1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC0434 *********************************************************************** AC0434 DESIGNATION - 5.06 RESET 1976 AC0434 PID - AC0434 AC0434 STATE/COUNTY- FL/COLLIER AC0434 USGS QUAD - WEAVERS STATION (1972) AC0434 AC0434 *CURRENT SURVEY CONTROL AC0434 ___________________________________________________________________ AC0434* NAD 83(1986)- 25 55 01. (N) 081 23 10. (W) SCALED AC0434* NAVD 88 - 0.92 (+/-2cm) 3.0 (feet) VERTCON AC0434 ___________________________________________________________________ AC0434 GEOID HEIGHT- -23.69 (meters) GEOID99 AC0434 AC0434 VERT ORDER - THIRD (See Below) AC0434 AC0434.The horizontal coordinates were scaled from a topographic map and have AC0434.an estimated accuracy of +/- 6 seconds. AC0434 AC0434.The NAVD 88 height was computed by applying the VERTCON shift value to AC0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC0434.The vertical order pertains to the superseded datum. AC0434 AC0434.The geoid height was determined by GEOID99. AC0434 AC0434; North East Units Estimated Accuracy AC0434;SPC FL E - 175,470. 161,320. MT (+/- 180 meters Scaled) AC0434 AC0434 SUPERSEDED SURVEY CONTROL AC0434 AC0434 NGVD 29 - 1.34 (m) 4.4 (f) RESET 3 AC0434 AC0434.Superseded values are not recommended for survey control. AC0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC0434.See file dsdata.txt to determine how the superseded data were derived. AC0434 AC0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ613665(NAD 83) AC0434_MARKER: DB = BENCH MARK DISK AC0434_SETTING: 30 = CONCRETE FLOOR AC0434_STAMPING: 5.06 RESET 1976 AC0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC0434 AC0434 HISTORY - Date Condition Report By AC0434 HISTORY - 1976 MONUMENTED NGS AC0434 HISTORY - 19991231 MARK NOT FOUND USPSQD AC0434 AC0434 STATION DESCRIPTION AC0434 AC0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AC0434'1.8 MI NW FROM CARNESTOWN. AC0434'6.3 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE AC0434'STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN OCHOPEE), AC0434'OR 1.75 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION AC0434'WITH STATE HIGHWAY 29 IN CARNESTOWN, 12.0 FEET SOUTHWEST OF THE AC0434'CENTER LINE OF U.S. HIGHWAY 41 AND A DISK SET FLUSH IN THE AC0434'SOUTHWEST CORNER OF THE CONCRETE FLOOR OF HIGHWAY BRIDGE 73. AC0434 AC0434 STATION RECOVERY (1999) AC0434 AC0434'RECOVERY NOTE BY US POWER SQUADRON 1999 AC0434'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC0433 *********************************************************************** AC0433 DESIGNATION - 5.23 RESET 1976 AC0433 PID - AC0433 AC0433 STATE/COUNTY- FL/COLLIER AC0433 USGS QUAD - WEAVERS STATION (1972) AC0433 AC0433 *CURRENT SURVEY CONTROL AC0433 ___________________________________________________________________ AC0433* NAD 83(1986)- 25 54 55. (N) 081 22 36. (W) SCALED AC0433* NAVD 88 - 1.00 (+/-2cm) 3.3 (feet) VERTCON AC0433 ___________________________________________________________________ AC0433 GEOID HEIGHT- -23.70 (meters) GEOID99 AC0433 AC0433 VERT ORDER - THIRD (See Below) AC0433 AC0433.The horizontal coordinates were scaled from a topographic map and have AC0433.an estimated accuracy of +/- 6 seconds. AC0433 AC0433.The NAVD 88 height was computed by applying the VERTCON shift value to AC0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC0433.The vertical order pertains to the superseded datum. AC0433 AC0433.The geoid height was determined by GEOID99. AC0433 AC0433; North East Units Estimated Accuracy AC0433;SPC FL E - 175,280. 162,260. MT (+/- 180 meters Scaled) AC0433 AC0433 SUPERSEDED SURVEY CONTROL AC0433 AC0433 NGVD 29 - 1.42 (m) 4.7 (f) RESET 3 AC0433 AC0433.Superseded values are not recommended for survey control. AC0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC0433.See file dsdata.txt to determine how the superseded data were derived. AC0433 AC0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ622663(NAD 83) AC0433_MARKER: DB = BENCH MARK DISK AC0433_SETTING: 30 = CONCRETE FLOOR AC0433_STAMPING: 5.23 RESET 1976 AC0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC0433 AC0433 HISTORY - Date Condition Report By AC0433 HISTORY - 1976 MONUMENTED NGS AC0433 HISTORY - 19991231 MARK NOT FOUND USPSQD AC0433 AC0433 STATION