CRYSTAL RM 1 46.116 METERS 05125 | AL0951| AL0952 NEWTOWN WATER TANK APPROX. 9.7 KM 1802035.9 | AL0951| CW6817 CRYSTAL AZ MK 1995958.5 | AL0951| AL0949 CRYSTAL RIVER MUNICIPAL TANK APPROX. 1.6 KM 3245429.9 | AL0951| CW6819 CRYSTAL RM 2 36.262 METERS 32732 | AL0951|---------------------------------------------------------------------| AL0951 AL0951 SUPERSEDED SURVEY CONTROL AL0951 AL0951 NAD 83(1986)- 28 53 15.22769(N) 082 34 54.98222(W) AD( ) 1 AL0951 NAD 27 - 28 53 14.30400(N) 082 34 55.61900(W) AD( ) 1 AL0951 AL0951.Superseded values are not recommended for survey control. AL0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0951.See file dsdata.txt to determine how the superseded data were derived. AL0951 AL0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4574296557(NAD 83) AL0951_MARKER: DS = TRIANGULATION STATION DISK AL0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0951_SP_SET: TOP OF SQUARE CONCRETE MONUMENT AL0951 AL0951 HISTORY - Date Condition Report By AL0951 HISTORY - 1934 MONUMENTED CGS AL0951 HISTORY - 1940 GOOD CGS AL0951 HISTORY - 1958 SEE DESCRIPTION CGS AL0951 HISTORY - 19900119 GOOD USPSQD AL0951 HISTORY - 19960205 MARK NOT FOUND USPSQD AL0951 HISTORY - 20040111 MARK NOT FOUND FLDEP AL0951 AL0951 STATION DESCRIPTION AL0951 AL0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA) AL0951'STATION IS ABOUT 1 MILE SE OF CRYSTAL RIVER AND ABOUT 300 YARDS E AL0951'OF THE CRYSTAL RIVER-HOMASASSA HIGHWAY, ON THE HIGHEST POINT OF AL0951'A LOW SAND HILL ON PROPERTY OWNED BY FREDERICK VAN ROY. IT IS AL0951'242 FEET NE OF THE NE CORNER OF A LARGE SHEET-METAL-COVERED AL0951'BUILDING OF AN OLD CANNING PLANT AND BOX FACTORY, 100 FEET N OF AL0951'THE WESTERN PROLONGATION OF A SMALL EARTH DAM WHICH IS ABOUT 200 AL0951'FEET E OF THE STATION, AND 20 FEET NE OF THE EDGE OF AL0951'EXCAVATION. AL0951' AL0951'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD AL0951'BRONZE DISKS SET IN CONCRETE. AL0951'SURFACE AND REFERENCE MARKS PROJECT 8 INCHES ABOVE THE AL0951'GROUND. THE AZIMUTH MARK PROJECTS 6 INCHES ABOVE GROUND. AL0951' AL0951'AZIMUTH MARK IS 0.15 MILE S OF THE ENTRANCE TO THE CANNING AL0951'PLANT AND BOX FACTORY MENTIONED ABOVE, AND 48 FEET E OF THE AL0951'CENTER LINE OF THE CRYSTAL RIVER-HOMASASSA HIGHWAY. AL0951' AL0951'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. AL0951 AL0951 STATION RECOVERY (1940) AL0951 AL0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KGC) AL0951'STATION IS ABOUT 1.3 MILES FROM THE POST OFFICE IN CRYSTAL AL0951'RIVER ALONG STATE HIGHWAY 15 TO HOMOSASSA SPRINGS, ABOUT 900 AL0951'FEET E OF THE HIGHWAY ON THE HIGHEST POINT OF A LOW SAND HILL ON AL0951'PROPERTY OWNED BY FREDERICK VAN ROY, 242 FEET NE OF THE NE CORNER AL0951'OF A LARGE SHEET-METAL BUILDING OF AN OLD CANNING PLANT AND BOX AL0951'FACTORY, 112 FEET N OF THE WESTERN PROLONGATION OF A SMALL AL0951'EARTH RAILROAD FILL WHICH ENDS ABOUT 200 FEET SE OF THE AL0951'STATION, 26 FEET NE OF EDGE OF SMALL EXCAVATION, AND 127 FEET N AL0951'OF CENTER LINE OF SAND ROAD. AL0951' AL0951'SURFACE MARK IS A STANDARD DISK STAMPED CRYSTAL 1934, SET IN AL0951'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH EXTENDS 8 INCHES AL0951'ABOVE GROUND. AL0951' AL0951'REFERENCE MARK NO. 1 (1934) IS A STANDARD DISK STAMPED CRYSTAL AL0951'NO. 1 1934 SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT AL0951'WHICH EXTENDS 8 INCHES ABOVE GROUND. IT IS LOCATED 151.30 FEET AL0951'NE OF AND ABOUT 5 FEET LOWER THAN THE STATION. AL0951' AL0951'REFERENCE MARK NO. 2 (1934) IS A STANDARD DISK, STAMPED AL0951'CRYSTAL NO. 2 1934, SET IN THE TOP OF A 10-INCH ROUND CONCRETE AL0951'MONUMENT WHICH EXTENDS 8 INCHES ABOVE GROUND. IT IS LOCATED AL0951'118.955 FEET NW OF AND ABOUT 6 FEET LOWER THAN THE STATION. AL0951' AL0951'AZIMUTH MARK (1934) IS A STANDARD DISK, STAMPED CRYSTAL AZIMUTH AL0951'1934, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH AL0951'EXTENDS 6 INCHES ABOVE GROUND. IT IS LOCATED ABOUT 0.3 MILE AL0951'SW OF THE STATION, 0.15 MILE S OF THE ENTRANCE TO BOX FACTORY, AL0951'AND 51 FEET E OF CENTER LINE OF HIGHWAY. AL0951' AL0951'TO REACH THE STATION FROM THE POST OFFICE IN CRYSTAL RIVER, GO AL0951'S ON CITRUS AVENUE FOR 0.2 MILE TO CEDAR STREET, TURN LEFT ON AL0951'MACADAM AND GO E AND S 1.1 MILES TO A GROUP OF SHEET-METAL AL0951'BUILDINGS ON E SIDE OF HIGHWAY, TURN LEFT ON LANE LEADING TO AL0951'THE BUILDINGS AND GO ABOUT 0.25 MILE TO TOP OF THE HILL AND THE AL0951'STATION. AL0951 AL0951 STATION RECOVERY (1958) AL0951 AL0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW) AL0951'THIS STATION WAS RECOVERED IN JUNE 1958. THE STATION, REFERENCE AL0951'MARKS 1 AND 2 WERE FOUND TO BE IN GOOD CONDITION. THE AZIMUTH AL0951'MARK WAS SEARCHED FOR BUT NOT RECOVERED. IT HAS PROBABLY BEEN AL0951'DESTROYED BY HIGHWAY CONSTRUCTION. AL0951' AL0951'THE STATION IS LOCATED ABOUT 1.0 MI. S OF THE MUNICIPAL WATER AL0951'TANK AT CRYSTAL RIVER, ON TOP OF A LOW HILL WHICH IS ENCIRCLED AL0951'BY AN OILED ROAD, 75 YD. S-SE OF A HOUSE, 45 YD. S OF THE AL0951'CENTERLINE OF AN OILED ROAD, 96 FT. N OF THE CENTERLINE OF AN AL0951'OILED ROAD, 127 FT. E OF THE CENTERLINE OF AN OILED ROAD AND 40 AL0951'FT. SE OF A POWER POLE. A TRIANGULATION-STATION DISK SET IN THE AL0951'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 0.4 FT. ABOVE THE AL0951'GROUND, STAMPED CRYSTAL 1934. AL0951' AL0951'REFERENCE MARK 1 IS NE OF THE STATION, 51 FT. S OF THE CENTERLINE AL0951'OF AN OILED ROAD AND 71 FT. N OF A POWER POLE. A REFERENCE-MARK AL0951'DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS AL0951'0.8 FT. ABOVE THE GROUND, STAMPED CRYSTAL NO 1 1934. AL0951' AL0951'REFERENCE MARK 2 IS N-NW OF THE STATION, 42 FT. S OF THE CENTERLINE AL0951'OF AN OILED ROAD AND 84 FT. E OF THE CENTERLINE OF AN OILED AL0951'ROAD. A REFERENCE-MARK DISK SET IN THE TOP OF A ROUND CONCRETE AL0951'POST WHICH PROJECTS 0.7 FT. ABOVE THE GROUND, STAMPED CRYSTAL NO 2 AL0951'1934. AL0951' AL0951'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK AT CRYSTAL AL0951'RIVER, GO 1.0 MI. S ALONG U.S. HIGHWAY 19 AND 98 TO A JUNCTION AL0951'WITH AN OILED ROAD LEADING E, TURN LEFT AND GO 0.15 MI. E AL0951'ALONG THE OILED ROAD TO THE TOP OF A LOW HILL AND THE STATION AL0951'ON THE RIGHT. AL0951' AL0951'STATION, REFERENCE MARKS 1 AND 2 RECOVERED AS DESCRIBED. AZIMUTH AL0951'MARK WAS NOT RECOVERED. IT IS BELIEVED THAT IT WAS DESTROYED AL0951'AT TIME OF THE WIDENING OF U.S. HIGHWAY 19. AL0951' AL0951'STATION AND REFERENCE MARKS DESTROYED BY THIS PARTY AND NEW AL0951'REFERENCE MARKS RELOCATED WITH CRYSTAL 2. AL0951 AL0951 STATION RECOVERY (1990) AL0951 AL0951'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL0951'RECOVERED IN GOOD CONDITION. AL0951 AL0951 STATION RECOVERY (1996) AL0951 AL0951'RECOVERY NOTE BY US POWER SQUADRON 1996 AL0951'MARK NOT FOUND. AL0951 AL0951 STATION RECOVERY (2004) AL0951 AL0951'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL0951'THE MARK WAS NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7762 *********************************************************************** AL7762 DESIGNATION - CRYSTAL 2 AZ MK AL7762 PID - AL7762 AL7762 STATE/COUNTY- FL/CITRUS AL7762 USGS QUAD - CRYSTAL RIVER (1988) AL7762 AL7762 *CURRENT SURVEY CONTROL AL7762 ___________________________________________________________________ AL7762* NAD 83(1990)- 28 53 19.28700(N) 082 35 04.88862(W) ADJUSTED AL7762* NAVD 88 - 1. (meters) 3. (feet) SCALED AL7762 ___________________________________________________________________ AL7762 LAPLACE CORR- -0.98 (seconds) DEFLEC99 AL7762 GEOID HEIGHT- -27.24 (meters) GEOID03 AL7762 AL7762 HORZ ORDER - THIRD AL7762 AL7762.The horizontal coordinates were established by classical geodetic methods AL7762.and adjusted by the National Geodetic Survey in May 1991. AL7762.No horizontal observational check was made to the station. AL7762 AL7762.The orthometric height was scaled from a topographic map. AL7762 AL7762.The Laplace correction was computed from DEFLEC99 derived deflections. AL7762 AL7762.The geoid height was determined by GEOID03. AL7762 AL7762; North East Units Scale Factor Converg. AL7762;SPC FL W - 504,834.417 142,970.214 MT 0.99998130 -0 16 56.9 AL7762;UTM 17 - 3,196,686.154 345,475.525 MT 0.99989467 -0 45 56.6 AL7762 AL7762! - Elev Factor x Scale Factor = Combined Factor AL7762!SPC FL W - 1.00000410 x 0.99998130 = 0.99998540 AL7762!UTM 17 - 1.00000410 x 0.99989467 = 0.99989876 AL7762 AL7762 SUPERSEDED SURVEY CONTROL AL7762 AL7762 NAD 83(1986)- 28 53 19.29245(N) 082 35 04.89532(W) AD( ) 3 AL7762 AL7762.Superseded values are not recommended for survey control. AL7762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7762.See file dsdata.txt to determine how the superseded data were derived. AL7762 AL7762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4547696686(NAD 83) AL7762_MARKER: DZ = AZIMUTH MARK DISK AL7762_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AL7762_SP_SET: CURB AL7762_STAMPING: CRYSTAL 2 1958 1984 AL7762_MARK LOGO: NGS AL7762_MAGNETIC: N = NO MAGNETIC MATERIAL AL7762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7762+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2004 AL7762 AL7762 HISTORY - Date Condition Report By AL7762 HISTORY - 1984 MONUMENTED NGS AL7762 HISTORY - 20040111 GOOD FLDEP AL7762 AL7762 STATION DESCRIPTION AL7762 AL7762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN) AL7762'THE STATION IS LOCATED ABOUT 2.08 KM (1.30 MI) SOUTH OF CRYSTAL RIVER, AL7762'ON THE WEST SIDE OF US HIGHWAY 19, AT THE NORTH ENTRANCE TO ABC LIQUOR AL7762'LOUNGE ON THE NORTH CONCRETE CURB AND 57 PACES NORTH OF A PROJECTED AL7762'LINE OF SE 8 TERRACE RD. TO REACH THE STATION FROM THE INTERSECTION OF AL7762'US HIGHWAY 19 AND CITRUS AVENUE IN CRYSTAL RIVER, GO SOUTH ON US AL7762'HIGHWAY 19 FOR 1.84 KM (1.15 MI) TO SE 8 TERRACE ROAD ON LEFT AND THE AL7762'NORTH ENTRANCE TO JAX LIQUOR STORE ON RIGHT AND STATION AS DESCRIBED. AL7762'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK STAMPED--CRYSTAL 2 1958 AL7762'1984--, SET IN A DRILL HOLE IN THE NORTH CONCRETE CURB OF THE NORTH AL7762'ENTRANCE TO AN ABC LIQUOR LOUNGE. STATION IS LOCATED 10.12 METERS AL7762'(33.20 FT) WEST OF A PROJECTED LINE OF WEST CURB OF US HIGHWAY 19, AL7762'19.05 METERS (62.50 FT) SOUTHEAST OF THE EAST LEG OF AN EXXON STATION AL7762'SIGN, 5.33 METERS (17.49 FT) NORTH OF THE CENTER ON THE NORTH ENTRANCE AL7762'TO THE LIQUOR LOUNGE, 1.07 METERS (3.51 FT) EAST OF THE CENTER OF A AL7762'CONCRETE DRAINAGE DITCH, 7.01 METERS (23.00 FT) SOUTHWEST OF AN IRON AL7762'MANHOLE COVER. AL7762 AL7762 STATION RECOVERY (2004) AL7762 AL7762'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7762'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL0950 *********************************************************************** AL0950 DESIGNATION - CRYSTAL 2 RESET AL0950 PID - AL0950 AL0950 STATE/COUNTY- FL/CITRUS AL0950 USGS QUAD - CRYSTAL RIVER (1988) AL0950 AL0950 *CURRENT SURVEY CONTROL AL0950 ___________________________________________________________________ AL0950* NAD 83(1999)- 28 53 14.04050(N) 082 34 54.88566(W) ADJUSTED AL0950* NAVD 88 - 8.3 (meters) 27. (feet) GPS OBS AL0950 ___________________________________________________________________ AL0950 X - 721,571.464 (meters) COMP AL0950 Y - -5,542,093.978 (meters) COMP AL0950 Z - 3,062,954.725 (meters) COMP AL0950 LAPLACE CORR- -0.95 (seconds) DEFLEC99 AL0950 ELLIP HEIGHT- -18.88 (meters) (05/31/01) GPS OBS AL0950 GEOID HEIGHT- -27.24 (meters) GEOID03 AL0950 AL0950 HORZ ORDER - FIRST AL0950 ELLP ORDER - FOURTH CLASS I AL0950 AL0950.The horizontal coordinates were established by GPS observations AL0950.and adjusted by the National Geodetic Survey in May 2001. AL0950 AL0950.The orthometric height was determined by GPS observations and a AL0950.high-resolution geoid model. AL0950 AL0950.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL0950 AL0950.The Laplace correction was computed from DEFLEC99 derived deflections. AL0950 AL0950.The ellipsoidal height was determined by GPS observations AL0950.and is referenced to NAD 83. AL0950 AL0950.The geoid height was determined by GEOID03. AL0950 AL0950; North East Units Scale Factor Converg. AL0950;SPC FL W - 504,671.564 143,240.447 MT 0.99998092 -0 16 52.0 AL0950;UTM 17 - 3,196,521.042 345,744.351 MT 0.99989364 -0 45 51.7 AL0950 AL0950! - Elev Factor x Scale Factor = Combined Factor AL0950!SPC FL W - 1.00000297 x 0.99998092 = 0.99998389 AL0950!UTM 17 - 1.00000297 x 0.99989364 = 0.99989661 AL0950 AL0950: Primary Azimuth Mark Grid Az AL0950:SPC FL W - CRYSTAL RIVER MUNICIPAL TANK 325 52 01.2 AL0950:UTM 17 - CRYSTAL RIVER MUNICIPAL TANK 326 21 00.9 AL0950 AL0950|---------------------------------------------------------------------| AL0950| PID Reference Object Distance Geod. Az | AL0950| dddmmss.s | AL0950| CW6820 CRYSTAL 2 RM 3 20.733 METERS 08918 | AL0950| CW6821 CRYSTAL 2 RM 4 28.886 METERS 17923 | AL0950| CS4055 CRYSTAL 2 RM 5 28.643 METERS 17931 | AL0950| CS4056 CRYSTAL 2 RM 6 10.215 METERS 26612 | AL0950| AL7762 CRYSTAL 2 AZ MK 315.599 METERS 30048 | AL0950| AL0949 CRYSTAL RIVER MUNICIPAL TANK APPROX. 