DESCRIPTION AC0433 AC0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AC0433'0.8 MI NW FROM CARNESTOWN. AC0433'5.4 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE AC0433'STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN OCHOPEE), AC0433'OR 0.85 MILE NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION AC0433'OF STATE HIGHWAY 29 IN CARNESTOWN, 11.9 FEET SOUTHWEST OF THE AC0433'CENTER LINE OF U.S. HIGHWAY 41 AND A DISK SET FLUSH IN THE AC0433'SOUTHWEST CORNER OF THE CONCRETE FLOOR OF HIGHWAY BRIDGE 74. AC0433 AC0433 STATION RECOVERY (1999) AC0433 AC0433'RECOVERY NOTE BY US POWER SQUADRON 1999 AC0433'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC3161 *********************************************************************** AC3161 DESIGNATION - 5.64 RESET 1976 AC3161 PID - AC3161 AC3161 STATE/COUNTY- FL/COLLIER AC3161 USGS QUAD - EVERGLADES CITY (1974) AC3161 AC3161 *CURRENT SURVEY CONTROL AC3161 ___________________________________________________________________ AC3161* NAD 83(1986)- 25 51 19. (N) 081 23 00. (W) SCALED AC3161* NAVD 88 - 1.09 (+/-2cm) 3.6 (feet) VERTCON AC3161 ___________________________________________________________________ AC3161 GEOID HEIGHT- -23.53 (meters) GEOID99 AC3161 AC3161 VERT ORDER - THIRD (See Below) AC3161 AC3161.The horizontal coordinates were scaled from a topographic map and have AC3161.an estimated accuracy of +/- 6 seconds. AC3161 AC3161.The NAVD 88 height was computed by applying the VERTCON shift value to AC3161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC3161.The vertical order pertains to the superseded datum. AC3161 AC3161.The geoid height was determined by GEOID99. AC3161 AC3161; North East Units Estimated Accuracy AC3161;SPC FL E - 168,640. 161,580. MT (+/- 180 meters Scaled) AC3161 AC3161 SUPERSEDED SURVEY CONTROL AC3161 AC3161 NGVD 29 - 1.51 (m) 5.0 (f) RESET 3 AC3161 AC3161.Superseded values are not recommended for survey control. AC3161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC3161.See file dsdata.txt to determine how the superseded data were derived. AC3161 AC3161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ615597(NAD 83) AC3161_MARKER: DB = BENCH MARK DISK AC3161_SETTING: 36 = BRIDGE AC3161_STAMPING: 5.64 RESET 1976 AC3161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC3161 AC3161 HISTORY - Date Condition Report By AC3161 HISTORY - 1976 MONUMENTED NGS AC3161 AC3161 STATION DESCRIPTION AC3161 AC3161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AC3161'4.4 MI NW FROM CARNESTOWN. AC3161'ABOUT 8.9 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE AC3161'STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN OCHOPEE), AC3161'OR 4.35 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION AC3161'WITH STATE HIGHWAY 29 AT CARNESTOWN, 10.9 FEET SOUTHWEST OF THE AC3161'CENTER OF U.S. HIGHWAY 41, AND A DISK SET FLUSH IN THE SOUTHWEST AC3161'CORNER OF THE CONCRETE FLOOR OF BRIDGE 68. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC0435 *********************************************************************** AC0435 DESIGNATION - 5.65 RESET 1976 AC0435 PID - AC0435 AC0435 STATE/COUNTY- FL/COLLIER AC0435 USGS QUAD - WEAVERS STATION (1972) AC0435 AC0435 *CURRENT SURVEY CONTROL AC0435 ___________________________________________________________________ AC0435* NAD 83(1986)- 25 55 10. (N) 081 24 09. (W) SCALED AC0435* NAVD 88 - 1.10 (+/-2cm) 3.6 (feet) VERTCON AC0435 ___________________________________________________________________ AC0435 GEOID HEIGHT- -23.65 (meters) GEOID99 AC0435 AC0435 VERT ORDER - THIRD (See Below) AC0435 AC0435.The horizontal coordinates were scaled from a topographic map and have AC0435.an estimated accuracy of +/- 6 seconds. AC0435 AC0435.The NAVD 88 height was computed by applying the VERTCON shift value to AC0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC0435.The vertical order pertains to the superseded datum. AC0435 AC0435.The geoid height was determined by GEOID99. AC0435 AC0435; North East Units Estimated Accuracy AC0435;SPC FL E - 175,750. 159,680. MT (+/- 180 meters Scaled) AC0435 AC0435 SUPERSEDED SURVEY CONTROL AC0435 AC0435 NGVD 29 - 1.52 (m) 5.0 (f) RESET 3 AC0435 AC0435.Superseded values are not recommended for survey control. AC0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC0435.See file dsdata.txt to determine how the superseded data were derived. AC0435 AC0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ596668(NAD 83) AC0435_MARKER: DB = BENCH MARK DISK AC0435_SETTING: 36 = BRIDGE AC0435_STAMPING: 5.65 RESET 1976 AC0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC0435 AC0435 HISTORY - Date Condition Report By AC0435 HISTORY - 1976 MONUMENTED NGS AC0435 HISTORY - 19991231 MARK NOT FOUND USPSQD AC0435 AC0435 STATION DESCRIPTION AC0435 AC0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AC0435'2.8 MI NW FROM CARNESTOWN. AC0435'7.3 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE AC0435'STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN OCHOPEE), AC0435'OR 2.75 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION AC0435'WITH STATE HIGHWAY 29 IN CARNESTOWN, 12.2 FEET SOUTHWEST OF THE AC0435'CENTER LINE OF U.S. HIGHWAY 41 AND A DISK SET FLUSH IN THE AC0435'SOUTHWEST CORNER OF THE CONCRETE FLOOR OF HIGHWAY BRIDGE 72. AC0435 AC0435 STATION RECOVERY (1999) AC0435 AC0435'RECOVERY NOTE BY US POWER SQUADRON 1999 AC0435'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC3164 *********************************************************************** AC3164 DESIGNATION - 5.67 RESET 1976 AC3164 PID - AC3164 AC3164 STATE/COUNTY- FL/COLLIER AC3164 USGS QUAD - WEAVERS STATION (1972) AC3164 AC3164 *CURRENT SURVEY CONTROL AC3164 ___________________________________________________________________ AC3164* NAD 83(1986)- 25 56 17. (N) 081 26 50. (W) SCALED AC3164* NAVD 88 - 1.11 (+/-2cm) 3.6 (feet) VERTCON AC3164 ___________________________________________________________________ AC3164 GEOID HEIGHT- -23.59 (meters) GEOID99 AC3164 AC3164 VERT ORDER - THIRD (See Below) AC3164 AC3164.The horizontal coordinates were scaled from a topographic map and have AC3164.an estimated accuracy of +/- 6 seconds. AC3164 AC3164.The NAVD 88 height was computed by applying the VERTCON shift value to AC3164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC3164.The vertical order pertains to the superseded datum. AC3164 AC3164.The geoid height was determined by GEOID99. AC3164 AC3164; North East Units Estimated Accuracy AC3164;SPC FL E - 177,830. 155,200. MT (+/- 180 meters Scaled) AC3164 AC3164 SUPERSEDED SURVEY CONTROL AC3164 AC3164 NGVD 29 - 1.53 (m) 5.0 (f) RESET 3 AC3164 AC3164.Superseded values are not recommended for survey control. AC3164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC3164.See file dsdata.txt to determine how the superseded data were derived. AC3164 AC3164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ552689(NAD 83) AC3164_MARKER: DB = BENCH MARK DISK AC3164_SETTING: 36 = BRIDGE AC3164_STAMPING: 5.67 RESET 1976 AC3164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC3164 AC3164 HISTORY - Date Condition Report By AC3164 HISTORY - 1976 MONUMENTED NGS AC3164 HISTORY - 19991231 GOOD USPSQD AC3164 AC3164 STATION DESCRIPTION AC3164 AC3164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AC3164'6.2 MI NW FROM CARNESTOWN. AC3164'10.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION AC3164'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, OR 6.15 MILES NORTHWEST AC3164'ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH STATE HIGHWAY 29 AC3164'AT CARNESTOWN, 10.4 FEET SOUTHWEST OF THE CENTER LINE OF U.S. AC3164'HIGHWAY 41 AND A DISK SET FLUSH IN THE CONCRETE BRIDGE FLOOR AC3164'IN THE SOUTHWEST CORNER OF BRIDGE NUMBER 65. AC3164 AC3164 STATION RECOVERY (1999) AC3164 AC3164'RECOVERY NOTE BY US POWER SQUADRON 1999 AC3164'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC3162 *********************************************************************** AC3162 DESIGNATION - 5.90 RESET 1976 AC3162 PID - AC3162 AC3162 STATE/COUNTY- FL/COLLIER AC3162 USGS QUAD - WEAVERS STATION (1972) AC3162 AC3162 *CURRENT SURVEY CONTROL AC3162 ___________________________________________________________________ AC3162* NAD 83(1986)- 25 55 31. (N) 081 25 32. (W) SCALED AC3162* NAVD 88 - 1.16 (+/-2cm) 3.8 (feet) VERTCON AC3162 ___________________________________________________________________ AC3162 GEOID HEIGHT- -23.61 (meters) GEOID99 AC3162 AC3162 VERT ORDER - THIRD (See Below) AC3162 AC3162.The horizontal coordinates were scaled from a topographic map and have AC3162.an estimated accuracy of +/- 6 seconds. AC3162 AC3162.The NAVD 88 height was computed by applying the VERTCON shift value to AC3162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC3162.The vertical order pertains to the superseded datum. AC3162 AC3162.The geoid height was determined by GEOID99. AC3162 AC3162; North East Units Estimated Accuracy AC3162;SPC FL E - 176,410. 