1.6 KM 3253509.2 | AL0950| AL0951 CRYSTAL 36.546 METERS 35606 | AL0950|---------------------------------------------------------------------| AL0950 AL0950 SUPERSEDED SURVEY CONTROL AL0950 AL0950 NAD 83(1990)- 28 53 14.03937(N) 082 34 54.88524(W) AD( ) 1 AL0950 ELLIP H (09/06/00) -18.92 (m) GP( ) 3 1 AL0950 NAD 83(1990)- 28 53 14.03798(N) 082 34 54.88382(W) AD( ) 2 AL0950 NAD 83(1986)- 28 53 14.04337(N) 082 34 54.89055(W) AD( ) 2 AL0950 NAD 27 - 28 53 13.12000(N) 082 34 55.52800(W) AD( ) 2 AL0950 AL0950.Superseded values are not recommended for survey control. AL0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0950.See file dsdata.txt to determine how the superseded data were derived. AL0950 AL0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4574496521(NAD 83) AL0950_MARKER: DH = HORIZONTAL CONTROL DISK AL0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0950_SP_SET: SET INTO TOP OF CONCRETE POST AL0950_STAMPING: CRYSTAL 1958 1984 AL0950_MARK LOGO: NGS AL0950_PROJECTION: PROJECTING 5 CENTIMETERS AL0950_MAGNETIC: N = NO MAGNETIC MATERIAL AL0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0950+STABILITY: SURFACE MOTION AL0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL0950+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2004 AL0950 AL0950 HISTORY - Date Condition Report By AL0950 HISTORY - 1984 MONUMENTED NGS AL0950 HISTORY - 19900119 GOOD USPSQD AL0950 HISTORY - 1991 GOOD USPSQD AL0950 HISTORY - 19940825 GOOD USPSQD AL0950 HISTORY - 20000109 GOOD DCJOHN AL0950 HISTORY - 20040111 GOOD FLDEP AL0950 AL0950 STATION DESCRIPTION AL0950 AL0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN) AL0950'STATION MARK WAS RECOVERED IN GOOD CONDITION 12 INCHES BELOW THE AL0950'GROUND. REFERENCE MARK 3 WAS SEARCHED FOR BUT NOT FOUND AND ASSUMED AL0950'DESTROYED. REFERENCE MARK 4 WAS FOUND DESTROYED. REFERENCE MARKS 5 AND AL0950'6 WERE ESTABLISHED. AN AZIMUTH MARK WAS ESTABLISHED AND A POLARIS AL0950'OBSERVATION WAS OBSERVED. THE AZIMUTH MARK WAS POSITIONED AT THIS AL0950'TIME. THE AREA IS NOW DEVELOPED AND STATION IS BETWEEN LOTS 7 AND 8. AL0950'REFERENCE MARK 5 IS OBSTRUCTED BY A HOUSE AND DOES NOT SEE REFERENCE AL0950'MARK 6. THE STATION MARK WAS RESET FLUSH WITH THE GROUND. DUE TO AL0950'REQUEST OF PROPERTY OWNER. DUE TO CHANGES, A COMPLETE NEW DESCRIPTION AL0950'FOLLOWS. THE STATION IS A STANDARD NGS DISK STAMPED--CRYSTAL 2 1958 AL0950'1984--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM (12 IN) AL0950'ON SIDE, PROJECTING 5 CM (2 IN) ABOVE THE GROUND. THE STATION IS AL0950'LOCATED ABOUT 2.08 KM (1.30 MI) SOUTH OF CRYSTAL RIVER, 0.24 KM (0.15 AL0950'MI) EAST OF US HIGHWAY 19, ON TOP OF THE HIGHEST HILL IN AREA, IN AL0950'PARADISE GARDENS AND ON THE SOUTH SIDE OF THE SOUTH LOOP OF SE 9 AL0950'CIRCLE. TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 19 AL0950'AND CITRUS AVENUE IN CRYSTAL RIVER, GO SOUTH ON US HIGHWAY 19 FOR 1.84 AL0950'KM (1.15 MI) TO SE 8 TERR ROAD ON LEFT. TURN LEFT AND GO EAST, THENCE AL0950'SOUTH UPHILL FOR 0.32 KM (0.20 MI) TO (SE 9 CIRCLE) AND STATION ON AL0950'RIGHT ON SOUTH SIDE OF ROAD. THE STATION IS A STANDARD NGS DISK AL0950'STAMPED--CRYSTAL 2 1958 1984--, SET INTO THE TOP OF A SQUARE CONCRETE AL0950'MONUMENT, 30 CM (12 IN) ON SIDE, PROJECTING 5 CM (2 IN) ABOVE THE AL0950'GROUND. THE STATION IS LOCATED 7.16 METERS (23.49 FT) SOUTH OF THE AL0950'CENTER OF SOUTHEAST 9 TERRACE CIRCLE, 10.97 METERS (35.99 FT) AL0950'NORTHEAST OF THE NORTHEAST CORNER OF CONCRETE BLOCK HOUSE, 7.77 METERS AL0950'(25.49 FT) NORTHWEST OF THE NORTHWEST CORNER OF CARPORT BLOCK HOUSE, AL0950'9.91 METERS (32.51 FT) SOUTHWEST OF A WATER METER BOX, 0.70 METERS AL0950'(2.30 FT) EAST OF A WATER METER BOX. REFERENCE MARK NO. 5 IS A AL0950'STANDARD NGS DISK STAMPED--CRYSTAL 2 1958 NO 5 1984--, SET INTO THE AL0950'TOP OF A SQUARE CONCRETE MONUMENT 20 CM (8 IN) ON SIDE, PROJECTING .15 AL0950'CM (.5 IN) ABOVE THE GROUND. THE STATION 15 LOCATED 35.81 METERS AL0950'(117.49 FT) SOUTH OF THE CENTER OF SE 9 TERRACE ROAD, 3.81 METERS AL0950'(12.50 FT) NORTH OF A POWER LINE POLE, 0.61 METERS (2.00 FT) NORTHEAST AL0950'OF AN 8-INCH TREE, 0.31 METERS (1.02 FT) NORTH OF A METAL WITNESS AL0950'POST, .90 METERS (2.95 FT) LOWER THAN THE STATION. REFERENCE MARK NO. AL0950'6 IS A STANDARD NGS DISK STAMPED--CRYSTAL 2 1958 NO 6 1984--, SET INTO AL0950'THE TOP OF THE CONCRETE DRIVEWAY. THE STATION IS LOCATED 7.62 METERS AL0950'(25.00 FT) SOUTH OF THE CENTER OF SOUTHEAST SOUTH TERRACE ROAD, 10.06 AL0950'METERS (33.01 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE CONCRETE AL0950'BLOCK HOUSE, 8.69 METERS (28.51 FT) NORTH OF THE NORTH SIDE OF THE AL0950'HOUSE, 0.30 METERS (0.98 FT) EAST OF THE WEST SIDE OF CONCRETE AL0950'DRIVEWAY AND .02 FT (0.61 CM) LOWER THAN THE STATION. AZIMUTH MARK NO. AL0950'1 IS A STANDARD NGS DISK STAMPED--CRYSTAL 2 1958 1984--, SET IN A AL0950'DRILL HOLE IN THE NORTH CONCRETE CURB OF THE NORTH ENTRANCE TO AN ABC AL0950'LIQUOR LOUNGE. STATION IS LOCATED 10.12 METERS (33.20 FT) WEST OF A AL0950'PROJECTED LINE OF WEST CURB OF US HIGHWAY 19, 19.05 METERS (62.50 FT) AL0950'SOUTHEAST OF THE EAST LEG OF AN EXXON STATION SIGN, 5.33 METERS (17.49 AL0950'FT) NORTH OF THE CENTER OF THE NORTH ENTRANCE TO LIQUOR LOUNGE, 1.07 AL0950'METERS (3.51 FT) EAST OF THE CENTER OF A CONCRETE DRAINAGE DITCH, 7.01 AL0950'METERS (23.00 FT) SOUTHWEST OF AN IRON MANHOLE CORNER. AL0950 AL0950 STATION RECOVERY (1990) AL0950 AL0950'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL0950'RECOVERED IN GOOD CONDITION. AL0950 AL0950 STATION RECOVERY (1991) AL0950 AL0950'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL0950'RECOVERED IN GOOD CONDITION. AL0950 AL0950 STATION RECOVERY (1994) AL0950 AL0950'RECOVERY NOTE BY US POWER SQUADRON 1994 AL0950'RECOVERED IN GOOD CONDITION. AL0950 AL0950 STATION RECOVERY (2000) AL0950 AL0950'RECOVERY NOTE BY DC JOHNSON ASSOC 2000 (ARG) AL0950'RECOVERED AS DESCRIBED. AL0950 AL0950 STATION RECOVERY (2004) AL0950 AL0950'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL0950'RECOVERED IN GOOD CONDITION. AL0950' AL0950'NOTE MAIN STATION AND BOTH REFERENCE MARKS ARE AT THE SMITH RESIDENCE AL0950'AT 716 SOUTHEAST 9TH CIRCLE. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7869 *********************************************************************** AL7869 CBN - This is a Cooperative Base Network Control Station. AL7869 PACS - This is a Primary Airport Control Station. AL7869 DESIGNATION - CRYSTALPORT AL7869 PID - AL7869 AL7869 STATE/COUNTY- FL/CITRUS AL7869 USGS QUAD - HOMOSASSA (1988) AL7869 AL7869 *CURRENT SURVEY CONTROL AL7869 ___________________________________________________________________ AL7869* NAD 83(1999)- 28 52 01.21043(N) 082 34 08.90953(W) ADJUSTED AL7869* NAVD 88 - 1.45 (meters) 4.8 (feet) GPS OBS AL7869 ___________________________________________________________________ AL7869 X - 722,946.041 (meters) COMP AL7869 Y - -5,543,000.821 (meters) COMP AL7869 Z - 3,060,988.008 (meters) COMP AL7869 LAPLACE CORR- -0.85 (seconds) DEFLEC99 AL7869 ELLIP HEIGHT- -25.71 (meters) (05/31/01) GPS OBS AL7869 GEOID HEIGHT- -27.21 (meters) GEOID03 AL7869 AL7869 HORZ ORDER - B AL7869 ELLP ORDER - FIFTH CLASS I AL7869 AL7869.This mark is at Crystal River Airport (X31) AL7869 AL7869.The horizontal coordinates were established by GPS observations AL7869.and adjusted by the National Geodetic Survey in May 2001. AL7869 AL7869.The orthometric height was determined by GPS observations and a AL7869.high-resolution geoid model. AL7869 AL7869.GPS derived orthometric heights for airport stations designated as AL7869.PACS or SACS are published to 2 decimal places. This maintains AL7869.centimeter relative accuracy between the PACS and SACS. It does AL7869.not indicate centimeter accuracy relative to other marks which are AL7869.part of the NAVD 88 network. AL7869 AL7869.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL7869 AL7869.The Laplace correction was computed from DEFLEC99 derived deflections. AL7869 AL7869.The ellipsoidal height was determined by GPS observations AL7869.and is referenced to NAD 83. AL7869 AL7869.The geoid height was determined by GEOID03. AL7869 AL7869; North East Units Scale Factor Converg. AL7869;SPC FL W - 502,423.361 144,475.406 MT 0.99997921 -0 16 29.2 AL7869;UTM 17 - 3,194,262.707 346,960.203 MT 0.99988903 -0 45 27.7 AL7869 AL7869! - Elev Factor x Scale Factor = Combined Factor AL7869!SPC FL W - 1.00000404 x 0.99997921 = 0.99998325 AL7869!UTM 17 - 1.00000404 x 0.99988903 = 0.99989307 AL7869 AL7869: Primary Azimuth Mark Grid Az AL7869:SPC FL W - CRYSTALPORT AZ MK 270 28 37.9 AL7869:UTM 17 - CRYSTALPORT AZ MK 270 57 36.4 AL7869 AL7869|---------------------------------------------------------------------| AL7869| PID Reference Object Distance Geod. Az | AL7869| dddmmss.s | AL7869| AL7880 CRYSTALPORT AZ MK APPROX. 0.8 KM 2701208.7 | AL7869|---------------------------------------------------------------------| AL7869 AL7869 SUPERSEDED SURVEY CONTROL AL7869 AL7869 ELLIP H (07/14/97) -25.75 (m) GP( ) 1 1 AL7869 NAD 83(1990)- 28 52 01.20901(N) 082 34 08.90891(W) AD( ) B AL7869 ELLIP H (09/13/90) -25.48 (m) GP( ) 4 1 AL7869 NGVD 29 (09/13/90) 2.0 (m) 7. (f) GPS OBS AL7869 AL7869.Superseded values are not recommended for survey control. AL7869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7869.See file dsdata.txt to determine how the superseded data were derived. AL7869 AL7869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4696094263(NAD 83) AL7869_MARKER: F = FLANGE-ENCASED ROD AL7869_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AL7869_SP_SET: STAINLESS STEEL ROD IN SLEEVE AL7869_STAMPING: CRYSTALPORT 1989 AL7869_MARK LOGO: NGS AL7869_PROJECTION: RECESSED 3 CENTIMETERS AL7869_MAGNETIC: N = NO MAGNETIC MATERIAL AL7869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL7869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7869+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2004 AL7869_ROD/PIPE-DEPTH: 15.4 meters AL7869_SLEEVE-DEPTH : 0.91 meters AL7869 AL7869 HISTORY - Date Condition Report By AL7869 HISTORY - 1989 MONUMENTED NGS AL7869 HISTORY - 19910720 GOOD GENES AL7869 HISTORY - 19930517 GOOD NGS AL7869 HISTORY - 19950612 SEE DESCRIPTION DCJOHN AL7869 HISTORY - 19951205 GOOD NGS AL7869 HISTORY - 19960311 GOOD NGS AL7869 HISTORY - 20000109 GOOD DCJOHN AL7869 HISTORY - 20040116 GOOD FLDEP AL7869 AL7869 STATION DESCRIPTION AL7869 AL7869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 AL7869'THE STATION IS LOCATED ABOUT 4.02 KM (2.50 MI) SOUTHEAST OF CRYSTAL AL7869'RIVER, AT THE CRYSTAL RIVER-HOMOSASSA AIR TERMINAL, ON THE SOUTH SIDE AL7869'OF RUNWAY 09-27, NEAR THE FIRST RAMP WEST OF THE EAST END OF RUNWAY. AL7869'OWNERSHIP--COUNTY OF CITRUS, 110 N. APOPKA AVENUE, INVERNESS FL 32650, AL7869'FIXED BASE OPERATION - CRYSTAL AERO GROUP, P.O. BOX 2050, CRYSTAL AL7869'RIVER FL 32629, TOM DAVIS, ED MCLEAN, PHONE 904-795-6868. AL7869'NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING AIRPORT. AL7869'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19, 98 AND AL7869'STATE ROAD 44 IN CRYSTAL RIVER, GO SOUTH FOR 2.76 KM (1.70 MI) ON AL7869'HIGHWAY 19, 98 TO AN AIRPORT SIGN AND PAVED ROAD LEFT. TURN LEFT AND AL7869'GO EAST FOR 0.15 KM (0.10 MI) ON THE PAVED ROAD TO A T-JUNCTION. TURN AL7869'RIGHT AND GO SOUTHERLY, THEN EASTERLY FOR 0.34 KM (0.20 MI) ON THE AL7869'PAVED ROAD TO THE EAST ONE OF TWO AIRPORT PARKING LOT ENTRANCES. TURN AL7869'RIGHT AND GO SOUTH FOR ABOUT 25 M (82.0 FT) TO A LOCKED GATE. PASS AL7869'THROUGH GATE AND GO 0.12 KM (0.05 MI) ON THE PAVED ROAD TO A AL7869'NORTH-SOUTH TAXIWAY. TURN LEFT AND GO SOUTH FOR 0.34 KM (0.20 MI) ON AL7869'THE TAXIWAY TO A TAXIWAY ON LEFT. TURN LEFT AND GO EAST FOR 0.86 KM AL7869'(0.55 MI) ON THE TAXIWAY TO A RAMP ON RIGHT. TURN RIGHT AND GO SOUTH AL7869'FOR 0.08 KM (0.05 MI) ON THE RAMP, CROSSING RUNWAY, TO THE STATION. AL7869'THE STATION IS RECESSED 10 CM BELOW GROUND. LOCATED 54.62 M AL7869'(179.2 FT) WEST-SOUTHWEST FROM A RUNWAY LIGHT, 44.23 M (145.1 FT) WEST AL7869'FROM THE EAST END OF A CHAIN LINK FENCE, 27.74 M (91.0 FT) SOUTH FROM AL7869'THE APPPROXIMATE CENTER OF RUNWAY, 17.98 M (59.0 FT) SOUTH-SOUTHEAST AL7869'FROM A RUNWAY LIGHT, 7.32 M (24.0 FT) WEST FROM THE PROLONGATION OF AL7869'THE APPROXIMATE CENTER OF RAMP, 4.72 M (15.5 FT) NORTH FROM A CHAIN AL7869'LINK FENCE AND 4.54 M (14.9 FT) NORTH FROM A CARSONITE WITNESS POST. AL7869'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. AL7869'DESCRIBED BY D.F. CALLAHAN. AL7869 AL7869 STATION RECOVERY (1991) AL7869 AL7869'RECOVERY NOTE BY GENESIS SURVEYING INCORPORATED 1991 AL7869'RECOVERED IN GOOD CONDITION. AL7869 AL7869 STATION RECOVERY (1993) AL7869 AL7869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 AL7869'RECOVERED IN GOOD CONDITION. AL7869 AL7869 STATION RECOVERY (1995) AL7869 AL7869'RECOVERY NOTE BY DC JOHNSON ASSOC 1995 (CHX) AL7869'STAINLESS STEEL ROD IS IN CONTACT WITH THE PVC SLEEVE. UNABLE TO AL7869'DETERMINE IF ROD HAS MOVED. TO-REACH INFOMATION IS GOOD. LOCAL AL7869'REFERENCES ARE AS FOLLWS-- LOCATED 179.2 FT (54.6 M) WEST-SOUTHWEST AL7869'FROM A RUNWAY LIGHT, 91.0 FT (27.7 M) SOUTH FROM THE APPROXIMATE AL7869'CENTER OF RUNWAY, 59.0 FT (18.0 M) SOUTH-SOUTHEAST FROM A RUNWAY AL7869'LIGHT, 24.0 FT (7.3 M) WEST FROM THE PROLONGATION OF THE APPROXIOMATE AL7869'CENTER OF RAMP. CHAIN LINK FENCE HAS BEEN REMOVED. CARSONITE WITNESS AL7869'POST WAS DESTROYED, BUT HAS BEEN REPLACED. AL7869 AL7869 STATION RECOVERY (1995) AL7869 AL7869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL) AL7869'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) SOUTHEAST OF CRYSTAL AL7869'RIVER FLORIDA, AT THE CRYSTAL RIVER AIRPORT, IN THE GRASS, ALONG THE AL7869'SOUTH SIDE OF THE RUNWAY, NEAR AND ACROSS THE RUNWAY FROM THE FIRST AL7869'RAMP WEST OF THE EAST END OF THE RUNWAY. OWNERSHIP -- COUNTY OF AL7869'CITRUS, 111 WEST MAIN STREET, INVERNESS, FL 34450. FIXED BASE AL7869'OPERATION - CRYSTAL AERO GROUP INC., P.O. BOX 2050, CRYSTAL RIVER, FL AL7869'34423. AIRPORT MANAGER TOM DAVIS, PHONE 352-795-6868. NOTE -- THIS AL7869'STATION WAS SELECTED AS A PACS. TO REACH THE STATION FROM THE AL7869'JUNCTION OF U.S. HIGHWAY 19, 98 AND STATE HIGHWAY 44 IN CRYSTAL RIVER, AL7869'GO SOUTH, 2.76 KM (1.70 MI) ALONG HIGHWAY 19, 98 TO AN AIRPORT SIGN AL7869'AND PAVED ROAD LEFT. TURN LEFT, EAST, 0.15 KM (0.10 MI) ALONG GODFREY AL7869'ROAD TO A TEE JUNCTION. TURN RIGHT, SOUTHERLY, 0.27 KM (0.15 MI) AL7869'ALONG LINDEBURG LANE TO THE AIRPORT PARKING LOT. BEAR RIGHT, SOUTH, AL7869'0.05 KM (0.05 MI) ACROSS PARKING LOT TO A GATE AND THE AIRPORT OFFICE AL7869'ON THE LEFT. PASS THROUGH THE GATE, SOUTH, 0.34 KM (0.20 MI) ACROSS AL7869'APRON AND ALONG TAXI TO A TAXI ON THE LEFT. TURN LEFT, EAST, 0.86 KM AL7869'(0.55 MI) ALONG TAXI TO A RAMP ON THE RIGHT. TURN RIGHT, SOUTH, 0.08 AL7869'KM (0.05 MI) ALONG RAMP AND ACROSS RUNWAY TO THE STATION ON THE RIGHT. AL7869'STATION IS 54.2 M (177.8 FT) WEST-SOUTHWEST OF A RUNWAY LIGHT, 27.7 M AL7869'(90.9 FT) SOUTH OF THE RUNWAY CENTERLINE, 17.9 M (58.7 FT) AL7869'SOUTH-SOUTHEAST OF A RUNWAY LIGHT, 7.4 M (24.3 FT) WEST OF THE AL7869'EXTENDED RAMP CENTER, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE AL7869'STATION IS 0.3 M (1.0 FT) BELOW THE LEVEL OF THE RUNWAY. NOTE -- AL7869'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. NOTE -- AL7869'ACTUAL ROD DEPTH NOT KNOWN. BY R.G. HAYES AL7869 AL7869 STATION RECOVERY (1996) AL7869 AL7869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JCW) AL7869'RECOVERED AS DESCRIBED. AL7869 AL7869 STATION RECOVERY (2000) AL7869 AL7869'RECOVERY NOTE BY DC JOHNSON ASSOC 2000 (ARG) AL7869'RECOVERED AS DESCRIBED. AL7869 AL7869 STATION RECOVERY (2004) AL7869 AL7869'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7869'RECOVERED IN GOOD CONDITION. AL7869' AL7869'NOTE THE AIRPORT DIRECTOR OF OPERATIONS IS BILL WOMACK, PHONE AL7869'352-795-6868. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7880 *********************************************************************** AL7880 SACS - This is a Secondary Airport Control Station. AL7880 DESIGNATION - CRYSTALPORT AZ MK AL7880 PID - AL7880 AL7880 STATE/COUNTY- FL/CITRUS AL7880 USGS QUAD - HOMOSASSA (1988) AL7880 AL7880 *CURRENT SURVEY CONTROL AL7880 ___________________________________________________________________ AL7880* NAD 83(1999)- 28 52 01.30625(N) 082 34 40.04039(W) ADJUSTED AL7880* NAVD 88 - 1.19 (meters) 3.9 (feet) GPS OBS AL7880 ___________________________________________________________________ AL7880 X - 722,109.232 (meters) COMP AL7880 Y - -5,543,108.223 (meters) COMP AL7880 Z - 3,060,990.461 (meters) COMP AL7880 LAPLACE CORR- -0.90 (seconds) DEFLEC99 AL7880 ELLIP HEIGHT- -25.98 (meters) (12/13/01) GPS OBS AL7880 GEOID HEIGHT- -27.20 (meters) GEOID03 AL7880 AL7880 HORZ ORDER - FIRST AL7880 ELLP ORDER - FOURTH CLASS II AL7880 AL7880.This mark is at Crystal River Airport (X31) AL7880 AL7880.The horizontal coordinates were established by GPS observations AL7880.and adjusted by the National Geodetic Survey in December 2001. AL7880 AL7880.The orthometric height was determined by GPS observations and a AL7880.high-resolution geoid model. AL7880 AL7880.GPS derived orthometric heights for airport stations designated as AL7880.PACS or SACS are published to 2 decimal places. This maintains AL7880.centimeter relative accuracy between the PACS and SACS. It does AL7880.not indicate centimeter accuracy relative to other marks which are AL7880.part of the NAVD 88 network. AL7880 AL7880.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL7880 AL7880.The Laplace correction was computed from DEFLEC99 derived deflections. AL7880 AL7880.The ellipsoidal height was determined by GPS observations AL7880.and is referenced to NAD 83. AL7880 AL7880.The geoid height was determined by GEOID03. AL7880 AL7880; North East Units Scale Factor Converg. AL7880;SPC FL W - 502,430.387 143,631.772 MT 0.99998037 -0 16 44.2 AL7880;UTM 17 - 3,194,276.843 346,116.733 MT 0.99989223 -0 45 42.7 AL7880 AL7880! - Elev Factor x Scale Factor = Combined Factor AL7880!SPC FL W - 1.00000408 x 0.99998037 = 0.99998445 AL7880!UTM 17 - 1.00000408 x 0.99989223 = 0.99989631 AL7880 AL7880: Primary Azimuth Mark Grid Az AL7880:SPC FL W - CRYSTALPORT 090 28 37.9 AL7880:UTM 17 - CRYSTALPORT 090 57 36.4 AL7880 AL7880|---------------------------------------------------------------------| AL7880| PID Reference Object Distance Geod. Az | AL7880| dddmmss.s | AL7880| AL7869 CRYSTALPORT APPROX. 0.8 KM 0901153.7 | AL7880|---------------------------------------------------------------------| AL7880 AL7880 SUPERSEDED SURVEY CONTROL AL7880 AL7880 ELLIP H (04/15/98) -26.04 (m) GP( ) 4 2 AL7880 NAD 83(1990)- 28 52 01.30483(N) 082 34 40.03976(W) AD( ) 1 AL7880 NGVD 29 (02/04/91) 1.7 (m) 6. (f) GPS OBS AL7880 AL7880.Superseded values are not recommended for survey control. AL7880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7880.See file dsdata.txt to determine how the superseded data were derived. AL7880 AL7880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4611794277(NAD 83) AL7880_MARKER: F = FLANGE-ENCASED ROD AL7880_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AL7880_SP_SET: STAINLESS STEEL ROD IN SLEEVE AL7880_STAMPING: CRYSTALPORT AZ MK 1989 AL7880_MARK LOGO: NGS AL7880_PROJECTION: FLUSH AL7880_MAGNETIC: N = NO MAGNETIC MATERIAL AL7880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL7880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7880+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2004 AL7880_ROD/PIPE-DEPTH: 17.6 meters AL7880_SLEEVE-DEPTH : 0.91 meters AL7880 AL7880 HISTORY - Date Condition Report By AL7880 HISTORY - 1989 MONUMENTED NGS AL7880 HISTORY - 19951205 GOOD NGS AL7880 HISTORY - 20040116 GOOD FLDEP AL7880 AL7880 STATION DESCRIPTION AL7880 AL7880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 AL7880'THE STATION IS LOCATED ABOUT 3.70 KM (2.30 MI) SOUTH-SOUTHEAST OF AL7880'CRYSTAL RIVER, AT THE CRYSTAL RIVER-HOMOSASSA AIR TERMINAL, ON THE AL7880'SOUTH SIDE OF RUNWAY 09-27, NEAR THE WEST END OF RUNWAY. AL7880'OWNERSHIP--COUNTY OF CITRUS, 110 N. APOPKA AVENUE, INVERNESS FL 32650, AL7880'FIXED BASE OPERATION - CRYSTAL AERO GROUP, P.O. BOX 2050, CRYSTAL AL7880'RIVER FL 32629, TOM DAVIS, ED MCLEAN, PHONE 904-795-6868. AL7880'NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING AIRPORT. AL7880'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19, 98 AND AL7880'STATE ROAD 44 IN CRYSTAL RIVER, GO SOUTH FOR 2.76 KM (1.70 MI) ON AL7880'HIGHWAY 19, 98 TO AN AIRPORT SIGN AND PAVED ROAD LEFT. TURN LEFT AND AL7880'GO EAST FOR 0.15 KM (0.10 MI) ON THE PAVED ROAD TO A T-JUNCTION. TURN AL7880'RIGHT AND GO SOUTHERLY, THEN EASTERLY FOR 0.34 KM (0.20 MI) ON THE AL7880'PAVED ROAD TO THE EAST ONE OF TWO AIRPORT PARKING LOT ENTRANCES. TURN AL7880'RIGHT AND GO SOUTH FOR ABOUT 25 M (82.0 FT) TO A LOCKED GATE. PASS AL7880'THROUGH GATE AND GO 0.12 KM (0.05 MI) ON THE PAVED ROAD TO A AL7880'NORTH-SOUTH TAXIWAY. TURN LEFT AND GO SOUTH FOR 0.34 KM (0.20 MI) ON AL7880'THE TAXIWAY TO A TAXIWAY ON LEFT. CONTINUE STRAIGHT AHEAD AND GO AL7880'SOUTH FOR 0.08 KM (0.05 MI) ON THE TAXIWAY, CROSSING RUNWAY, TO THE AL7880'STATION. AL7880'THE STATION IS RECESSED 11 CM BELOW GROUND. LOCATED 56.08 M AL7880'(184.0 FT) NORTHEAST FROM AN ORANGE METAL POLE, 47.24 M (155.0 FT) AL7880'WEST-NORTHWEST FROM THE EAST END OF A CHAIN LINK FENCE, 39.32 M AL7880'(129.0 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE CENTER OF RUNWAY AT AL7880'THE END OF PAVEMENT, 32.16 M (105.5 FT) SOUTH FROM THE APPROXIMATE AL7880'CENTER OF RUNWAY, 22.07 M (72.4 FT) NORTHEAST FROM THE NORTHWEST AL7880'CORNER FENCE POST OF A CHAIN LINK FENCE, 18.65 M (61.2 FT) NORTH FROM AL7880'THE CHAIN LINK FENCE AND 18.59 M (61.0 FT) NORTH FROM A CARSONITE AL7880'WITNESS POST. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH AL7880'LOGO CAP. AL7880'DESCRIBED BY D.F. CALLAHAN. AL7880 AL7880 STATION RECOVERY (1995) AL7880 AL7880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL) AL7880'THE STATION IS LOCATED ABOUT 3.70 KM (2.30 MI) SOUTH-SOUTHEAST OF AL7880'CRYSTAL RIVER FLORIDA, AT THE CRYSTAL RIVER AIRPORT. IN THE GRASS, AL7880'ALONG THE SOUTH SIDE OF THE RUNWAY, NEAR THE WEST END OF THE RUNWAY, AL7880'BETWEEN THE RUNWAY AND A CHAIN-LINK BOUNDRY FENCE. OWNERSHIP--COUNTY AL7880'OF CITRUS, 111 WEST MAIN STREET, INVERNESS, FL. 34450. FIXED BASE AL7880'OPERATION - CRYSTAL AERO GROUP INC., P.O. BOX 2050, CRYSTAL RIVER, AL7880'FL. 34423. AIRPORT MANAGER TOM DAVIS, PHONE 352-795-6868. NOTE--THIS AL7880'MARK WAS SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) . TO AL7880'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19, 98 AND STATE AL7880'HIGHWAY 44 IN CRYSTAL RIVER, GO SOUTH, 2.76 KM (1.70 MI) ALONG HIGHWAY AL7880'19, 98 TO AN AIRPORT SIGN AND PAVED ROAD LEFT. TURN LEFT, EAST, 0.15 AL7880'KM (0.10 MI) ALONG GODFREY ROAD TO A TEE JUNCTION. TURN RIGHT, AL7880'SOUTHERLY, 0.27 KM (0.15 MI) ALONG LINDEBURG LANE TO THE AIRPORT AL7880'PARKING LOT. BEAR RIGHT, SOUTH, 0.05 KM (0.05 MI) ACROSS PARKING LOT AL7880'TO A GATE AND THE AIRPORT OFFICE ON THE LEFT. PASS THROUGH THE GATE, AL7880'SOUTH, 0.42 KM (0.25 MI) ACROSS APRON, ALONG TAXI, AND ACROSS RUNWAY AL7880'TO THE STATION ON THE LEFT. STATION IS 32.4 M (106.3 FT) SOUTHEAST OF AL7880'THE SOUTH 1 OF 3 RUNWAY END LIGHTS, 32.2 M (105.6 FT) SOUTH OF THE AL7880'RUNWAY CENTERLINE, 22.0 M (72.2 FT) NORTHEAST OF THE NORTHWEST CORNER AL7880'POST OF A CHAIN-LINK FENCE, 18.5 M (60.7 FT) NORTH OF A CHAIN-LINK AL7880'FENCE AND WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A AL7880'5-INCH LOGO CAP. BY RG HAYES. AL7880 AL7880 STATION RECOVERY (2004) AL7880 AL7880'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7880'RECOVERED IN GOOD CONDITION. AL7880' AL7880'NOTE THE AIRPORT DIRECTOR OF OPERATIONS IS BILL WOMACK, PHONE AL7880'352-795-6868. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7947 *********************************************************************** AL7947 DESIGNATION - HR A AL7947 PID - AL7947 AL7947 STATE/COUNTY- FL/CITRUS AL7947 USGS QUAD - CHASSAHOWITZKA (1988) AL7947 AL7947 *CURRENT SURVEY CONTROL AL7947 ___________________________________________________________________ AL7947* NAD 83(1999)- 28 43 30.65610(N) 082 33 09.94676(W) ADJUSTED AL7947* NAVD 88 - 3.7 (meters) 12. (feet) VERTCON AL7947 ___________________________________________________________________ AL7947 X - 725,512.154 (meters) COMP AL7947 Y - -5,550,303.524 (meters) COMP AL7947 Z - 3,047,214.622 (meters) COMP AL7947 LAPLACE CORR- -0.88 (seconds) DEFLEC99 AL7947 ELLIP HEIGHT- -23.33 (meters) (07/06/01) GPS OBS AL7947 GEOID HEIGHT- -26.89 (meters) GEOID03 AL7947 AL7947 HORZ ORDER - SECOND AL7947 ELLP ORDER - FOURTH CLASS II AL7947 AL7947.The horizontal coordinates were established by GPS observations AL7947.and adjusted by the National Geodetic Survey in July 2001. AL7947 AL7947.The NAVD 88 height was computed by applying the VERTCON shift value to AL7947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL7947 AL7947.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL7947 AL7947.The Laplace correction was computed from DEFLEC99 derived deflections. AL7947 AL7947.The ellipsoidal height was determined by GPS observations AL7947.and is referenced to NAD 83. AL7947 AL7947.The geoid height was determined by GEOID03. AL7947 AL7947; North East Units Scale Factor Converg. AL7947;SPC FL W - 486,698.014 146,000.254 MT 0.99997715 -0 15 56.4 AL7947;UTM 17 - 3,178,526.537 348,352.628 MT 0.99988380 -0 44 47.1 AL7947 AL7947! - Elev Factor x Scale Factor = Combined Factor AL7947!SPC FL W - 1.00000366 x 0.99997715 = 0.99998081 AL7947!UTM 17 - 1.00000366 x 0.99988380 = 0.99988746 AL7947 AL7947 SUPERSEDED SURVEY CONTROL AL7947 AL7947 NAD 83(1990)- 28 43 30.65485(N) 082 33 09.94609(W) AD( ) 2 AL7947 ELLIP H (09/10/92) -23.16 (m) GP( ) 4 1 AL7947 NGVD 29 (09/10/92) 4.0 (m) 13. (f) GPS OBS AL7947 AL7947.Superseded values are not recommended for survey control. AL7947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7947.See file dsdata.txt to determine how the superseded data were derived. AL7947 AL7947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4835378527(NAD 83) AL7947_MARKER: DD = SURVEY DISK AL7947_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND AL7947_SP_SET: PREFAB CONC. POST IN EARTH AL7947_STAMPING: HR-A AL7947_MARK LOGO: GENES AL7947_PROJECTION: RECESSED 5 CENTIMETERS AL7947_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AL7947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7947+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2004 AL7947 AL7947 HISTORY - Date Condition Report By AL7947 HISTORY - 1991 MONUMENTED GENES AL7947 HISTORY - 20040208 GOOD FLDEP AL7947 AL7947 STATION DESCRIPTION AL7947 AL7947'DESCRIBED BY GENESIS SURVEYING INCORPORATED 1991 AL7947'STATION IS LOCATED ABOUT 9.3 KM (5.78 MI) SOUTH OF HOMOSASSA SPRINGS AL7947'IN THE GRASS MEDIAN OF U.S.HWY 19, CITRUS COUNTY, FL, SECT 25,TNSP 20 AL7947'S. RNGE. 17 E. TO REACH THE STATION FROM THE INTERSECTION OF US HWY AL7947'19 AND US 98 AND COUNTY RD 480 TRAVEL NORTH ALONG US HWY 19 0.3 KM AL7947'(0.19 MI) TO THE ENTRANCE DRIVE FOR FLORAL GARDEN CENTER. THE POINT AL7947'IS IN A GRASS MEDIAN NORTH OF A PAVED MEDIAN CUT LOCATED NORTH 7.1 M AL7947'(23.29 FT) FROM THE EDGE OF PAVEMENT, AND 6.25 M (20.51 FT) WEST OF AL7947'EDGE OF PAVEMENT AND 6.25 M (20.51 FT) EAST OF EDGE OF PAVEMENT. AL7947 AL7947 STATION RECOVERY (2004) AL7947 AL7947'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7947'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7948 *********************************************************************** AL7948 DESIGNATION - HR B AL7948 PID - AL7948 AL7948 STATE/COUNTY- FL/CITRUS AL7948 USGS QUAD - CHASSAHOWITZKA (1988) AL7948 AL7948 *CURRENT SURVEY CONTROL AL7948 ___________________________________________________________________ AL7948* NAD 83(1999)- 28 44 02.80765(N) 082 33 10.14500(W) ADJUSTED AL7948* NAVD 88 - 3.9 (meters) 13. (feet) VERTCON AL7948 ___________________________________________________________________ AL7948 X - 725,445.172 (meters) COMP AL7948 Y - -5,549,832.602 (meters) COMP AL7948 Z - 3,048,082.688 (meters) COMP AL7948 LAPLACE CORR- -0.87 (seconds) DEFLEC99 AL7948 ELLIP HEIGHT- -23.15 (meters) (07/06/01) GPS OBS AL7948 GEOID HEIGHT- -26.91 (meters) GEOID03 AL7948 AL7948 HORZ ORDER - SECOND AL7948 ELLP ORDER - FOURTH CLASS II AL7948 AL7948.The horizontal coordinates were established by GPS observations AL7948.and adjusted by the National Geodetic Survey in July 2001. AL7948 AL7948.The NAVD 88 height was computed by applying the VERTCON shift value to AL7948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL7948 AL7948.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL7948 AL7948.The Laplace correction was computed from DEFLEC99 derived deflections. AL7948 AL7948.The ellipsoidal height was determined by GPS observations AL7948.and is referenced to NAD 83. AL7948 AL7948.The geoid height was determined by GEOID03. AL7948 AL7948; North East Units Scale Factor Converg. AL7948;SPC FL W - 487,687.838 145,999.465 MT 0.99997715 -0 15 56.8 AL7948;UTM 17 - 3,179,516.241 348,360.145 MT 0.99988378 -0 44 48.0 AL7948 AL7948! - Elev Factor x Scale Factor = Combined Factor AL7948!SPC FL W - 1.00000364 x 0.99997715 = 0.99998079 AL7948!UTM 17 - 1.00000364 x 0.99988378 = 0.99988742 AL7948 AL7948 SUPERSEDED SURVEY CONTROL AL7948 AL7948 NAD 83(1990)- 28 44 02.80643(N) 082 33 10.14434(W) AD( ) 2 AL7948 ELLIP H (09/10/92) -22.98 (m) GP( ) 4 1 AL7948 NGVD 29 (09/10/92) 4.2 (m) 14. (f) GPS OBS AL7948 AL7948.Superseded values are not recommended for survey control. AL7948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7948.See file dsdata.txt to determine how the superseded data were derived. AL7948 AL7948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4836079516(NAD 83) AL7948_MARKER: DD = SURVEY DISK AL7948_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND AL7948_SP_SET: PREFAB CONC. POST IN EARTH AL7948_STAMPING: HR-B AL7948_MARK LOGO: GENES AL7948_PROJECTION: RECESSED 5 CENTIMETERS AL7948_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AL7948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7948+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2004 AL7948 AL7948 HISTORY - Date Condition Report By AL7948 HISTORY - 1991 MONUMENTED GENES AL7948 HISTORY - 20040121 GOOD FLDEP AL7948 AL7948 STATION DESCRIPTION AL7948 AL7948'DESCRIBED BY GENESIS SURVEYING INCORPORATED 1991 AL7948'STATION IS LOCATED ABOUT 8.4 KM (5.22 MI) SOUTH OF HOMOSASSA SPRINGS AL7948'IN THE GRASS MEDIAN OF US HWY 19, CITRUS COUNTY, FL, SECT 24, TNSP. AL7948'20 S, RNGE. 17 E. TO REACH THE STATION FROM THE INTERSECTION OF US AL7948'HWY 19 AND US 98 AND COUNTY RD 480 TRAVEL NORTH ALONG US HWY 19 1.3 AL7948'KM (0.81 MI) TO A PAVED MEDIAN CUT. THE POINT IS IN A GRASS MEDIAN AL7948'NORTH OF THE PAVED MEDIAN CUT LOCATED NORTH 19.3 FT (5.88 M) FROM AL7948'EDGE OF PAVEMENT AND 13.6 FT (4.15 M) WEST OF EDGE OF PAVEMENT AND AL7948'26.5 FT (8.08 M) EAST OF EDGE OF PAVEMENT. AL7948 AL7948 STATION RECOVERY (2004) AL7948 AL7948'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7948'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7949 *********************************************************************** AL7949 DESIGNATION - HR C AL7949 PID - AL7949 AL7949 STATE/COUNTY- FL/CITRUS AL7949 USGS QUAD - HOMOSASSA (1988) AL7949 AL7949 *CURRENT SURVEY CONTROL AL7949 ___________________________________________________________________ AL7949* NAD 83(1999)- 28 47 00.84433(N) 082 33 36.12046(W) ADJUSTED AL7949* NAVD 88 - 3.7 (meters) 12. (feet) VERTCON AL7949 ___________________________________________________________________ AL7949 X - 724,404.756 (meters) COMP AL7949 Y - -5,547,308.755 (meters) COMP AL7949 Z - 3,052,887.586 (meters) COMP AL7949 LAPLACE CORR- -0.84 (seconds) DEFLEC99 AL7949 ELLIP HEIGHT- -23.45 (meters) (07/06/01) GPS OBS AL7949 GEOID HEIGHT- -27.03 (meters) GEOID03 AL7949 AL7949 HORZ ORDER - SECOND AL7949 ELLP ORDER - FOURTH CLASS II AL7949 AL7949.The horizontal coordinates were established by GPS observations AL7949.and adjusted by the National Geodetic Survey in July 2001. AL7949 AL7949.The NAVD 88 height was computed by applying the VERTCON shift value to AL7949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL7949 AL7949.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL7949 AL7949.The Laplace correction was computed from DEFLEC99 derived deflections. AL7949 AL7949.The ellipsoidal height was determined by GPS observations AL7949.and is referenced to NAD 83. AL7949 AL7949.The geoid height was determined by GEOID03. AL7949 AL7949; North East Units Scale Factor Converg. AL7949;SPC FL W - 493,172.094 145,320.412 MT 0.99997806 -0 16 10.8 AL7949;UTM 17 - 3,185,005.499 347,727.239 MT 0.99988615 -0 45 04.7 AL7949 AL7949! - Elev Factor x Scale Factor = Combined Factor AL7949!SPC FL W - 1.00000368 x 0.99997806 = 0.99998174 AL7949!UTM 17 - 1.00000368 x 0.99988615 = 0.99988983 AL7949 AL7949 SUPERSEDED SURVEY CONTROL AL7949 AL7949 NAD 83(1990)- 28 47 00.84299(N) 082 33 36.11978(W) AD( ) 2 AL7949 ELLIP H (09/10/92) -23.28 (m) GP( ) 4 1 AL7949 NGVD 29 (09/10/92) 4.0 (m) 13. (f) GPS OBS AL7949 AL7949.Superseded values are not recommended for survey control. AL7949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7949.See file dsdata.txt to determine how the superseded data were derived. AL7949 AL7949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4772785005(NAD 83) AL7949_MARKER: DD = SURVEY DISK AL7949_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND AL7949_SP_SET: PREFAB CONC. POST IN EARTH AL7949_STAMPING: HR-C AL7949_MARK LOGO: GENES AL7949_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AL7949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7949+SATELLITE: SATELLITE OBSERVATIONS - 1991 AL7949 AL7949 HISTORY - Date Condition Report By AL7949 HISTORY - 1991 MONUMENTED GENES AL7949 HISTORY - 20040207 MARK NOT FOUND FLDEP AL7949 AL7949 STATION DESCRIPTION AL7949 AL7949'DESCRIBED BY GENESIS SURVEYING INCORPORATED 1991 AL7949'STATION IS LOCATED ABOUT 2.7 KM (1.68 MI) SOUTH OF HOMOSASSA SPRINGS AL7949'IN THE GRASS MEDIAN OF US HWY 19, CITRUS COUNTY, FL, SECT 35, TNSP. AL7949'19 S, RNGE. 17 E. TO REACH THE STATION FROM THE INTERSECTION OF US AL7949'HWY 19 AND US 98 AND COUNTY RD 480 TRAVEL NORTH ALONG US HWY 19 6.9 AL7949'KM (4.29 MI) TO A PAVED MEDIAN CUT AT OAK RIDGE ROAD. THE POINT IS AL7949'IN A GRASS MEDIAN NORTH OF THE PAVED MEDIAN CUT LOCATED NORTHWEST AL7949'20.2 FT (6.16 M) FROM EDGE OF PAVEMENT AND 20.2 FT (6.16 M) SOUTHWEST AL7949'OF EDGE OF PAVEMENT AND 26.2 FT (7.99 M) NORTHEAST OF EDGE OF AL7949'PAVEMENT. AL7949 AL7949 STATION RECOVERY (2004) AL7949 AL7949'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7949'THE MARK WAS NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7950 *********************************************************************** AL7950 DESIGNATION - HR D AL7950 PID - AL7950 AL7950 STATE/COUNTY- FL/CITRUS AL7950 USGS QUAD - HOMOSASSA (1988) AL7950 AL7950 *CURRENT SURVEY CONTROL AL7950 ___________________________________________________________________ AL7950* NAD 83(1999)- 28 47 20.36045(N) 082 33 58.73931(W) ADJUSTED AL7950* NAVD 88 - 2.2 (meters) 7. (feet) VERTCON AL7950 ___________________________________________________________________ AL7950 X - 723,758.827 (meters) COMP AL7950 Y - -5,547,099.898 (meters) COMP AL7950 Z - 3,053,413.415 (meters) COMP AL7950 LAPLACE CORR- -0.85 (seconds) DEFLEC99 AL7950 ELLIP HEIGHT- -25.02 (meters) (07/06/01) GPS OBS AL7950 GEOID HEIGHT- -27.04 (meters) GEOID03 AL7950 AL7950 HORZ ORDER - SECOND AL7950 ELLP ORDER - FOURTH CLASS II AL7950 AL7950.The horizontal coordinates were established by GPS observations AL7950.and adjusted by the National Geodetic Survey in July 2001. AL7950 AL7950.The NAVD 88 height was computed by applying the VERTCON shift value to AL7950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL7950 AL7950.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL7950 AL7950.The Laplace correction was computed from DEFLEC99 derived deflections. AL7950 AL7950.The ellipsoidal height was determined by GPS observations AL7950.and is referenced to NAD 83. AL7950 AL7950.The geoid height was determined by GEOID03. AL7950 AL7950; North East Units Scale Factor Converg. AL7950;SPC FL W - 493,775.816 144,709.811 MT 0.99997889 -0 16 21.9 AL7950;UTM 17 - 3,185,614.277 347,121.790 MT 0.99988843 -0 45 16.1 AL7950 AL7950! - Elev Factor x Scale Factor = Combined Factor AL7950!SPC FL W - 1.00000393 x 0.99997889 = 0.99998282 AL7950!UTM 17 - 1.00000393 x 0.99988843 = 0.99989236 AL7950 AL7950 SUPERSEDED SURVEY CONTROL AL7950 AL7950 NAD 83(1990)- 28 47 20.35907(N) 082 33 58.73866(W) AD( ) 2 AL7950 ELLIP H (09/10/92) -24.85 (m) GP( ) 4 1 AL7950 NGVD 29 (09/10/92) 2.4 (m) 8. (f) GPS OBS AL7950 AL7950.Superseded values are not recommended for survey control. AL7950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7950.See file dsdata.txt to determine how the superseded data were derived. AL7950 AL7950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4712285614(NAD 83) AL7950_MARKER: DD = SURVEY DISK AL7950_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND AL7950_SP_SET: PREFAB CONC. POST IN EARTH AL7950_STAMPING: HR-D AL7950_MARK LOGO: GENES AL7950_PROJECTION: RECESSED 5 CENTIMETERS AL7950_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AL7950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7950+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2004 AL7950 AL7950 HISTORY - Date Condition Report By AL7950 HISTORY - 1991 MONUMENTED GENES AL7950 HISTORY - 20040121 GOOD FLDEP AL7950 AL7950 STATION DESCRIPTION AL7950 AL7950'DESCRIBED BY GENESIS SURVEYING INCORPORATED 1991 AL7950'STATION IS LOCATED ABOUT 1.9 KM (1.18 MI) SOUTH OF HOMOSASSA SPRINGS AL7950'IN THE GRASS MEDIAN OF US HWY 19, CITRUS COUNTY, FL, SECT 34, TNSP. AL7950'19 S, RNGE. 17 E. TO REACH THE STATION FROM THE INTERSECTION OF US AL7950'HWY 19 AND US 98 AND COUNTY RD 480 TRAVEL NORTH ALONG US HWY 19 7.7 AL7950'KM (4.78 MI) TO A PAVED MEDIAN CUT AT GREEN ACRES ST NEAR THE AL7950'CHRISTIAN PROGRESSION CENTER. THE POINT IS IN A GRASS MEDIAN AL7950'SOUTHEAST OF THE PAVED MEDIAN CUT LOCATED SOUTHEAST 59.7 FT AL7950'(18.20 M) FROM EDGE OF PAVEMENT AND 32.2 FT (9.81 M) SOUTHWEST OF AL7950'EDGE OF PAVEMENT AND 23.0 FT (7.01 M) NORTHEAST OF EDGE OF PAVEMENT. AL7950 AL7950 STATION RECOVERY (2004) AL7950 AL7950'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7950'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7951 *********************************************************************** AL7951 DESIGNATION - HR E AL7951 PID - AL7951 AL7951 STATE/COUNTY- FL/CITRUS AL7951 USGS QUAD - HOMOSASSA (1988) AL7951 AL7951 *CURRENT SURVEY CONTROL AL7951 ___________________________________________________________________ AL7951* NAD 83(1999)- 28 47 51.16247(N) 082 35 23.00242(W) ADJUSTED AL7951* NAVD 88 - 3.2 (meters) 10. (feet) VERTCON AL7951 ___________________________________________________________________ AL7951 X - 721,433.874 (meters) COMP AL7951 Y - -5,546,943.035 (meters) COMP AL7951 Z - 3,054,244.940 (meters) COMP AL7951 LAPLACE CORR- -0.90 (seconds) DEFLEC99 AL7951 ELLIP HEIGHT- -24.03 (meters) (07/06/01) GPS OBS AL7951 GEOID HEIGHT- -27.05 (meters) GEOID03 AL7951 AL7951 HORZ ORDER - SECOND AL7951 ELLP ORDER - FOURTH CLASS II AL7951 AL7951.The horizontal coordinates were established by GPS observations AL7951.and adjusted by the National Geodetic Survey in July 2001. AL7951 AL7951.The NAVD 88 height was computed by applying the VERTCON shift value to AL7951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL7951 AL7951.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL7951 AL7951.The Laplace correction was computed from DEFLEC99 derived deflections. AL7951 AL7951.The ellipsoidal height was determined by GPS observations AL7951.and is referenced to NAD 83. AL7951 AL7951.The geoid height was determined by GEOID03. AL7951 AL7951; North East Units Scale Factor Converg. AL7951;SPC FL W - 494,735.185 142,429.271 MT 0.99998206 -0 17 02.7 AL7951;UTM 17 - 3,186,592.702 344,849.598 MT 0.99989706 -0 45 57.4 AL7951 AL7951! - Elev Factor x Scale Factor = Combined Factor AL7951!SPC FL W - 1.00000377 x 0.99998206 = 0.99998583 AL7951!UTM 17 - 1.00000377 x 0.99989706 = 0.99990083 AL7951 AL7951 SUPERSEDED SURVEY CONTROL AL7951 AL7951 NAD 83(1990)- 28 47 51.16105(N) 082 35 23.00183(W) AD( ) 2 AL7951 ELLIP H (09/10/92) -23.81 (m) GP( ) 4 1 AL7951 NGVD 29 (09/10/92) 3.5 (m) 11. (f) GPS OBS AL7951 AL7951.Superseded values are not recommended for survey control. AL7951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7951.See file dsdata.txt to determine how the superseded data were derived. AL7951 AL7951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4485086593(NAD 83) AL7951_MARKER: DD = SURVEY DISK AL7951_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND AL7951_SP_SET: PREFAB CONC. POST IN EARTH AL7951_STAMPING: HR-E AL7951_MARK LOGO: GENES AL7951_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AL7951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7951+SATELLITE: SATELLITE OBSERVATIONS - 1991 AL7951 AL7951 HISTORY - Date Condition Report By AL7951 HISTORY - 1991 MONUMENTED GENES AL7951 HISTORY - 20040120 MARK NOT FOUND FLDEP AL7951 AL7951 STATION DESCRIPTION AL7951 AL7951'DESCRIBED BY GENESIS SURVEYING INCORPORATED 1991 AL7951'STATION IS LOCATED ABOUT 1.7 KM (1.06 MI) SOUTHWEST OF HOMOSASSA AL7951'SPRINGS JUST NORTHEAST OF THE BRIDGE OVER HOMOSASSA RIVER ON FISHBOWL AL7951'DR, CITRUS COUNTY, FL, SECT 28, TNSP. 19 S, RNGE. 17 E. TO REACH AL7951'THE STATION FROM THE INTERSECTION US HWY 19 AND W HALLS RIVER RD. AL7951'(COUNTY RD 490A) TRAVEL WEST ALONG W HALLS RIVER RD 1.0 KM (0.62 MI) AL7951'TO FISHBOWL DR. THEN SOUTHWEST ALONG FISHBOWL DR. 1.69 KM (1.05 MI). AL7951'THE POINT IS LOCATED 16.6 FT (5.06 M) NORTHEAST OF EDGE OF BRIDGE AND AL7951'12.8 FT (3.90 M) SOUTHEAST OF CENTERLINE OF FISHBOWL DR. IN LINE WITH AL7951'EXISTING GUARD RAILS. AL7951 AL7951 STATION RECOVERY (2004) AL7951 AL7951'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7951'THE MARK WAS NOT FOUND. AL7951' AL7951'NOTE SHORELINE AND ROAD SHOULDER NEAR BRIDGE IS NOW COVERED WITH AL7951'ASPHALT. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7260 *********************************************************************** AL7260 DESIGNATION - RED LEVEL AL7260 PID - AL7260 AL7260 STATE/COUNTY- FL/CITRUS AL7260 USGS QUAD - RED LEVEL (1992) AL7260 AL7260 *CURRENT SURVEY CONTROL AL7260 ___________________________________________________________________ AL7260* NAD 83(1990)- 28 58 13.74153(N) 082 38 11.93901(W) ADJUSTED AL7260* NAVD 88 - 3.839 (meters) 12.60 (feet) POSTED AL7260 ___________________________________________________________________ AL7260 LAPLACE CORR- -1.17 (seconds) DEFLEC99 AL7260 GEOID HEIGHT- -27.32 (meters) GEOID03 AL7260 DYNAMIC HT - 3.830 (meters) 12.57 (feet) COMP AL7260 MODELED GRAV- 979,233.0 (mgal) NAVD 88 AL7260 AL7260 HORZ ORDER - FIRST AL7260 VERT ORDER - * POSTED, Code A , SEE BELOW AL7260 AL7260.The horizontal coordinates were established by classical geodetic methods AL7260.and adjusted by the National Geodetic Survey in May 1991. AL7260 AL7260.The orthometric height was determined by differential leveling AL7260.and adjusted by the National Geodetic Survey in 1992. AL7260.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7260.rate of 0.0 thru 1.0 mm/km. AL7260 AL7260.The Laplace correction was computed from DEFLEC99 derived deflections. AL7260 AL7260.The geoid height was determined by GEOID03. AL7260 AL7260.The dynamic height is computed by dividing the NAVD 88 AL7260.geopotential number by the normal gravity value computed on the AL7260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7260.degrees latitude (g = 980.6199 gals.). AL7260 AL7260.The modeled gravity was interpolated from observed gravity values. AL7260 AL7260; North East Units Scale Factor Converg. AL7260;SPC FL W - 513,925.767 137,950.898 MT 0.99998867 -0 18 30.2 AL7260;UTM 17 - 3,205,818.832 340,533.566 MT 0.99991381 -0 47 34.4 AL7260 AL7260! - Elev Factor x Scale Factor = Combined Factor AL7260!SPC FL W - 1.00000369 x 0.99998867 = 0.99999236 AL7260!UTM 17 - 1.00000369 x 0.99991381 = 0.99991750 AL7260 AL7260: Primary Azimuth Mark Grid Az AL7260:SPC FL W - RED LEVEL AZ MK 350 01 58.9 AL7260:UTM 17 - RED LEVEL AZ MK 350 31 03.1 AL7260 AL7260|---------------------------------------------------------------------| AL7260| PID Reference Object Distance Geod. Az | AL7260| dddmmss.s | AL7260| AL7261 RED LEVEL RM 1 62.118 METERS 11237 | AL7260| AL0949 CRYSTAL RIVER MUNICIPAL TANK APPROX. 