157,370. MT (+/- 180 meters Scaled) AC3162 AC3162 SUPERSEDED SURVEY CONTROL AC3162 AC3162 NGVD 29 - 1.58 (m) 5.2 (f) RESET 3 AC3162 AC3162.Superseded values are not recommended for survey control. AC3162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC3162.See file dsdata.txt to determine how the superseded data were derived. AC3162 AC3162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ573674(NAD 83) AC3162_MARKER: DB = BENCH MARK DISK AC3162_SETTING: 36 = BRIDGE AC3162_STAMPING: 5.90 RESET 1976 AC3162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC3162 AC3162 HISTORY - Date Condition Report By AC3162 HISTORY - 1976 MONUMENTED NGS AC3162 HISTORY - 19991231 MARK NOT FOUND USPSQD AC3162 AC3162 STATION DESCRIPTION AC3162 AC3162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AC3162'4.7 MI NW FROM CARNESTOWN. AC3162'ABOUT 9.25 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM AC3162'THE STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN AC3162'OCHOPEE), OR 4.7 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS AC3162'JUNCTION WITH STATE HIGHWAY 29 IN CARNESTOWN, 10.6 FEET SOUTHWEST AC3162'OF THE CENTER LINE OF U.S. HIGHWAY 41, AND A DISK SET FLUSH IN AC3162'THE SOUTHWEST CORNER OF THE CONCRETE BRIDGE FLOOR OF BRIDGE AC3162'NUMBERED 67. AC3162 AC3162 STATION RECOVERY (1999) AC3162 AC3162'RECOVERY NOTE BY US POWER SQUADRON 1999 AC3162'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC0438 *********************************************************************** AC0438 DESIGNATION - 6.03 RESET 1976 AC0438 PID - AC0438 AC0438 STATE/COUNTY- FL/COLLIER AC0438 USGS QUAD - WEAVERS STATION (1972) AC0438 AC0438 *CURRENT SURVEY CONTROL AC0438 ___________________________________________________________________ AC0438* NAD 83(1986)- 25 55 25. (N) 081 25 14. (W) SCALED AC0438* NAVD 88 - 1.22 (+/-2cm) 4.0 (feet) VERTCON AC0438 ___________________________________________________________________ AC0438 GEOID HEIGHT- -23.62 (meters) GEOID99 AC0438 AC0438 VERT ORDER - THIRD (See Below) AC0438 AC0438.The horizontal coordinates were scaled from a topographic map and have AC0438.an estimated accuracy of +/- 6 seconds. AC0438 AC0438.The NAVD 88 height was computed by applying the VERTCON shift value to AC0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC0438.The vertical order pertains to the superseded datum. AC0438 AC0438.The geoid height was determined by GEOID99. AC0438 AC0438; North East Units Estimated Accuracy AC0438;SPC FL E - 176,220. 157,870. MT (+/- 180 meters Scaled) AC0438 AC0438 SUPERSEDED SURVEY CONTROL AC0438 AC0438 NGVD 29 - 1.63 (m) 5.3 (f) RESET 3 AC0438 AC0438.Superseded values are not recommended for survey control. AC0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC0438.See file dsdata.txt to determine how the superseded data were derived. AC0438 AC0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ578672(NAD 83) AC0438_MARKER: DB = BENCH MARK DISK AC0438_SETTING: 36 = BRIDGE AC0438_STAMPING: 6.03 RESET 1976 AC0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC0438 AC0438 HISTORY - Date Condition Report By AC0438 HISTORY - 1976 MONUMENTED NGS AC0438 HISTORY - 1990 GOOD USPSQD AC0438 HISTORY - 19991231 MARK NOT FOUND USPSQD AC0438 AC0438 STATION DESCRIPTION AC0438 AC0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AC0438'4.2 MI NW FROM CARNESTOWN. AC0438'8.7 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE AC0438'STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN OCHOPEE), AC0438'OF 4.15 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION AC0438'WITH STATE HIGHWAY 29 IN CARNESTOWN, 11.1 FEET SOUTHWEST OF THE AC0438'CENTER LINE OF U.S. HIGHWAY 41 AND A DISK SET FLUSH IN THE AC0438'SOUTHWEST CORNER OF THE CONCRETE FLOOR OF BRIDGE 69. AC0438 AC0438 STATION RECOVERY (1990) AC0438 AC0438'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA) AC0438'RECOVERED IN GOOD CONDITION. AC0438 AC0438 STATION