9.1 KM 1504247.5 | AL7260| AR1543 INGLIS FLA PWR CO S STK APPROX. 7.8 KM 3284915.8 | AL7260| AR1540 INGLIS FLA PWR CO N STK APPROX. 7.8 KM 3285714.8 | AL7260| AR1544 INGLIS FLA POWER CO WATER TANK APPROX. 7.9 KM 3291919.2 | AL7260| AR1541 INGLIS OLD CHEM CO WATER TANK APPROX. 7.1 KM 3300316.8 | AL7260| CW6334 RED LEVEL AZ MK 3494328.7 | AL7260| AL7259 RED LEVEL RM 2 85.192 METERS 35959 | AL7260|---------------------------------------------------------------------| AL7260 AL7260 SUPERSEDED SURVEY CONTROL AL7260 AL7260 NAD 83(1986)- 28 58 13.74597(N) 082 38 11.94578(W) AD( ) 1 AL7260 NAD 27 - 28 58 12.83400(N) 082 38 12.57300(W) AD( ) 1 AL7260 NGVD 29 (07/19/86) 4.12 (m) 13.5 (f) LEVELING 3 AL7260 AL7260.Superseded values are not recommended for survey control. AL7260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7260.See file dsdata.txt to determine how the superseded data were derived. AL7260 AL7260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN4053405819(NAD 83) AL7260_MARKER: DS = TRIANGULATION STATION DISK AL7260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7260_SP_SET: CONCRETE POST AL7260_STAMPING: RED LEVEL 1933 AL7260_MARK LOGO: CGS AL7260_PROJECTION: PROJECTING 18 CENTIMETERS AL7260_MAGNETIC: N = NO MAGNETIC MATERIAL AL7260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7260+STABILITY: SURFACE MOTION AL7260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7260+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2004 AL7260 AL7260 HISTORY - Date Condition Report By AL7260 HISTORY - 1933 MONUMENTED CGS AL7260 HISTORY - 1934 GOOD CGS AL7260 HISTORY - 1934 GOOD CGS AL7260 HISTORY - 1940 GOOD CGS AL7260 HISTORY - 1959 GOOD CGS AL7260 HISTORY - 1962 GOOD CGS AL7260 HISTORY - 1977 GOOD FLDNR AL7260 HISTORY - 1988 GOOD USPSQD AL7260 HISTORY - 19900119 GOOD USPSQD AL7260 HISTORY - 19910204 GOOD USPSQD AL7260 HISTORY - 19951213 GOOD USPSQD AL7260 HISTORY - 20040109 GOOD FLDEP AL7260 AL7260 STATION DESCRIPTION AL7260 AL7260'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HCW) AL7260'THIS STATION IS ABOUT 3.5 MILES S OF INGLIS, 11.5 MILES SW OF AL7260'DUNNELLON, NEAR THE REDLEVEL CHURCH AND SHOOLHOUSE AND AT THE AL7260'JUNCTION OF THE MACADAM ROAD FROM INGLIS TO CRYSTAL LAKE AND AL7260'THE MACADAM ROAD WESTWARD FROM DUNNELLON. AL7260' AL7260'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD AL7260'BRONZE DISKS SET IN CONCRETE. AL7260' AL7260'REFERENCE MARK NO. 1 IS SW OF THE STATION, AT THE NE CORNER AL7260'OF THE REDLEVEL CHURCH, ABOUT 10 FEET W OF A TALL BUSHY CEDAR AL7260'TREE AND PROJECTS 10 INCHES. AL7260' AL7260'REFERENCE MARK NO. 2 IS N BY E OF THE STATION, 24 FEET E OF AL7260'THE CENTER LINE OF THE N-S ROAD AND PROJECTS 8 INCHES. AL7260' AL7260'THE AZIMUTH MARK IS ABOUT 0.3 MILE N OF THE STATION, ABOUT AL7260'100 YARDS N OF THE END OF THE MACADAM, IN THE V FORMED BY A AL7260'ROAD FORK, ONE ROAD LEADING NW TO YANKEETOWN AND THE OTHER AL7260'LEADING NE. THE MARK IS 12 PACES E OF THE CENTER LINE OF THE AL7260'NW FORK, 13 PACES W OF THE CENTER LINE OF THE NE FORK, AND 6 AL7260'PACES N OF A CUT OFF ROAD. THE MARK PROJECTS 6 INCHES ABOVE THE AL7260'GROUND. AL7260' AL7260'REACHED FROM DUNNELLON BY GOING ON U.S. HIGHWAY 41 S ACROSS AL7260'THE RIVER TO THE FIRST MACADAM ROAD LEADING W, TURN W AND GO AL7260'12 MILES TO THE JUNCTION MENTIONED ABOVE AND THE STATION. THE AL7260'MARK IS 35 FEET W OF THE CENTER LINE OF THE INGLIS-CRYSTAL RIVER, AL7260'38.8 FEET E OF A 10-INCH PINE TREE MARKED WITH A LARGE TRIANGULAR AL7260'BLAZE, 168.3 FEET NW OF THE REDLEVEL CHURCH WHICH IS A WHITE AL7260'WOODEN BUILDING IN THE NE ANGLE OF THE ROAD INTERSECTION, 199 AL7260'FEET N OF THE ROAD INTERSECTION AND PROJECTS 8 INCHES. THERE AL7260'IS A WHITE SCHOOLHOUSE IN THE SE ANGLE OF THE ROAD INTERSECTION AL7260'AND A FILLING STATION DIRECTLY W OF THE INTERSECTION. THE AL7260'LAND TO THE N, W, AND E IS COVERED WITH SECOND GROWTH PINE. AL7260' AL7260'HEIGHT OF SIGNAL ABOVE STATION MARK - 126 FEET. AL7260 AL7260 STATION RECOVERY (1934) AL7260 AL7260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GLA) AL7260'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION. AL7260' AL7260'THE STATION IS 3-1/2 MILES S OF INGLIS, AND 11-1/2 MILES SW OF AL7260'DUNNELLON, NEAR THE REDLEVEL CHURCH AND SCHOOL AT THE JUNCTION AL7260'OF THE MACADAM ROAD FROM INGLIS TO CRYSTAL RIVER AND THE MACADAM AL7260'ROAD WESTWARD FROM DUNNELLON. IT IS 35 FEET W OF THE CENTER LINE AL7260'OF THE INGLIS-CRYSTAL RIVER ROAD, 38.5 FEET E OF A 10-INCH AL7260'PINE TREE WITH A TRIANGULAR BLAZE, 168 FEET NW OF THE NW CORNER AL7260'OF THE REDLEVEL CHURCH WHICH IS A WHITE WOODEN BUILDING IN THE AL7260'NE ANGLE OF THE ROAD INTERSECTION, AND 199 FEET NNW OF THE AL7260'ROAD INTERSECTION. THERE IS A SCHOOL BUILDING IN THE SE AL7260'CORNER OF THE ROAD INTERSECTION AND A SERVICE STATION ACROSS AL7260'THE ROAD (W) OF THE SCHOOL. THE MARK PROJECTS 6 INCHES AL7260'ABOVE THE GROUND. AL7260' AL7260'REFERENCE MARK NO. 1 IS SE OF THE STATION, 3 FEET NE OF THE AL7260'NE CORNER OF THE REDLEVEL CHURCH, 85 FEET N OF THE CENTER LINE AL7260'OF THE ROAD, AND 125 FEET E OF THE CENTER LINE OF THE ROAD. THE AL7260'MARK PROJECTS 8 INCHES. AL7260' AL7260'REFERENCE MARK NO. 2 IS N OF THE STATION, 24 FEET E OF THE AL7260'CENTER LINE OF THE ROAD, AND PROJECTS 8 INCHES ABOVE THE GROUND. AL7260' AL7260'THE AZIMUTH MARK IS ABOUT 0.3 MILE N OF THE STATION, ABOUT AL7260'100 YARDS N OF THE END OF THE MACADAM, IN THE V FORMED BY A AL7260'ROAD FORK, ONE ROAD LEADING NW TO YANKEETOWN AND THE OTHER AL7260'LEADING NE. THE MARK IS 12 PACES E OF THE CENTER LINE OF THE AL7260'NW FORK, 13 PACES W OF THE CENTER LINE OF THE NE FORK, AND 6 AL7260'PACES N OF A CUT OFF ROAD. THE MARK PROJECTS 6 INCHES ABOVE THE AL7260'GROUND. AL7260' AL7260'TO REACH THE STATION FROM DUNNELLON, GO S ON U.S. HIGHWAY 41 AL7260'FOR ABOUT 1/2 MILE TO A MACADAM ROAD TO THE W (RIGHT) JUST S AL7260'OF A BRIDGE OVER THE WITH LACCOOCHEE RIVER. GO W ON THIS ROAD 12 AL7260'MILES TO THE STATION AT THE ROAD JUNCTION MENTIONED ABOVE. AL7260 AL7260 STATION RECOVERY (1934) AL7260 AL7260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GLA) AL7260'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT AL7260'THAT THE DIRECTION TO THE AZIMUTH MARK IN THE ORIGINAL DESCRIPTION AL7260'IS IN ERROR BY 180 DEG AND THE ROAD INTERSECTION IS LIKEWISE. AL7260 AL7260 STATION RECOVERY (1940) AL7260 AL7260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KGC) AL7260'THE STATION IS LOCATED ABOUT 4.5 MILES S OF INGLIS, 5.6 MILES N AL7260'OF CRYSTAL RIVER, NEAR THE REDLEVEL CHURCH AND SCHOOLHOUSE AT AL7260'THE JUNCTION OF INGLIS-CRYSTAL RIVER ROAD AND STATE HIGHWAY AL7260'168 SW FROM DUNNELLON, 35 FEET W OF THE CENTER LINE OF AL7260'INGLIS-CRYSTAL RIVER HIGHWAY, 38.8 FEET E OF A 10-INCH PINE WITH AL7260'TRIANGULAR BLAZE, 168.3 FEET NW OF THE REDLEVEL CHURCH WHICH AL7260'IS A WHITE WOODEN BUILDING IN NE ANGLE OF THE ROAD INTERSECTION AL7260'AND 186 FEET NW OF THE ROAD INTERSECTION. THERE IS A AL7260'SCHOOLHOUSE IN THE SE ANGLE OF THE ROAD INTERSECTION. AL7260' AL7260'STATION MARK IS A STANDARD BRONZE DISK, STAMPED REDLEVEL-1933, AL7260'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH EXTENDS AL7260'8 INCHES ABOVE GROUND. THE UNDERGROUND MARK IS A STANDARD DISK AL7260'SET IN THE UPPER SURFACE OF A CONCRETE BLOCK WHICH IS 3 FEET AL7260'UNDERGROUND. AL7260' AL7260'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK, STAMPED AL7260'REDLEVEL NO. 1 1933, SET IN THE TOP OF A 10-INCH ROUND CONCRETE AL7260'MONUMENT WHICH EXTENDS 10 INCHES ABOVE GROUND. IT IS LOCATED AL7260'203.78 FEET SE OF THE STATION AT THE NE CORNER OF THE REDLEVEL AL7260'CHURCH, 10 FEET W OF A TALL BUSHY CEDAR TREE, 92 FEET N OF AL7260'CENTER LINE OF STATE HIGHWAY 16, AND 135 FEET E OF CENTER AL7260'LINE OF N-S ROAD. AL7260' AL7260'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK, STAMPED AL7260'REDLEVEL NO. 2 1933, SET IN THE TOP OF A 10-INCH ROUND CONCRETE AL7260'MONUMENT WHICH EXTENDS 8 INCHES ABOVE GROUND. IT IS LOCATED AL7260'279.52 FEET N BY E OF THE STATION, 24 FEET E OF THE CENTER LINE AL7260'OF THE N-S ROAD. AL7260' AL7260'AZIMUTH MARK IS A STANDARD BRONZE DISK, STAMPED REDLEVEL AL7260'AZIMUTH-1933, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT AL7260'WHICH EXTENDS 6 INCHES ABOVE GROUND. IT IS LOCATED ABOUT 0.3 AL7260'MILE N OF THE STATION IN THE N V FORMED BY A ROAD INTERSECTION, AL7260'245 FEET N OF THE END OF THE MACADAM, 50 FEET E OF CENTER LINE AL7260'OF NW FORK, (ROAD TO YANKEETOWN) AND 39 FEET W OF CENTER LINE OF AL7260'N FORK. AL7260' AL7260'THE STATION CAN BE REACHED FROM DUNNELLON 12 MILES W ON STATE AL7260'HIGHWAY 168 OR 4.5 MILES S FROM INGLIS OR 5.6 MILES N FROM AL7260'CRYSTAL RIVER ALONG THE INGLIS-CRYSTAL RIVER ROAD. AL7260 AL7260 STATION RECOVERY (1959) AL7260 AL7260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ALW) AL7260'THIS STATION WAS RECOVERED IN FEBRUARY 1959. THE STATION, AL7260'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION. THE AL7260'AZIMUTH MARK WAS FOUND DESTROYED. THE POST WAS FOUND LYING ON AL7260'TOP OF THE GROUND. THE DISK WAS RECOVERED. AL7260' AL7260'THE STATION IS LOCATED ABOUT 5.5 MI. N OF CRYSTAL RIVER, 444 AL7260'FT. NW OF THE CENTER OF THE JUNCTION OF U.S. HIGHWAY 19 AND STATE AL7260'HIGHWAY 488, 274 FT. N-NW OF THE NW CORNER OF THE RED LEVEL AL7260'BAPTIST CHURCH, 159 FT. NW OF THE NW CORNER OF THE PARSONAGE, AL7260'199 FT. N OF A FENCE CORNER, 322 FT. W-SW OF THE CENTERLINE OF AL7260'U.S. HIGHWAY 19, 26 FT. W OF THE CENTERLINE OF A N AND S OILED AL7260'ROAD AND 9 FT. W OF A FENCE. A TRIANGULATION-STATION DISK SET AL7260'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 0.4 FT. ABOVE AL7260'THE GROUND, STAMPED REDLEVEL 1933, IN A PASTURE. THE CHURCH AL7260'HAS BEEN MOVED SINCE THE STATION WAS SET. THE PARSONAGE IS AL7260'NEAR THE FORMER LOCATION OF THE CHURCH. AL7260' AL7260'REFERENCE MARK 1 IS 203.80 FT. OR 62.119 M. SE OF THE STATION, AL7260'165 FT. W-SW OF THE CENTERLINE OF U.S. HIGHWAY 19, 240 FT. NW AL7260'OF THE CENTER OF THE JUNCTION OF U.S. HIGHWAY 19 AND STATE HIGHWAY AL7260'488, 157 FT. N OF THE NE CORNER OF THE CHURCH, 91 FT. N OF THE AL7260'CENTERLINE OF AN E AND W OILED ROAD, 2.5 FT. E OF THE NE CORNER AL7260'OF THE PARSONAGE AND 9 FT. NW OF A 15-IN. CEDAR TREE. A AL7260'REFERENCE-MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST AL7260'WHICH PROJECTS 0.2 FT. ABOVE THE GROUND, STAMPED REDLEVEL NO AL7260'1 1933. AL7260' AL7260'REFERENCE MARK 2 IS 279.53 FT. OR 85.201 M. N-NE OF THE AL7260'STATION, 196 FT. W-SW OF THE CENTERLINE OF U.S. HIGHWAY 19, AL7260'47 FT. E OF A FENCE, 23 FT. E OF THE CENTERLINE OF A N AND S AL7260'OILED ROAD, 9 FT. NE OF A 10-IN. PINE TREE AND 7.5 FT. W OF A AL7260'6-IN. PINE TREE. A REFERENCE-MARK DISK SET IN THE TOP OF A AL7260'ROUND CONCRETE POST WHICH PROJECTS 0.5 FT. ABOVE THE GROUND, AL7260'STAMPED REDLEVEL NO 2 1933. AL7260' AL7260'TO REACH THE STATION FROM THE POST OFFICE AT CRYSTAL RIVER, AL7260'GO 5.5 MI. N ALONG U.S. HIGHWAY 19 TO A JUNCTION WITH STATE AL7260'HIGHWAY 488 THE RED LEVEL BAPTIST CHURCH AND THE STATION ON AL7260'THE LEFT. AL7260 AL7260 STATION RECOVERY (1962) AL7260 AL7260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS) AL7260'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS AL7260'DESCRIBED IN 1959. STATE HIGHWAY 488 IS NOW STATE HIGHWAY 40. AL7260 AL7260 STATION RECOVERY (1977) AL7260 AL7260'RECOVERY NOTE BY FL DEPT OF NAT RES 1977 AL7260'5.15 MI SE FROM INGLIS. AL7260'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 40 AL7260'AT INGLIS. PROCEED SOUTHEAST ALONG US HIGHWAY 19/98, 5.15 MILES AL7260'TO THE MARK, WHICH BEARS 9 FEET WEST OF A FENCE, 34.5 FEET WEST OF AL7260'THE CENTER LINE OF US HIGHWAY 19/98, 57 FEET SOUTHWEST OF A POWER AL7260'POLE. AL7260 AL7260 STATION RECOVERY (1988) AL7260 AL7260'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS) AL7260'RECOVERED IN GOOD CONDITION. AL7260 AL7260 STATION RECOVERY (1990) AL7260 AL7260'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7260'RECOVERED IN GOOD CONDITION. AL7260 AL7260 STATION RECOVERY (1991) AL7260 AL7260'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7260'RECOVERED IN GOOD CONDITION. AL7260 AL7260 STATION RECOVERY (1995) AL7260 AL7260'RECOVERY NOTE BY US POWER SQUADRON 1995 AL7260'RECOVERED IN GOOD CONDITION. AL7260 AL7260 STATION RECOVERY (2004) AL7260 AL7260'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7260'THE STATION IS ABOUT 4.6 MI SOUTHEAST OF INGLIS, IN SECTION 25, AL7260'TOWNSHIP 17 SOUTH, RANGE 16 EAST. AL7260' AL7260'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND AL7260'COUNTY ROAD 40 IN INGLIS, GO SOUTH ON U.S. HIGHWAY 19, 98 FOR 4.7 MI AL7260'TO THE JUNCTION OF COUNTY ROAD 488 (WEST DUNNELLON ROAD) ON THE LEFT AL7260'AND THE STATION ON THE RIGHT, AT THE NORTHWEST CORNER OF AN ABANDONED AL7260'FENCED IN CHURCH YARD, SET IN THE TOP OF A ROUND CONCRETE MONUMENT AL7260'PROJECTING 0.7 FT ABOVE THE LEVEL OF THE GROUND AND LEVEL WITH U.S. AL7260'HIGHWAY 19, 98. AL7260' AL7260'LOCATED 281.1 FT SOUTH OF RED LEVEL RM 2, 204.9 FT WEST-NORTHWEST OF AL7260'RED LEVEL RM 1, 195.0 FT NORTH OF AN UNLOCKED METAL GATE, 34.0 FT AL7260'WEST OF THE APPROXIMATE CENTERLINE OF AN OLD ROAD GRADE, 9.9 FT WEST AL7260'OF A METAL WITNESS POST AND 9.1 FT WEST OF A BARB WIRE FENCE CORNER AL7260'POST. AL7260' AL7260'NOTE PERMISSION TO ENTER THE LOCKED GATE MUST BE OBTAINED FROM ED AL7260'KOLITZ AT THE CRYSTAL RIVER QUARRIES OFFICE SOUTH OF THE STATION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7261 *********************************************************************** AL7261 DESIGNATION - RED LEVEL RM 1 AL7261 PID - AL7261 AL7261 STATE/COUNTY- FL/CITRUS AL7261 USGS QUAD - RED LEVEL (1992) AL7261 AL7261 *CURRENT SURVEY CONTROL AL7261 ___________________________________________________________________ AL7261* NAD 83(1986)- 28 58 12. (N) 082 38 08. (W) SCALED AL7261* NAVD 88 - 3.783 (meters) 12.41 (feet) POSTED AL7261 ___________________________________________________________________ AL7261 GEOID HEIGHT- -27.32 (meters) GEOID03 AL7261 DYNAMIC HT - 3.780 (meters) 12.40 (feet) COMP AL7261 MODELED GRAV- 979,232.9 (mgal) NAVD 88 AL7261 AL7261 VERT ORDER - * POSTED, Code B , SEE BELOW AL7261 AL7261.The horizontal coordinates were scaled from a topographic map and have AL7261.an estimated accuracy of +/- 6 seconds. AL7261 AL7261.The orthometric height was determined by differential leveling AL7261.and adjusted by the National Geodetic Survey in 1992. AL7261.* This is a POSTED BENCH MARK height. Code B indicates a distribution AL7261.rate of 1.1 thru 2.0 mm/km. AL7261 AL7261.The geoid height was determined by GEOID03. AL7261 AL7261.The dynamic height is computed by dividing the NAVD 88 AL7261.geopotential number by the normal gravity value computed on the AL7261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7261.degrees latitude (g = 980.6199 gals.). AL7261 AL7261.The modeled gravity was interpolated from observed gravity values. AL7261 AL7261; North East Units Estimated Accuracy AL7261;SPC FL W - 513,870. 138,060. MT (+/- 180 meters Scaled) AL7261 AL7261 SUPERSEDED SURVEY CONTROL AL7261 AL7261.No superseded survey control is available for this station. AL7261 AL7261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN406057(NAD 83) AL7261_MARKER: DR = REFERENCE MARK DISK AL7261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7261_SP_SET: CONCRETE POST AL7261_STAMPING: RED LEVEL NO 1 1933 AL7261_MARK LOGO: CGS AL7261_PROJECTION: PROJECTING 5 CENTIMETERS AL7261_MAGNETIC: N = NO MAGNETIC MATERIAL AL7261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7261+STABILITY: SURFACE MOTION AL7261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL7261+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2004 AL7261 AL7261 HISTORY - Date Condition Report By AL7261 HISTORY - 1933 MONUMENTED CGS AL7261 HISTORY - 1977 GOOD FLDNR AL7261 HISTORY - 1985 GOOD FLDNR AL7261 HISTORY - 1988 GOOD USPSQD AL7261 HISTORY - 19900119 GOOD USPSQD AL7261 HISTORY - 19910204 GOOD USPSQD AL7261 HISTORY - 19951213 GOOD USPSQD AL7261 HISTORY - 20040109 GOOD FLDEP AL7261 AL7261 STATION DESCRIPTION AL7261 AL7261'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7261'5.15 MI SE FROM INGLIS. AL7261'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 40 AL7261'AT INGLIS. PROCEED SOUTHEAST ALONG US HIGHWAY 19/98, 5.15 MILES AL7261'TO THE MARK, WHICH BEARS 2.7 FEET EAST OF THE CORNER OF A HOUSE, AL7261'33 FEET NORTH OF A 12 INCH PALMETTO PALM, 30 FEET SOUTHEAST OF A AL7261'12 INCH CEDAR TREE. AL7261 AL7261 STATION RECOVERY (1985) AL7261 AL7261'RECOVERY NOTE BY FL DEPT OF NAT RES 1985 AL7261'RECOVERED IN GOOD CONDITION. AL7261 AL7261 STATION RECOVERY (1988) AL7261 AL7261'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS) AL7261'RECOVERED IN GOOD CONDITION. AL7261 AL7261 STATION RECOVERY (1990) AL7261 AL7261'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7261'RECOVERED IN GOOD CONDITION. AL7261 AL7261 STATION RECOVERY (1991) AL7261 AL7261'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7261'RECOVERED IN GOOD CONDITION. AL7261 AL7261 STATION RECOVERY (1995) AL7261 AL7261'RECOVERY NOTE BY US POWER SQUADRON 1995 AL7261'RECOVERED IN GOOD CONDITION. AL7261 AL7261 STATION RECOVERY (2004) AL7261 AL7261'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7261'THE MARK IS ABOUT 4.6 MI SOUTHEAST OF INGLIS, IN SECTION 25, TOWNSHIP AL7261'17 SOUTH, RANGE 16 EAST. AL7261' AL7261'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND AL7261'COUNTY ROAD 40 IN INGLIS, GO SOUTH ON U.S. HIGHWAY 19, 98 FOR 4.7 MI AL7261'TO THE JUNCTION OF COUNTY ROAD 488 (WEST DUNNELLON ROAD) ON THE LEFT AL7261'AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE AL7261'MONUMENT PROJECTING 0.2 FT ABOVE THE LEVEL OF THE GROUND AND LEVEL AL7261'WITH U.S. HIGHWAY 19, 98. AL7261' AL7261'LOCATED 101.2 WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. AL7261'HIGHWAY 19, 98, 93.2 FT NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY AL7261'ROAD 488 (WEST DUNNELLON ROAD), 35.1 FT WEST-SOUTHWEST OF A HOG WIRE AL7261'FENCE, 26.0 FT NORTHWEST OF THE NORTHWEST CORNER OF A STORAGE SHED, AL7261'8.5 FT WEST-NORTHWEST OF A 40-INCH DIAMETER CEDAR TREE, 2.5 FT EAST OF AL7261'THE NORTHEAST CORNER OF AN ABANDONED CHURCH AND 0.5 FT EAST OF A AL7261'CARSONITE WITNESS POST. AL7261' AL7261'NOTE PERMISSION TO ENTER THE LOCKED GATE MUST BE OBTAINED FROM ED AL7261'KOLITZ AT THE CRYSTAL RIVER QUARRIES OFFICE SOUTH OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7259 *********************************************************************** AL7259 DESIGNATION - RED LEVEL RM 2 AL7259 PID - AL7259 AL7259 STATE/COUNTY- FL/CITRUS AL7259 USGS QUAD - RED LEVEL (1992) AL7259 AL7259 *CURRENT SURVEY CONTROL AL7259 ___________________________________________________________________ AL7259* NAD 83(1986)- 28 58 18. (N) 082 38 09. (W) SCALED AL7259* NAVD 88 - 3.711 (meters) 12.18 (feet) POSTED AL7259 ___________________________________________________________________ AL7259 GEOID HEIGHT- -27.32 (meters) GEOID03 AL7259 DYNAMIC HT - 3.710 (meters) 12.17 (feet) COMP AL7259 MODELED GRAV- 979,233.1 (mgal) NAVD 88 AL7259 AL7259 VERT ORDER - * POSTED, Code A , SEE BELOW AL7259 AL7259.The horizontal coordinates were scaled from a topographic map and have AL7259.an estimated accuracy of +/- 6 seconds. AL7259 AL7259.The orthometric height was determined by differential leveling AL7259.and adjusted by the National Geodetic Survey in 1992. AL7259.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7259.rate of 0.0 thru 1.0 mm/km. AL7259 AL7259.The geoid height was determined by GEOID03. AL7259 AL7259.The dynamic height is computed by dividing the NAVD 88 AL7259.geopotential number by the normal gravity value computed on the AL7259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7259.degrees latitude (g = 980.6199 gals.). AL7259 AL7259.The modeled gravity was interpolated from observed gravity values. AL7259 AL7259; North East Units Estimated Accuracy AL7259;SPC FL W - 514,060. 138,030. MT (+/- 180 meters Scaled) AL7259 AL7259 SUPERSEDED SURVEY CONTROL AL7259 AL7259.No superseded survey control is available for this station. AL7259 AL7259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN406059(NAD 83) AL7259_MARKER: DR = REFERENCE MARK DISK AL7259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7259_SP_SET: CONCRETE POST AL7259_STAMPING: RED LEVEL NO 2 1933 AL7259_MARK LOGO: CGS AL7259_PROJECTION: PROJECTING 15 CENTIMETERS AL7259_MAGNETIC: N = NO MAGNETIC MATERIAL AL7259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7259+STABILITY: SURFACE MOTION AL7259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7259+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2004 AL7259 AL7259 HISTORY - Date Condition Report By AL7259 HISTORY - 1933 MONUMENTED CGS AL7259 HISTORY - 1977 GOOD FLDNR AL7259 HISTORY - 1988 GOOD USPSQD AL7259 HISTORY - 19900119 GOOD USPSQD AL7259 HISTORY - 19910204 GOOD USPSQD AL7259 HISTORY - 19951213 GOOD USPSQD AL7259 HISTORY - 20040109 GOOD FLDEP AL7259 AL7259 STATION DESCRIPTION AL7259 AL7259'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7259'5.15 MI SE FROM INGLIS. AL7259'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 40 AL7259'AT INGLIS. PROCEED SOUTHEAST ALONG US HIGHWAY 19/98, 5.15 MILES AL7259'TO THE MARK, WHICH BEARS 22 FEET EAST OF A DIRT ROAD, 8 FEET EAST AL7259'OF A 10 INCH PINE TREE, 11 FEET NORTHEAST OF AN 18 INCH PINE TREE. AL7259 AL7259 STATION RECOVERY (1988) AL7259 AL7259'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS) AL7259'RECOVERED IN GOOD CONDITION. AL7259 AL7259 STATION RECOVERY (1990) AL7259 AL7259'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7259'RECOVERED IN GOOD CONDITION. AL7259 AL7259 STATION RECOVERY (1991) AL7259 AL7259'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7259'RECOVERED IN GOOD CONDITION. AL7259 AL7259 STATION RECOVERY (1995) AL7259 AL7259'RECOVERY NOTE BY US POWER SQUADRON 1995 AL7259'RECOVERED IN GOOD CONDITION. AL7259 AL7259 STATION RECOVERY (2004) AL7259 AL7259'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7259'THE MARK IS ABOUT 4.6 MI SOUTHEAST OF INGLIS, IN SECTION 25, TOWNSHIP AL7259'17 SOUTH, RANGE 16 EAST. AL7259' AL7259'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, 98 AND AL7259'COUNTY ROAD 40 IN INGLIS GO SOUTH ON U.S. HIGHWAY 19, 98 FOR 4.6 MI AL7259'TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT AL7259'PROJECTING 0.6 FT ABOVE THE LEVEL OF THE GROUND AND LEVEL WITH U.S. AL7259'HIGHWAY 19, 98. AL7259' AL7259'LOCATED 281.2 FT NORTH OF RED LEVEL TRIANGULATION STATION, 145.0 FT AL7259'NORTH-NORTHWEST OF A 52-INCH DIAMETER LIVE OAK TREE, 124.1 FT AL7259'WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 19, 98, AL7259'79.0 FT WEST OF A STATE ROADS DEPARTMENT CONCRETE RIGHT OF WAY AL7259'MARKER, 65.3 FT WEST-SOUTHWEST OF A BARB WIRE FENCE AND 1.8 FT AL7259'SOUTHWEST OF A METAL WITNESS POST. AL7259' AL7259'NOTE PERMISSION TO ENTER THE LOCKED GATE MUST BE OBTAINED FROM ED AL7259'KOLITZ AT THE CRYSTAL RIVER QUARRIES OFFICE SOUTH OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7301 *********************************************************************** AL7301 DESIGNATION - TT 21 JFS AL7301 PID - AL7301 AL7301 STATE/COUNTY- FL/CITRUS AL7301 USGS QUAD - HOMOSASSA (1988) AL7301 AL7301 *CURRENT SURVEY CONTROL AL7301 ___________________________________________________________________ AL7301* NAD 83(1999)- 28 46 51.12677(N) 082 33 27.29680(W) ADJUSTED AL7301* NAVD 88 - 2.761 (meters) 9.06 (feet) POSTED AL7301 ___________________________________________________________________ AL7301 X - 724,660.629 (meters) COMP AL7301 Y - -5,547,419.915 (meters) COMP AL7301 Z - 3,052,625.001 (meters) COMP AL7301 LAPLACE CORR- -0.83 (seconds) DEFLEC99 AL7301 ELLIP HEIGHT- -24.23 (meters) (05/31/01) GPS OBS AL7301 GEOID HEIGHT- -27.03 (meters) GEOID03 AL7301 DYNAMIC HT - 2.760 (meters) 9.06 (feet) COMP AL7301 MODELED GRAV- 979,222.8 (mgal) NAVD 88 AL7301 AL7301 HORZ ORDER - FIRST AL7301 VERT ORDER - * POSTED, Code A , SEE BELOW AL7301 ELLP ORDER - FOURTH CLASS I AL7301 AL7301.The horizontal coordinates were established by GPS observations AL7301.and adjusted by the National Geodetic Survey in May 2001. AL7301 AL7301.The orthometric height was determined by differential leveling AL7301.and adjusted by the National Geodetic Survey in 1992. AL7301.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7301.rate of 0.0 thru 1.0 mm/km. AL7301 AL7301.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL7301 AL7301.The Laplace correction was computed from DEFLEC99 derived deflections. AL7301 AL7301.The ellipsoidal height was determined by GPS observations AL7301.and is referenced to NAD 83. AL7301 AL7301.The geoid height was determined by GEOID03. AL7301 AL7301.The dynamic height is computed by dividing the NAVD 88 AL7301.geopotential number by the normal gravity value computed on the AL7301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7301.degrees latitude (g = 980.6199 gals.). AL7301 AL7301.The modeled gravity was interpolated from observed gravity values. AL7301 AL7301; North East Units Scale Factor Converg. AL7301;SPC FL W - 492,871.809 145,558.322 MT 0.99997774 -0 16 06.5 AL7301;UTM 17 - 3,184,703.252 347,962.595 MT 0.99988526 -0 45 00.2 AL7301 AL7301! - Elev Factor x Scale Factor = Combined Factor AL7301!SPC FL W - 1.00000381 x 0.99997774 = 0.99998155 AL7301!UTM 17 - 1.00000381 x 0.99988526 = 0.99988907 AL7301 AL7301 SUPERSEDED SURVEY CONTROL AL7301 AL7301 NAD 83(1990)- 28 46 51.12465(N) 082 33 27.29625(W) AD( ) 1 AL7301 ELLIP H (08/18/97) -24.29 (m) GP( ) 4 1 AL7301 AL7301.Superseded values are not recommended for survey control. AL7301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7301.See file dsdata.txt to determine how the superseded data were derived. AL7301 AL7301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4796384703(NAD 83) AL7301_MARKER: DB = BENCH MARK DISK AL7301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7301_SP_SET: CONCRETE POST AL7301_STAMPING: 10 21 JFS TT 1952 AL7301_MARK LOGO: USGS AL7301_PROJECTION: PROJECTING 5 CENTIMETERS AL7301_MAGNETIC: N = NO MAGNETIC MATERIAL AL7301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7301+STABILITY: SURFACE MOTION AL7301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7301+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004 AL7301 AL7301 HISTORY - Date Condition Report By AL7301 HISTORY - 1952 MONUMENTED USGS AL7301 HISTORY - 1977 GOOD FLDNR AL7301 HISTORY - 1988 GOOD USPSQD AL7301 HISTORY - 1988 GOOD USPSQD AL7301 HISTORY - 1990 GOOD USPSQD AL7301 HISTORY - 19900226 GOOD USPSQD AL7301 HISTORY - 19910219 GOOD USPSQD AL7301 HISTORY - 19950612 GOOD DCJOHN AL7301 HISTORY - 19970205 MARK NOT FOUND USPSQD AL7301 HISTORY - 19991103 GOOD DCJOHN AL7301 HISTORY - 20040207 GOOD FLDEP AL7301 AL7301 STATION DESCRIPTION AL7301 AL7301'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7301'2.2 MI SSE FROM HOMOSASSA SPRINGS. AL7301'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19/98 AND STATE ROAD AL7301'490 AT HOMOSASSA SPRINGS. PROCEED SOUTH SOUTHEAST ALONG U.S. HIGHWAY AL7301'19/98 FOR 2.20 MILES TO THE MARK ON THE RIGHT, WHICH BEARS 103 FEET AL7301'SOUTHWEST OF THE CENTER LINE OF THE SOUTH BOUND LANE OF U.S. AL7301'HIGHWAY 19/98, 40 FEET NORTHWEST OF A POWER POLE, 40 FEET NORTHWEST AL7301'OF A 14 INCH PINE TREE, 3 FEET SOUTHWEST OF A 4 BY 4 INCH CONCRETE AL7301'HUB, A PROPERTY CORNER MARKER. AL7301 AL7301 STATION RECOVERY (1988) AL7301 AL7301'RECOVERY NOTE BY US POWER SQUADRON 1988 (GRP) AL7301'RECOVERED IN GOOD CONDITION. AL7301 AL7301 STATION RECOVERY (1988) AL7301 AL7301'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS) AL7301'RECOVERED IN GOOD CONDITION. AL7301 AL7301 STATION RECOVERY (1990) AL7301 AL7301'RECOVERY NOTE BY US POWER SQUADRON 1990 (PAM) AL7301'RECOVERED IN GOOD CONDITION. AL7301 AL7301 STATION RECOVERY (1990) AL7301 AL7301'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7301'RECOVERED IN GOOD CONDITION. AL7301 AL7301 STATION RECOVERY (1991) AL7301 AL7301'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7301'RECOVERED IN GOOD CONDITION. AL7301 AL7301 STATION RECOVERY (1995) AL7301 AL7301'RECOVERY NOTE BY DC JOHNSON ASSOC 1995 (CHX) AL7301'THE STATION IS LOCATED APPROXIMATELY 6.5 MI (10.5 KM) SOUTHWEST OF AL7301'LECANTO, 8.7 MI (14.0 KM) SOUTH-SOUTHEAST OF CRYSTAL RIVER AND 18.4 MI AL7301'(29.6 KM) NORTHEAST OF BROOKSVILLE.