RECOVERY (1999) AC0438 AC0438'RECOVERY NOTE BY US POWER SQUADRON 1999 AC0438'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC0436 *********************************************************************** AC0436 DESIGNATION - 6.13 RESET 1976 AC0436 PID - AC0436 AC0436 STATE/COUNTY- FL/COLLIER AC0436 USGS QUAD - WEAVERS STATION (1972) AC0436 AC0436 *CURRENT SURVEY CONTROL AC0436 ___________________________________________________________________ AC0436* NAD 83(1986)- 25 55 14. (N) 081 24 22. (W) SCALED AC0436* NAVD 88 - 1.26 (+/-2cm) 4.1 (feet) VERTCON AC0436 ___________________________________________________________________ AC0436 GEOID HEIGHT- -23.65 (meters) GEOID99 AC0436 AC0436 VERT ORDER - THIRD (See Below) AC0436 AC0436.The horizontal coordinates were scaled from a topographic map and have AC0436.an estimated accuracy of +/- 6 seconds. AC0436 AC0436.The NAVD 88 height was computed by applying the VERTCON shift value to AC0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC0436.The vertical order pertains to the superseded datum. AC0436 AC0436.The geoid height was determined by GEOID99. AC0436 AC0436; North East Units Estimated Accuracy AC0436;SPC FL E - 175,880. 159,320. MT (+/- 180 meters Scaled) AC0436 AC0436 SUPERSEDED SURVEY CONTROL AC0436 AC0436 NGVD 29 - 1.68 (m) 5.5 (f) RESET 3 AC0436 AC0436.Superseded values are not recommended for survey control. AC0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC0436.See file dsdata.txt to determine how the superseded data were derived. AC0436 AC0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ593669(NAD 83) AC0436_MARKER: DB = BENCH MARK DISK AC0436_SETTING: 36 = BRIDGE AC0436_STAMPING: 6.13 RESET 1976 AC0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC0436 AC0436 HISTORY - Date Condition Report By AC0436 HISTORY - 1976 MONUMENTED NGS AC0436 HISTORY - 19991231 MARK NOT FOUND USPSQD AC0436 AC0436 STATION DESCRIPTION AC0436 AC0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AC0436'3 MI NW FROM CARNESTOWN. AC0436'7.6 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE AC0436'STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN OCHOPEE), AC0436'OR 3.05 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION AC0436'WITH STATE HIGHWAY 29 IN CARNESTOWN, 12.1 FEET SOUTHWEST OF THE AC0436'CENTER LINE OF U.S. HIGHWAY 41 AND A DISK SET FLUSH IN THE AC0436'SOUTHWEST CORNER OF THE CONCRETE FLOOR OF BRIDGE 71. AC0436 AC0436 STATION RECOVERY (1999) AC0436 AC0436'RECOVERY NOTE BY US POWER SQUADRON 1999 AC0436'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC3163 *********************************************************************** AC3163 DESIGNATION - 6.31 RESET 1976 AC3163 PID - AC3163 AC3163 STATE/COUNTY- FL/COLLIER AC3163 USGS QUAD - WEAVERS STATION (1972) AC3163 AC3163 *CURRENT SURVEY CONTROL AC3163 ___________________________________________________________________ AC3163* NAD 83(1986)- 25 55 51. (N) 081 26 27. (W) SCALED AC3163* NAVD 88 - 1.30 (+/-2cm) 4.3 (feet) VERTCON AC3163 ___________________________________________________________________ AC3163 GEOID HEIGHT- -23.59 (meters) GEOID99 AC3163 AC3163 VERT ORDER - THIRD (See Below) AC3163 AC3163.The horizontal coordinates were scaled from a topographic map and have AC3163.an estimated accuracy of +/- 6 seconds. AC3163 AC3163.The NAVD 88 height was computed by applying the VERTCON shift value to AC3163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC3163.The vertical order pertains to the superseded datum. AC3163 AC3163.The geoid height was determined by GEOID99. AC3163 AC3163; North East Units Estimated Accuracy AC3163;SPC FL E - 177,030. 155,840. MT (+/- 180 meters Scaled) AC3163 AC3163 SUPERSEDED SURVEY CONTROL AC3163 AC3163 NGVD 29 - 1.72 (m) 5.6 (f) RESET 3 AC3163 AC3163.Superseded values are not recommended for survey control. AC3163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC3163.See file dsdata.txt to determine how the superseded data were derived. AC3163 AC3163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ558680(NAD 83) AC3163_MARKER: DB = BENCH MARK DISK AC3163_SETTING: 36 = BRIDGE AC3163_STAMPING: 6.31 RESET 1976 AC3163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC3163 AC3163 HISTORY - Date Condition Report By AC3163 HISTORY - 1976 MONUMENTED NGS AC3163 