-- TO REACH THE STATION FROM THE AL7301'INTERSECTION OF US HIGHWAY 19 (ALSO BEING US HIGHWAY 98) AND COUNTY AL7301'ROAD 490 IN HOMOSASSA SPRINGS, PROCEED SOUTHERLY ON US HIGHWAY 19 FOR AL7301'2.2 MI (3.5 KM) TO THE STATION ON THE RIGHT, A BRASS US GEOLOGICAL AL7301'SURVEY DISC SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE AL7301'GROUND. THE STATION IS 86.3 FT (26.3 M) SOUTHWEST OF THE SOUTH EDGE AL7301'OF PAVEMENT OF US HIGHWAY 19, 194.8 FT (59.4 M) SOUTHEAST OF A POWER AL7301'POLE WITH A NAIL AND DISC (LB4514) , 35.2 FT (10.7 M) NORTHWEST OF A AL7301'12-INCH PALM TREE WITH A NAIL AND DISC (LB4514) , 84.4 FT (25.7 M) AL7301'NORTH-NORTHWEST OF A POWER POLE WITH A NAIL AND DISC (LB4514) , 92 FT AL7301'(28.0 M) NORTH OF A BILLBOARD, AND 1.5 FT (0.5 M) SOUTH OF A CARSONITE AL7301'WITNESS POST. AL7301 AL7301 STATION RECOVERY (1997) AL7301 AL7301'RECOVERY NOTE BY US POWER SQUADRON 1997 AL7301'MARK NOT FOUND. AL7301 AL7301 STATION RECOVERY (1999) AL7301 AL7301'RECOVERY NOTE BY DC JOHNSON ASSOC 1999 (ARG) AL7301'RECOVERED AS DESCRIBED. AL7301 AL7301 STATION RECOVERY (2004) AL7301 AL7301'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7301'RECOVERED IN GOOD CONDITION. AL7301' AL7301'NOTE THE MARK IS SET IN THE TOP OF A 0.6 FT SQUARE CONCRETE MONUMENT. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7308 *********************************************************************** AL7308 DESIGNATION - WITZKA AL7308 PID - AL7308 AL7308 STATE/COUNTY- FL/CITRUS AL7308 USGS QUAD - CHASSAHOWITZKA (1988) AL7308 AL7308 *CURRENT SURVEY CONTROL AL7308 ___________________________________________________________________ AL7308* NAD 83(1999)- 28 43 06.58639(N) 082 33 43.81518(W) ADJUSTED AL7308* NAVD 88 - 6.862 (meters) 22.51 (feet) POSTED AL7308 ___________________________________________________________________ AL7308 X - 724,647.269 (meters) COMP AL7308 Y - -5,550,778.596 (meters) COMP AL7308 Z - 3,046,566.387 (meters) COMP AL7308 LAPLACE CORR- -0.89 (seconds) DEFLEC99 AL7308 ELLIP HEIGHT- -19.98 (meters) (07/06/01) GPS OBS AL7308 GEOID HEIGHT- -26.87 (meters) GEOID03 AL7308 DYNAMIC HT - 6.850 (meters) 22.47 (feet) COMP AL7308 MODELED GRAV- 979,219.5 (mgal) NAVD 88 AL7308 AL7308 HORZ ORDER - FIRST AL7308 VERT ORDER - * POSTED, Code C , SEE BELOW AL7308 ELLP ORDER - FOURTH CLASS II AL7308 AL7308.The horizontal coordinates were established by classical geodetic methods AL7308.and adjusted by the National Geodetic Survey in July 2001. AL7308 AL7308.The orthometric height was determined by differential leveling AL7308.and adjusted by the National Geodetic Survey in 1992. AL7308.* This is a POSTED BENCH MARK height. Code C indicates a distribution AL7308.rate of 2.1 thru 3.0 mm/km. AL7308 AL7308.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL7308 AL7308.The Laplace correction was computed from DEFLEC99 derived deflections. AL7308 AL7308.The ellipsoidal height was determined by GPS observations AL7308.and is referenced to NAD 83. AL7308 AL7308.The geoid height was determined by GEOID03. AL7308 AL7308.The dynamic height is computed by dividing the NAVD 88 AL7308.geopotential number by the normal gravity value computed on the AL7308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7308.degrees latitude (g = 980.6199 gals.). AL7308 AL7308.The modeled gravity was interpolated from observed gravity values. AL7308 AL7308; North East Units Scale Factor Converg. AL7308;SPC FL W - 485,961.315 145,077.681 MT 0.99997839 -0 16 12.5 AL7308;UTM 17 - 3,177,797.672 347,423.993 MT 0.99988729 -0 45 02.8 AL7308 AL7308! - Elev Factor x Scale Factor = Combined Factor AL7308!SPC FL W - 1.00000314 x 0.99997839 = 0.99998153 AL7308!UTM 17 - 1.00000314 x 0.99988729 = 0.99989043 AL7308 AL7308: Primary Azimuth Mark Grid Az AL7308:SPC FL W - NEWTOWN 351 37 37.5 AL7308:UTM 17 - NEWTOWN 352 06 27.8 AL7308 AL7308|---------------------------------------------------------------------| AL7308| PID Reference Object Distance Geod. Az | AL7308| dddmmss.s | AL7308| AL7307 WITZKA RM 1 43.379 METERS 15753 | AL7308| AL7701 WITZKA AZ MK 1760911.1 | AL7308| AL7309 WITZKA RM 2 37.430 METERS 24746 | AL7308| AL0952 NEWTOWN WATER TANK APPROX. 9.2 KM 3473145.5 | AL7308| AL0953 NEWTOWN APPROX. 9.0 KM 3512125.0 | AL7308|---------------------------------------------------------------------| AL7308 AL7308 SUPERSEDED SURVEY CONTROL AL7308 AL7308 NAD 83(1990)- 28 43 06.58690(N) 082 33 43.81496(W) AD( ) 1 AL7308 NAD 83(1986)- 28 43 06.59183(N) 082 33 43.82140(W) AD( ) 1 AL7308 NAD 27 - 28 43 05.64000(N) 082 33 44.46600(W) AD( ) 1 AL7308 NAVD 88 (09/19/95) 6.86 (m) 22.5 (f) LEVELING 3 AL7308 NGVD 29 (09/10/92) 7.19 (m) 23.6 (f) LEVELING 3 AL7308 AL7308.Superseded values are not recommended for survey control. AL7308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7308.See file dsdata.txt to determine how the superseded data were derived. AL7308 AL7308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4742477798(NAD 83) AL7308_MARKER: DS = TRIANGULATION STATION DISK AL7308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7308_SP_SET: CONCRETE POST AL7308_STAMPING: WITZKA 1934 AL7308_MARK LOGO: CGS AL7308_PROJECTION: PROJECTING 8 CENTIMETERS AL7308_MAGNETIC: N = NO MAGNETIC MATERIAL AL7308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7308+STABILITY: SURFACE MOTION AL7308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7308+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2004 AL7308 AL7308 HISTORY - Date Condition Report By AL7308 HISTORY - 1934 MONUMENTED CGS AL7308 HISTORY - 1940 GOOD CGS AL7308 HISTORY - 1977 GOOD FLDNR AL7308 HISTORY - 1979 GOOD NGS AL7308 HISTORY - 1985 GOOD FLDNR AL7308 HISTORY - 1987 GOOD FL-017 AL7308 HISTORY - 19900226 GOOD USPSQD AL7308 HISTORY - 19910118 GOOD USPSQD AL7308 HISTORY - 19930913 GOOD HOLLIN AL7308 HISTORY - 19940526 GOOD USPSQD AL7308 HISTORY - 20040208 GOOD FLDEP AL7308 AL7308 STATION DESCRIPTION AL7308 AL7308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA) AL7308'THIS STATION IS ABOUT 17 MILES NW OF BROOKSVILLE, 4-1/2 MILES AL7308'SE OF HOMOSASSA, AND 0.7 MILE E OF THE CHASSAHOWITZKA FISH AL7308'COMPANY CAMP NEAR THE HEAD OF THE CHASSAHOWITZKA RIVER, AND AL7308'0.9 MILE W OF HIGHWAY 15, ON THE HIGHEST POINT OF A LOW SAND AL7308'RIDGE COVERED WITH SCRUB OAK AND SCATTERED PINE TREES. IT IS AL7308'0.1 MILE N OF AN E-W ROAD LEADING TO THE ABOVE MENTIONED CAMP, AL7308'31 FEET NW OF AN 8-INCH PINE TREE WITH A TRIANGULAR BLAZE, AND AL7308'33 FEET ENE OF AN 8-INCH PINE TREE WITH A TRIANGULAR BLAZE. AL7308'THE MARK PROJECTS 5 INCHES. AL7308' AL7308'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD AL7308'BRONZE DISKS SET IN CONCRETE. AL7308' AL7308'REFERENCE MARK NO. 1 IS SSE OF THE STATION, 7 FEET N OF A AL7308'12-INCH OAK TREE. THE MARK PROJECTS 8 INCHES. AL7308' AL7308'REFERENCE MARK NO. 2 IS WSW OF THE STATION AND IS ABOUT 5 FEET AL7308'LOWER THAN THE STATION. THE MARK PROJECTS 7 INCHES. AL7308' AL7308'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 AL7308'IS 187.10 FEET. AL7308' AL7308'THE AZIMUTH MARK IS ABOUT 0.1 MILE S OF THE STATION, ABOUT AL7308'200 FEET E WHERE ROAD CROSSES A DRAINAGE DITCH, 36 FEET S OF AL7308'THE CENTER LINE OF THE ROAD, AND 12 FEET NW OF A 15-INCH OAK AL7308'TREE. THE MARK PROJECTS 8 INCHES. AL7308' AL7308'TO REACH FROM THE HOMOSASSA HOTEL AT NEWTOWN GO S ON HIGHWAY AL7308'15 FOR 0.4 MILE TO ROAD FORK OF NEW GRADE AND OLD MACADAM ROAD AL7308'LEADING SW. STATION NEWTOWN IS ON THE E SIDE OF THE ROAD AT AL7308'THIS POINT. CONTINUE S ON HIGHWAY 15 FOR 5.8 MILES TO AL7308'CROSSROADS. TURN RIGHT AND GO W 0.9 MILE, TURN RIGHT AND FOLLOW AL7308'OLD SAND TRAIL ABOUT 0.1 MILE TO THE STATION. AL7308' AL7308'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. AL7308 AL7308 STATION RECOVERY (1940) AL7308 AL7308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KGC) AL7308'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE AL7308'1934 DESCRIPTION BY G.L. ANDERSON-- AL7308' AL7308'1. 0.7 MILE W OF STATE HIGHWAY 15 INSTEAD OF 0.9 MILE. AL7308' AL7308'2. AZIMUTH MARK IS 316 FEET E OF WHERE ROAD CROSSES A DRAINAGE AL7308'DITCH INSTEAD OF ABOUT 200 FEET. AL7308' AL7308'3. 38 FEET S OF CENTER LINE OF ROAD INSTEAD OF 36 FEET. AL7308' AL7308'4. 15-INCH OAK STUMP INSTEAD OF OAK TREE. AL7308' AL7308'5. GO 0.7 MILE W INSTEAD OF 0.9 MILE. AL7308' AL7308'A NEW DESCRIPTION FOLLOWS-- AL7308' AL7308'THE STATION IS LOCATED ABOUT 17 MILES NW OF BROOKSVILLE, ABOUT AL7308'6 MILES S OF HOMOSASSA SPRINGS ALONG STATE HIGHWAY 15, THENCE AL7308'W 0.7 MILE ALONG THE CHASSAHOWITZKA SAND ROAD, ABOUT 0.1 MILE AL7308'N OF THE SAND ROAD ON THE HIGHEST POINT OF A LOW SAND RIDGE AL7308'THAT IS COVERED WITH SCRUB OAK AND SCATTERED PINE TREES, 31 FEET AL7308'NW OF AN 8-INCH PINE TREE, 33 FEET ENE OF AN 8-INCH PINE, BOTH AL7308'TREES MARKED WITH A TRIANGULAR BLAZE. AL7308' AL7308'STATION MARK IS A STANDARD DISK STAMPED WITZKA, 1934 SET IN AL7308'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT. AL7308' AL7308'THE UNDERGROUND MARK IS A STANDARD DISK SET IN THE UPPER AL7308'SURFACE OF A BLOCK OF CONCRETE 3 FEET BELOW GROUND. AL7308' AL7308'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED WITZKA NO. 1 AL7308'1934 SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT. AL7308' AL7308'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED WITZKA NO. 2 AL7308'1934, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT. IT AL7308'IS ABOUT 5 FEET LOWER THAN THE STATION. AL7308' AL7308'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WITZKA AZIMUTH AL7308'1934 SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT. IT IS AL7308'LOCATED 316 FEET E OF WHERE ROAD CROSSES A DRAINAGE DITCH, 38 AL7308'FEET S OF CENTER LINE OF ROAD, AND 12 FEET NW OF A 15-INCH OAK AL7308'STUMP. AL7308' AL7308'TO REACH THE STATION FROM HOMOSASSA SPRINGS, GO S ON STATE AL7308'HIGHWAY 15 FOR 6 MILES TO CROSSROADS, TURN RIGHT OR W FOR 0.7 AL7308'MILE TO A SAND TRAIL LEADING N, TURN RIGHT OR N AND GO 0.1 MILE AL7308'TO THE TOP OF THE HILL AND THE STATION. AL7308 AL7308 STATION RECOVERY (1977) AL7308 AL7308'RECOVERY NOTE BY FL DEPT OF NAT RES 1977 AL7308'1.4 MI NW FROM DUNNELLON. AL7308'BEGIN AT PENNSYLVANIA AVE AND US HIGHWAY 41 IN AL7308'DUNNELLON, THENCE 0.25 MILES WEST ALONG AL7308'PENNSYLVANIA AVE TO CEDAR STREET, THENCE NORTH AL7308'ALONG CEDAR STREET 0.35 MILES TO A Y INTERSECTION AL7308'WHERE CEDAR STREET AND STATE ROAD 336 (THE SAME AS STATE AL7308'ROAD 40) SPLIT, THEN PROCEED WEST ALONG STATE ROAD 336 AL7308'AND STATE ROAD 40, ABOUT 0.8 MILES TO MARK, WHICH AL7308'BEARS 67 FEET NORTH OF CENTERLINE OF STATE ROAD AL7308'336 AND 40, ABOUT 52.6 FEET WEST OF A 6 INCH LIVE AL7308'OAK, 71.7 FEET NORTHWEST OF VENNESAW ROAD AND AL7308'STATE ROAD 336 AND 40, ABOUT 119 FEET WEST OF AL7308'CENTERLINE OF A 2 TRACK ROAD. AL7308 AL7308 STATION RECOVERY (1979) AL7308 AL7308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DHM) AL7308'THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS 1 AND 2 WERE AL7308'RECOVERED AND FOUND IN GOOD CONDITION. AL7308' AL7308'THE FOLLOWING MODIFICATIONS SHOULD BE MADE AL7308'TO THE DESCRIPTIONS. AL7308' AL7308'TO REACH FROM THE JUNCTION OF U.S. 19 AND 98 AND C-490A IN HOMOSASSA AL7308'SPRINGS, PROCEED SOUTH ON U.S. 19 AND 98 FOR 6.2 MILES TO C-480, AL7308'TURN RIGHT (WEST) AND GO 0.7 MILES TO A DIRT ROAD LEADING TO THE AL7308'RIGHT, TURN RIGHT (NORTH) AND PROCEED 0.1 MILE TO A SMALL HILL. AL7308'STATION IS TO THE LEFT ABOUT 50 YARDS OFF THE DIRT ROAD. AL7308' AL7308'DESCRIPTIONS FOR THE AZIMUTH MARK CHANGED AS FOLLOWS-- AL7308' AL7308'DELETE OAK STUMP, 61.7 FT. N.W. OF THE N.W. CORNER OF A NEW CINDER AL7308'BLOCK HOUSE, 49.8 FEET NE OF THE N.E. CORNER OF A CINDER BLOCK AL7308'BUILDING HOUSING A TELEVISION REPAIR BUSINESS (ADDRESS--101 HWY AL7308'C-480). AL7308' AL7308'AIRLINE DISTANCE AND DRIECTION FROM NEAREST TOWN--LOCATED WITHIN TOWN AL7308'OF CHASSSAHOWITZKA. AL7308 AL7308 STATION RECOVERY (1985) AL7308 AL7308'RECOVERY NOTE BY FL DEPT OF NAT RES 1985 AL7308'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. BEGIN AT THE AL7308'FIRST BAPTIST CHURCH IN CHASSAHOWITZKA, GO 0.35 MILE EAST ON COUNTY AL7308'ROAD C-480 TO A SAND ROAD LEADING NORTH, GO 0.1 MILE NORTH ON THE AL7308'SAND ROAD TO THE MARK. THE MARK BEARS 162 FEET WEST OF THE SAND AL7308'ROAD, 27.1 FEET EAST-SOUTHEAST OF AN 18-INCH DIAMETER PINE TREE, 32 AL7308'FEET NORTHEAST OF A 15-INCH DIAMETER PINE TREE, 30.7 FEET WEST- AL7308'NORTHWEST OF A 16-INCH DIAMETER PINE TREE, 1 FOOT NORTHEAST OF A AL7308'WITNESS POST, 141.6 FEET NORTH-NORTHWEST OF BENCH MARK WITZKA 1934 NO AL7308'1, AND 122.8 FEET EAST-NORTHEAST OF BENCH MARK WITZKA 1934 NO 2. AL7308 AL7308 STATION RECOVERY (1987) AL7308 AL7308'RECOVERY NOTE BY CITRUS COUNTY FLORIDA 1987 (WHT) AL7308'RECOVERED IN GOOD CONDITION. AL7308 AL7308 STATION RECOVERY (1990) AL7308 AL7308'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7308'RECOVERED IN GOOD CONDITION. AL7308 AL7308 STATION RECOVERY (1991) AL7308 AL7308'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7308'RECOVERED IN GOOD CONDITION. AL7308 AL7308 STATION RECOVERY (1993) AL7308 AL7308'RECOVERY NOTE BY HOLLINGSWORTH AND ASSOCIATES INCORPORA 1993 (JS) AL7308'RECOVERED AS DESCRIBED. TO REACH THE STATION FROM HOMOSASSA SPRINGS, AL7308'GO SOUTH ON U.S. HIGHWAY 19 FOR 6 MI (9.7 KM) TO THE INTERSECTION OF AL7308'U.S. HIGHWAY 19 AND U.S. HIGHWAY 98, THEN PROCEED WESTERLY ON U.S. AL7308'HIGHWAY 98 FOR 0.7 MI (1.1 KM) TO A JUNCTION WITH A DIRT ROAD LEADING AL7308'NORTH, THEN PROCEED NORTH FOR 0.1 MI (0.2 KM) TO THE TOP OF A HILL AND AL7308'THE MARK. THE MARK IS WITHIN A GROUP OF PINES AND SCRUB OAKS, AND IS 5 AL7308'IN ABOVE THE NATURAL GROUND LEVEL AND IS MARKED BY A METAL WITNESS AL7308'SIGN. AL7308 AL7308 STATION RECOVERY (1994) AL7308 AL7308'RECOVERY NOTE BY US POWER SQUADRON 1994 AL7308'RECOVERED IN GOOD CONDITION. AL7308 AL7308 STATION RECOVERY (2004) AL7308 AL7308'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7308'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7701 *********************************************************************** AL7701 DESIGNATION - WITZKA AZ MK AL7701 PID - AL7701 AL7701 STATE/COUNTY- FL/CITRUS AL7701 USGS QUAD - CHASSAHOWITZKA (1988) AL7701 AL7701 *CURRENT SURVEY CONTROL AL7701 ___________________________________________________________________ AL7701* NAD 83(1986)- 28 43 05. (N) 082 33 43. (W) SCALED AL7701* NAVD 88 - 3.322 (meters) 10.90 (feet) POSTED AL7701 ___________________________________________________________________ AL7701 GEOID HEIGHT- -26.87 (meters) GEOID03 AL7701 DYNAMIC HT - 3.320 (meters) 10.89 (feet) COMP AL7701 MODELED GRAV- 979,219.5 (mgal) NAVD 88 AL7701 AL7701 VERT ORDER - * POSTED, Code NC , SEE BELOW AL7701 AL7701.The horizontal coordinates were scaled from a topographic map and have AL7701.an estimated accuracy of +/- 6 seconds. AL7701 AL7701.The orthometric height was determined by differential leveling AL7701.and adjusted by the National Geodetic Survey in 1992. AL7701.No vertical observational check was made to the station. AL7701.* This is a POSTED BENCH MARK height. Code NC indicates the bench mark AL7701.was located on a no-check spur therefore a value was not computed. AL7701 AL7701.The geoid height was determined by GEOID03. AL7701 AL7701.The dynamic height is computed by dividing the NAVD 88 AL7701.geopotential number by the normal gravity value computed on the AL7701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7701.degrees latitude (g = 980.6199 gals.). AL7701 AL7701.The modeled gravity was interpolated from observed gravity values. AL7701 AL7701; North East Units Estimated Accuracy AL7701;SPC FL W - 485,910. 145,100. MT (+/- 180 meters Scaled) AL7701 AL7701 SUPERSEDED SURVEY CONTROL AL7701 AL7701.No superseded survey control is available for this station. AL7701 AL7701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM474777(NAD 83) AL7701_MARKER: DR = REFERENCE MARK DISK AL7701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7701_SP_SET: CONCRETE POST AL7701_STAMPING: WITZKA AZIMUTH 1934 AL7701_MARK LOGO: CGS AL7701_PROJECTION: PROJECTING 5 CENTIMETERS AL7701_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AL7701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7701+STABILITY: SURFACE MOTION AL7701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL7701+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2004 AL7701 AL7701 HISTORY - Date Condition Report By AL7701 HISTORY - 1934 MONUMENTED CGS AL7701 HISTORY - 1985 GOOD FLDNR AL7701 HISTORY - 1987 GOOD FL-017 AL7701 HISTORY - 19900226 GOOD USPSQD AL7701 HISTORY - 19910118 GOOD USPSQD AL7701 HISTORY - 19950111 GOOD USPSQD AL7701 HISTORY - 20040208 GOOD FLDEP AL7701 AL7701 STATION DESCRIPTION AL7701 AL7701'DESCRIBED BY FL DEPT OF NAT RES 1985 AL7701'0.35 MI ENE FROM CHASSAHOWITZKA. AL7701'BEGIN AT THE FIRST BAPTIST CHURCH IN CHASSAHOWITZKA, GO 0.35 MILE AL7701'EAST ON COUNTY ROAD C-480 TO THE MARK. THE MARK BEARS 36.7 FEET AL7701'SOUTH- SOUTHEAST OF THE CENTERLINE OF C-480, 29.5 FEET NORTHEAST OF AL7701'THE NORTH CORNER OF A CINDER BLOCK BUILDING WITH A STORE FRONT, 23 AL7701'FEET NORTH- NORTHWEST OF A UTILITY POLE, 61.7 FEET NORTHWEST OF THE AL7701'WEST CORNER OF A CINDER BLOCK HOUSE, AND 1 FOOT NORTH-NORTHWEST OF A AL7701'WITNESS POST. AL7701'THE MARK IS ABOVE LEVEL WITH HIGHWAY. AL7701 AL7701 STATION RECOVERY (1987) AL7701 AL7701'RECOVERY NOTE BY CITRUS COUNTY FLORIDA 1987 (WHT) AL7701'RECOVERED IN GOOD CONDITION. AL7701 AL7701 STATION RECOVERY (1990) AL7701 AL7701'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7701'RECOVERED IN GOOD CONDITION. AL7701 AL7701 STATION RECOVERY (1991) AL7701 AL7701'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7701'RECOVERED IN GOOD CONDITION. AL7701 AL7701 STATION RECOVERY (1995) AL7701 AL7701'RECOVERY NOTE BY US POWER SQUADRON 1995 AL7701'RECOVERED IN GOOD CONDITION. AL7701 AL7701 STATION RECOVERY (2004) AL7701 AL7701'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7701'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH. AL7701' AL7701'THE MARK IS ABOUT 6.4 MI SOUTH OF HOMOSASSA SPRINGS, IN SECTION 25, AL7701'TOWNSHIP 20 SOUTH, RANGE 17 EAST. AL7701' AL7701'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 490A AND U.S. AL7701'HIGHWAY 19, 98 IN HOMOSASSA SPRINGS, GO SOUTH ON U.S. HIGHWAY 19, 98 AL7701'FOR 6.1 MI TO THE INTERSECTION OF U.S. HIGHWAY 98 ON THE LEFT AND AL7701'COUNTY ROAD 480 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 480 AND GO AL7701'SOUTHWEST FOR 0.7 MI TO THE MARK ON THE LEFT. AL7701' AL7701'NOTE THE MARK IS AT A RESIDENCE AT 7786 COUNTY ROAD 480 AT THE AL7701'NORTHEAST CORNER OF THE LOT. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7307 *********************************************************************** AL7307 DESIGNATION - WITZKA RM 1 AL7307 PID - AL7307 AL7307 STATE/COUNTY- FL/CITRUS AL7307 USGS QUAD - CHASSAHOWITZKA (1988) AL7307 AL7307 *CURRENT SURVEY CONTROL AL7307 ___________________________________________________________________ AL7307* NAD 83(1999)- 28 43 05.28643(N) 082 33 43.21973(W) ADJUSTED AL7307* NAVD 88 - 6.595 (meters) 21.64 (feet) POSTED AL7307 ___________________________________________________________________ AL7307 X - 724,665.747 (meters) COMP AL7307 Y - -5,550,795.303 (meters) COMP AL7307 Z - 3,046,531.140 (meters) COMP AL7307 LAPLACE CORR- -0.89 (seconds) DEFLEC99 AL7307 ELLIP HEIGHT- -20.29 (meters) (07/06/01) GPS OBS AL7307 GEOID HEIGHT- -26.87 (meters) GEOID03 AL7307 DYNAMIC HT - 6.590 (meters) 21.62 (feet) COMP AL7307 MODELED GRAV- 979,219.6 (mgal) NAVD 88 AL7307 AL7307 HORZ ORDER - SECOND AL7307 VERT ORDER - * POSTED, Code B , SEE BELOW AL7307 ELLP ORDER - FOURTH CLASS II AL7307 AL7307.The horizontal coordinates were established by GPS observations AL7307.and adjusted by the National Geodetic Survey in July 2001. AL7307 AL7307.The orthometric height was determined by differential leveling AL7307.and adjusted by the National Geodetic Survey in 1992. AL7307.* This is a POSTED BENCH MARK height. Code B indicates a distribution AL7307.rate of 1.1 thru 2.0 mm/km. AL7307 AL7307.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL7307 AL7307.The Laplace correction was computed from DEFLEC99 derived deflections. AL7307 AL7307.The ellipsoidal height was determined by GPS observations AL7307.and is referenced to NAD 83. AL7307 AL7307.The geoid height was determined by GEOID03. AL7307 AL7307.The dynamic height is computed by dividing the NAVD 88 AL7307.geopotential number by the normal gravity value computed on the AL7307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7307.degrees latitude (g = 980.6199 gals.). AL7307 AL7307.The modeled gravity was interpolated from observed gravity values. AL7307 AL7307; North East Units Scale Factor Converg. AL7307;SPC FL W - 485,921.219 145,093.652 MT 0.99997837 -0 16 12.2 AL7307;UTM 17 - 3,177,757.447 347,439.626 MT 0.99988723 -0 45 02.5 AL7307 AL7307! - Elev Factor x Scale Factor = Combined Factor AL7307!SPC FL W - 1.00000319 x 0.99997837 = 0.99998156 AL7307!UTM 17 - 1.00000319 x 0.99988723 = 0.99989042 AL7307 AL7307 SUPERSEDED SURVEY CONTROL AL7307 AL7307 NAD 83(1990)- 28 43 05.28548(N) 082 33 43.21889(W) AD( ) 2 AL7307 ELLIP H (09/10/92) -20.14 (m) GP( ) 4 1 AL7307 NGVD 29 (09/10/92) 6.92 (m) 22.7 (f) LEVELING 3 AL7307 AL7307.Superseded values are not recommended for survey control. AL7307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7307.See file dsdata.txt to determine how the superseded data were derived. AL7307 AL7307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4744077757(NAD 83) AL7307_MARKER: DR = REFERENCE MARK DISK AL7307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7307_SP_SET: CONCRETE POST AL7307_STAMPING: WITZKA NO 1 1934 AL7307_MARK LOGO: CGS AL7307_PROJECTION: PROJECTING 10 CENTIMETERS AL7307_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AL7307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7307+STABILITY: SURFACE MOTION AL7307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7307+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2004 AL7307 AL7307 HISTORY - Date Condition Report By AL7307 HISTORY - 1934 MONUMENTED CGS AL7307 HISTORY - 1977 GOOD FLDNR AL7307 HISTORY - 1985 GOOD FLDNR AL7307 HISTORY - 1987 GOOD FL-017 AL7307 HISTORY - 19900226 GOOD USPSQD AL7307 HISTORY - 19910118 GOOD USPSQD AL7307 HISTORY - 19910720 GOOD GENES AL7307 HISTORY - 20040208 GOOD FLDEP AL7307 AL7307 STATION DESCRIPTION AL7307 AL7307'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7307'0.75 MI NW FROM DUNNELLON. AL7307'BEGIN AT PENNSYLVANIA AVE AND US HIGHWAY 41 IN AL7307'DUNNELLON, THENCE 0.25 MILES WEST ALONG AL7307'PENNSYLVANIA AVE TO CEDAR STREET, THENCE NORTH AL7307'ALONG CEDAR STREET 0.5 MILES TO MARK, WHICH BEARS AL7307'37 FEET EAST OF CENTERLINE OF CEDAR STREET, 30 AL7307'FEET NORTH OF CENTERLINE OF A DIRT ROAD, 17.5 AL7307'FEET NORTHEAST OF AN 18 INCH PINE TREE, 12.5 FEET AL7307'NORTHWEST OF A FENCE CORNER POST. AL7307 AL7307 STATION RECOVERY (1985) AL7307 AL7307'RECOVERY NOTE BY FL DEPT OF NAT RES 1985 AL7307'RECOVERED IN GOOD CONDITION EXCEPT FOR THE FOLLOWING. BEGIN AT THE AL7307'FIRST BAPTIST CHURCH IN CHASSAHOWITZKA, GO 0.35 MILE EAST ON COUNTY AL7307'ROAD C-480 TO A SAND ROAD LEADING NORTH, GO 0.1 MILE NORTH ON THE AL7307'SAND ROAD TO THE MARK. THE MARK BEARS 141.6 FEET SOUTH- SOUTHEAST OF AL7307'TRIANGULATION STATION WITZKA 1934, AND 1 FOOT EAST OF A WITNESS POST. AL7307 AL7307 STATION RECOVERY (1987) AL7307 AL7307'RECOVERY NOTE BY CITRUS COUNTY FLORIDA 1987 (WHT) AL7307'RECOVERED IN GOOD CONDITION. AL7307 AL7307 STATION RECOVERY (1990) AL7307 AL7307'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7307'RECOVERED IN GOOD CONDITION. AL7307 AL7307 STATION RECOVERY (1991) AL7307 AL7307'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7307'RECOVERED IN GOOD CONDITION. AL7307 AL7307 STATION RECOVERY (1991) AL7307 AL7307'RECOVERY NOTE BY GENESIS SURVEYING INCORPORATED 1991 AL7307'STATION IS LOCATED ABOUT 9.44 KM (5.87 MI) SOUTH OF W GROVE CLEVLAND AL7307'BLVD (C-490A) AND WEST OF THE INTERSECTION OF U.S. HWY 19 AND U.S. AL7307'HWY 98 IN SECT 24 TWP 20 S RNGE 17 E. TO REACH THE STATION FROM THE AL7307'INTERSECTION OF US HWY 19 AND US 98 TRAVEL WEST ALONG W. MAGGIE DRIVE AL7307'1.12 KM (0.70 MI) TO THE INTERSECTION OF W. LYKES TRAIL. TRAVEL NORTH AL7307'ALONG W. LYKE TRAIL 0.16 KM (0.10 MI) TO STATION ON THE LEFT. THE AL7307'CONCRETE MONUMENT WITH BRASS DISK IS 85 FT (25.91 M) WEST OF THE AL7307'CENTERLINE OF W. LYKES TRAIL IN A HEAVILY WOODED AREA. THE STATION IS AL7307'141.6 FT (43.16 M) SOUTH-SOUTHEAST OF WITZKA TRIANGULATION STATION AL7307'DISK CGS-1934. AL7307 AL7307 STATION RECOVERY (2004) AL7307 AL7307'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7307'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AL7309 *********************************************************************** AL7309 DESIGNATION - WITZKA RM 2 AL7309 PID - AL7309 AL7309 STATE/COUNTY- FL/CITRUS AL7309 USGS QUAD - CHASSAHOWITZKA (1988) AL7309 AL7309 *CURRENT SURVEY CONTROL AL7309 ___________________________________________________________________ AL7309* NAD 83(1986)- 28 43 07. (N) 082 33 43. (W) SCALED AL7309* NAVD 88 - 5.560 (meters) 18.24 (feet) POSTED AL7309 ___________________________________________________________________ AL7309 GEOID HEIGHT- -26.87 (meters) GEOID03 AL7309 DYNAMIC HT - 5.550 (meters) 18.21 (feet) COMP AL7309 MODELED GRAV- 979,219.6 (mgal) NAVD 88 AL7309 AL7309 VERT ORDER - * POSTED, Code C , SEE BELOW AL7309 AL7309.The horizontal coordinates were scaled from a topographic map and have AL7309.an estimated accuracy of +/- 6 seconds. AL7309 AL7309.The orthometric height was determined by differential leveling AL7309.and adjusted by the National Geodetic Survey in 1992. AL7309.* This is a POSTED BENCH MARK height. Code C indicates a distribution AL7309.rate of 2.1 thru 3.0 mm/km. AL7309 AL7309.The geoid height was determined by GEOID03. AL7309 AL7309.The dynamic height is computed by dividing the NAVD 88 AL7309.geopotential number by the normal gravity value computed on the AL7309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7309.degrees latitude (g = 980.6199 gals.). AL7309 AL7309.The modeled gravity was interpolated from observed gravity values. AL7309 AL7309; North East Units Estimated Accuracy AL7309;SPC FL W - 485,970. 145,100. MT (+/- 180 meters Scaled) AL7309 AL7309 SUPERSEDED SURVEY CONTROL AL7309 AL7309.No superseded survey control is available for this station. AL7309 AL7309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM474778(NAD 83) AL7309_MARKER: DR = REFERENCE MARK DISK AL7309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7309_SP_SET: CONCRETE POST AL7309_STAMPING: WITZKA NO 2 1934 AL7309_MARK LOGO: CGS AL7309_PROJECTION: PROJECTING 10 CENTIMETERS AL7309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7309+STABILITY: SURFACE MOTION AL7309 AL7309 HISTORY - Date Condition Report By AL7309 HISTORY - 1934 MONUMENTED CGS AL7309 HISTORY - 1977 GOOD FLDNR AL7309 HISTORY - 1985 GOOD FLDNR AL7309 HISTORY - 1987 GOOD FL-017 AL7309 HISTORY - 19900220 GOOD USPSQD AL7309 HISTORY - 19900226 GOOD USPSQD AL7309 HISTORY - 19910118 GOOD USPSQD AL7309 HISTORY - 19950111 GOOD USPSQD AL7309 HISTORY - 20040208 MARK NOT FOUND FLDEP AL7309 AL7309 STATION DESCRIPTION AL7309 AL7309'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7309'2.5 MI NW FROM DUNNELLON. AL7309'BEGIN AT PENNSYLVANIA AVE AND US HIGHWAY 41 IN AL7309'DUNNELLON, THENCE 0.25 MILES WEST ALONG AL7309'PENNSYLVANIA AVE TO CEDAR STREET, THENCE NORTH AL7309'ALONG CEDAR STREET 0.35 MILES TO A Y INTERSECTION AL7309'WHERE CEDAR STREET AND STATE ROAD 336 (THE SAME AS AL7309'STATE ROAD 40) SPLIT, THEN PROCEED WEST ALONG AL7309'STATE ROAD 336 AND STATE ROAD 40, ABOUT 1.9 MILES AL7309'TO THE MARK, WHICH BEARS 37 FEET SOUTH OF AL7309'CENTERLINE OF STATE ROAD 336 AND 40, ABOUT 10.5 AL7309'FEET SOUTHWEST OF POWER POLE NUMBER 45272, ABOUT AL7309'1.5 FEET NORTH OF A FENCE LINE. AL7309 AL7309 STATION RECOVERY (1985) AL7309 AL7309'RECOVERY NOTE BY FL DEPT OF NAT RES 1985 AL7309'RECOVERED IN GOOD CONDITION EXCEPT FOR THE FOLLOWING. BEGIN AT THE AL7309'FIRST BAPTIST CHURCH IN CHASSAHOWITZKA, GO 0.35 MILE EAST ON COUNTY AL7309'ROAD C-480 TO A SAND ROAD LEADING NORTH, GO 0.1 MILE NORTH ON THE AL7309'SAND ROAD TO THE MARK. THE MARK BEARS 122.8 FEET WEST- SOUTHWEST OF AL7309'TRIANGULATION STATION WITZKA 1934, AND 1.3 FEET EAST OF A WITNESS AL7309'POST. AL7309 AL7309 STATION RECOVERY (1987) AL7309 AL7309'RECOVERY NOTE BY CITRUS COUNTY FLORIDA 1987 (WHT) AL7309'RECOVERED IN GOOD CONDITION. AL7309 AL7309 STATION RECOVERY (1990) AL7309 AL7309'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7309'RECOVERED IN GOOD CONDITION. AL7309 AL7309 STATION RECOVERY (1990) AL7309 AL7309'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS) AL7309'RECOVERED IN GOOD CONDITION. AL7309 AL7309 STATION RECOVERY (1991) AL7309 AL7309'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS) AL7309'RECOVERED IN GOOD CONDITION. AL7309 AL7309 STATION RECOVERY (1995) AL7309 AL7309'RECOVERY NOTE BY US POWER SQUADRON 1995 AL7309'RECOVERED IN GOOD CONDITION. AL7309 AL7309 STATION RECOVERY (2004) AL7309 AL7309'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ) AL7309'THE MARK WAS NOT FOUND.