HISTORY - 19991231 MARK NOT FOUND USPSQD AC3163 AC3163 STATION DESCRIPTION AC3163 AC3163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AC3163'5.6 MI NW FROM CARNESTOWN. AC3163'ABOUT 10.1 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM AC3163'THE STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN AC3163'OCHOPEE), OR 5.55 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM AC3163'ITS JUNCTION WITH STATE HIGHWAY 29 AT CARNESTOWN, 10.9 FEET AC3163'SOUTHWEST OF THE CENTER LINE OF HIGHWAY 41, AND A DISK SET FLUSH AC3163'IN THE SOUTHWEST CORNER OF THE CONCRETE BRIDGE FLOOR OF BRIDGE AC3163'NUMBER 66. AC3163 AC3163 STATION RECOVERY (1999) AC3163 AC3163'RECOVERY NOTE BY US POWER SQUADRON 1999 AC3163'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC0432 *********************************************************************** AC0432 DESIGNATION - 6.80 RESET 1976 AC0432 PID - AC0432 AC0432 STATE/COUNTY- FL/COLLIER AC0432 USGS QUAD - OCHOPEE (1990) AC0432 AC0432 *CURRENT SURVEY CONTROL AC0432 ___________________________________________________________________ AC0432* NAD 83(1986)- 25 54 55. (N) 081 22 27. (W) SCALED AC0432* NAVD 88 - 1.48 (+/-2cm) 4.9 (feet) VERTCON AC0432 ___________________________________________________________________ AC0432 GEOID HEIGHT- -23.71 (meters) GEOID99 AC0432 AC0432 VERT ORDER - THIRD (See Below) AC0432 AC0432.The horizontal coordinates were scaled from a topographic map and have AC0432.an estimated accuracy of +/- 6 seconds. AC0432 AC0432.The NAVD 88 height was computed by applying the VERTCON shift value to AC0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC0432.The vertical order pertains to the superseded datum. AC0432 AC0432.The geoid height was determined by GEOID99. AC0432 AC0432; North East Units Estimated Accuracy AC0432;SPC FL E - 175,280. 162,510. MT (+/- 180 meters Scaled) AC0432 AC0432 SUPERSEDED SURVEY CONTROL AC0432 AC0432 NGVD 29 - 1.90 (m) 6.2 (f) RESET 3 AC0432 AC0432.Superseded values are not recommended for survey control. AC0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC0432.See file dsdata.txt to determine how the superseded data were derived. AC0432 AC0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ625663(NAD 83) AC0432_MARKER: DB = BENCH MARK DISK AC0432_SETTING: 30 = CONCRETE FLOOR AC0432_STAMPING: 6.80 RESET 1976 AC0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC0432 AC0432 HISTORY - Date Condition Report By AC0432 HISTORY - 1976 MONUMENTED NGS AC0432 HISTORY - 19991231 MARK NOT FOUND USPSQD AC0432 AC0432 STATION DESCRIPTION AC0432 AC0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AC0432'0.5 MI NW FROM CARNESTOWN. AC0432'5.05 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE AC0432'STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN OCHOPEE), AC0432'OR 0.5 MILE NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION AC0432'WITH STATE HIGHWAY 29 IN CARNESTOWN, 12.2 FEET SOUTHWEST OF THE AC0432'CENTER OF U.S. HIGHWAY 41 AND A DISK SET FLUSH IN THE SOUTHWEST AC0432'CORNER OF THE CONCRETE FLOOR OF HIGHWAY BRIDGE 75. AC0432 AC0432 STATION RECOVERY (1999) AC0432 AC0432'RECOVERY NOTE BY US POWER SQUADRON 1999 AC0432'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AD7837 *********************************************************************** AD7837 TIDAL BM - This is a Tidal Bench Mark. AD7837 DESIGNATION - 872 5110 TIDAL 1 RESET AD7837 PID - AD7837 AD7837 STATE/COUNTY- FL/COLLIER AD7837 USGS QUAD - NAPLES NORTH (1987) AD7837 AD7837 *CURRENT SURVEY CONTROL AD7837 ___________________________________________________________________ AD7837* NAD 83(1986)- 26 07 53. (N) 081 48 21. (W) SCALED AD7837* NAVD 88 - 2.365 (meters) 7.76 (feet) ADJUSTED AD7837 ___________________________________________________________________ AD7837 GEOID HEIGHT- -23.32 (meters) GEOID99 AD7837 DYNAMIC HT - 2.362 (meters) 7.75 (feet) COMP AD7837 MODELED GRAV- 979,046.7 (mgal) NAVD 88 AD7837 AD7837 VERT ORDER - FIRST CLASS II AD7837 AD7837.The horizontal coordinates were scaled from a topographic map and have AD7837.an estimated accuracy of +/- 6 seconds. AD7837 AD7837.The orthometric height was determined by differential leveling AD7837.and adjusted by the National Geodetic Survey in September 1992. AD7837 AD7837.This Tidal Bench Mark is designated as VM 730 AD7837.by the Center for Operational Oceanographic Products and Services. AD7837 AD7837.The geoid height was determined by GEOID99. AD7837 AD7837.The dynamic height is computed by dividing the NAVD 88 AD7837.geopotential number by the normal gravity value computed on the AD7837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD7837.degrees latitude (g = 980.6199 gals.). AD7837 AD7837.The modeled gravity was interpolated from observed gravity values. AD7837 AD7837; North East Units Estimated Accuracy AD7837;SPC FL E - 199,420. 119,420. MT (+/- 180 meters Scaled) AD7837 AD7837 SUPERSEDED SURVEY CONTROL AD7837 AD7837 NGVD 29 - 2.753 (m) 9.03 (f) ADJUSTED 1 2 AD7837 AD7837.Superseded values are not recommended for survey control. AD7837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD7837.See file dsdata.txt to determine how the superseded data were derived. AD7837 AD7837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ194904(NAD 83) AD7837_MARKER: DJ = TIDAL STATION DISK AD7837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD7837_STAMPING: NO 1 RESET 1984 AD7837_MARK LOGO: NOS AD7837_PROJECTION: FLUSH AD7837_MAGNETIC: N = NO MAGNETIC MATERIAL AD7837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD7837+STABILITY: SURFACE MOTION AD7837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD7837+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1992 AD7837 AD7837 HISTORY - Date Condition Report By AD7837 HISTORY - 1984 MONUMENTED NGS AD7837 HISTORY - 1986 GOOD FLDNR AD7837 HISTORY - 19920301 GOOD NGS AD7837 AD7837 STATION DESCRIPTION AD7837 AD7837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 AD7837'IN NAPLES. AD7837'IN THE NAPLES MUNICIPAL FISHING PIER, SECTION 9, R25E, T50S, IN A AD7837'CUL-DE-SAC ISLAND, 115.0 FEET (35.05 M) EAST OF THE ENTRANCE TO THE AD7837'PUBLIC PIER, 21.0 FEET (6.40 M) WEST-NORTHWEST OF SIGN, NAPLES PIER, AD7837'30.0 FEET (9.14 M) NORTH OF THE EAST BOUND LANE LEAVING PIER, 9.0 AD7837'FEET (2.74 M) SOUTH OF THE WEST BOUND LANE TO PIER AND 1.5 FEET AD7837'(0.46 M) SOUTH OF THE SOUTH CURB OF THE WEST BOUND LANE TO PIER. AD7837'THE MARK IS 1.5 METERS N FROM A WITNESS POST AD7837 AD7837 STATION RECOVERY (1986) AD7837 AD7837'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 AD7837'THE MARK IS LOCATED AT THE CITY PIER IN NAPLES. THE MARK BEARS 9.7 AD7837'FEET SOUTH OF THE CENTERLINE OF THE NORTHERN SEGMENT OF THE CIRCULAR AD7837'DRIVE, 31.0 FEET NORTHEAST OF A FLAG POLE, 117.0 FEET EAST OF THE AD7837'SOUTHEAST CORNER OF A BATHHOUSE, AND 102.5 FEET EAST OF BENCH MARK NO AD7837'7 1974. AD7837 AD7837 STATION RECOVERY (1992) AD7837 AD7837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD7837'IN NAPLES, AT THE INTERSECTION OF 12TH AVENUE SOUTH AND GULF SHORE AD7837'BOULEVARD, 91.0 M (298.6 FT) WEST OF THE CENTERLINE OF THE BOULEVARD, AD7837'9.4 M (30.8 FT) EAST-NORTHEAST OF A FLAG POLE, 6.4 M (21.0 FT) AD7837'WEST-NORTHWEST OF THE NORTH END OF A SIGN (NAPLES PIER), 2.7 M (8.9 AD7837'FT) SOUTH OF THE CENTER OF THE WESTBOUND LANES OF THE AVENUE, 0.5 M AD7837'(1.6 FT) SOUTH OF THE SOUTH CURB OF THE WESTBOUND LANES OF THE AD7837'AVENUE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE, AND THE AD7837'MONUMENT IS FLUSH WITH THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC3165 *********************************************************************** AC3165 DESIGNATION - A 250 RESET 1976 AC3165 PID - AC3165 AC3165 STATE/COUNTY- FL/COLLIER AC3165 USGS QUAD - WEAVERS STATION (1972) AC3165 AC3165 *CURRENT SURVEY CONTROL AC3165 ___________________________________________________________________ AC3165* NAD 83(1986)- 25 56 21. (N) 081 27 40. (W) SCALED AC3165* NAVD 88 - 1.06 (+/-2cm) 3.5 (feet) VERTCON AC3165 ___________________________________________________________________ AC3165 GEOID HEIGHT- -23.56 (meters) GEOID99 AC3165 AC3165 VERT ORDER - THIRD (See Below) AC3165 AC3165.The horizontal coordinates were scaled from a topographic map and have AC3165.an estimated accuracy of +/- 6 seconds. AC3165 AC3165.The NAVD 88 height was computed by applying the VERTCON shift value to AC3165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC3165.The vertical order pertains to the superseded datum. AC3165 AC3165.The geoid height was determined by GEOID99. AC3165 AC3165; North East Units Estimated Accuracy AC3165;SPC FL E - 177,960. 153,810. MT (+/- 180 meters Scaled) AC3165 AC3165 SUPERSEDED SURVEY CONTROL AC3165 AC3165 NGVD 29 - 1.48 (m) 4.9 (f) RESET 3 AC3165 AC3165.Superseded values are not recommended for survey control. AC3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC3165.See file dsdata.txt to determine how the superseded data were derived. AC3165 AC3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ538690(NAD 83) AC3165_MARKER: DB = BENCH MARK DISK AC3165_SETTING: 36 = BRIDGE AC3165_STAMPING: A 250 RESET 1976 AC3165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC3165 AC3165 HISTORY - Date Condition Report By AC3165 HISTORY - 1976 MONUMENTED NGS AC3165 HISTORY - 19991231 MARK NOT FOUND USPSQD AC3165 AC3165 STATION DESCRIPTION AC3165 AC3165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AC3165'6.4 MI NW FROM CARNESTOWN. AC3165'ABOUT 9.85 MILES SOUTHEAST OF ROYAL PALM HAMMOCK ALONG U.S. AC3165'HIGHWAY 41 FROM ITS JUNCTION WITH STATE HIGHWAY 92, OR 6.4 MILES AC3165'NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH STATE AC3165'HIGHWAY 29 AT CARNESTOWN, AT BRIDGE NUMBER 64, 11.1 FEET AC3165'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 41 AND A DISK SET AC3165'IN THE SOUTHWEST CORNER FLUSH WITH THE CONCRETE BRIDGE FLOOR. AC3165 AC3165 STATION RECOVERY (1999) AC3165 AC3165'RECOVERY NOTE BY US POWER SQUADRON 1999 AC3165'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AD5715 *********************************************************************** AD5715 DESIGNATION - A 251 RESET 1978 AD5715 PID - AD5715 AD5715 STATE/COUNTY- FL/COLLIER AD5715 USGS QUAD - NAPLES NORTH (1987) AD5715 AD5715 *CURRENT SURVEY CONTROL AD5715 ___________________________________________________________________ AD5715* NAD 83(1986)- 26 08 26. (N) 081 45 59. (W) SCALED AD5715* NAVD 88 - 1.34 (+/-2cm) 4.4 (feet) VERTCON AD5715 ___________________________________________________________________ AD5715 GEOID HEIGHT- -23.41 (meters) GEOID99 AD5715 AD5715 VERT ORDER - THIRD (See Below) AD5715 AD5715.The horizontal coordinates were scaled from a topographic map and have AD5715.an estimated accuracy of +/- 6 seconds. AD5715 AD5715.The NAVD 88 height was computed by applying the VERTCON shift value to AD5715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD5715.The vertical order pertains to the superseded datum. AD5715 AD5715.The geoid height was determined by GEOID99. AD5715 AD5715; North East Units Estimated Accuracy AD5715;SPC FL E - 200,410. 123,370. MT (+/- 180 meters Scaled) AD5715 AD5715 SUPERSEDED SURVEY CONTROL AD5715 AD5715 NGVD 29 - 1.73 (m) 5.7 (f) RESET 3 AD5715 AD5715.Superseded values are not recommended for survey control. AD5715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD5715.See file dsdata.txt to determine how the superseded data were derived. AD5715 AD5715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ233914(NAD 83) AD5715_MARKER: DB = BENCH MARK DISK AD5715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD5715_STAMPING: A 251 RESET 1978 AD5715_PROJECTION: FLUSH AD5715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD5715+STABILITY: SURFACE MOTION AD5715 AD5715 HISTORY - Date Condition Report By AD5715 HISTORY - 1978 MONUMENTED NGS AD5715 HISTORY - 1990 MARK NOT FOUND USPSQD AD5715 AD5715 STATION DESCRIPTION AD5715 AD5715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AD5715'0.9 MI NORTH FROM NAPLES. AD5715'0.9 MILE NORTH ALONG AIRPORT ROAD FROM ITS JUNCTION WITH U.S. AD5715'HIGHWAY 41 AT THE COURTHOUSE IN EAST NAPLES, 0.1 MILE NORTH OF AD5715'THE JUNCTION OF STATE HIGHWAY 84 (DAVIS BOULEVARD) AND AIRPORT AD5715'ROAD, A FOUR LANE HIGHWAY, 26.3 FEET WEST-SOUTHWEST OF THE AD5715'NORTHWEST CORNER OF BUILDING 1295, 24.5 FEET NORTHWEST OF THE AD5715'SOUTHWEST CORNER OF BUILDING 1295, 1.6 FEET NORTH OF A CONCRETE AD5715'POWERLINE, AND 0.5 FOOT EAST OF THE RIGHT-OF-WAY LINE AD5715'AND SIDEWALK. AD5715'THE MARK IS 1.5 FT S FROM A WITNESS POST. AD5715 AD5715 STATION RECOVERY (1990) AD5715 AD5715'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA) AD5715'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AD5726 *********************************************************************** AD5726 DESIGNATION - B 251 RESET AD5726 PID - AD5726 AD5726 STATE/COUNTY- FL/COLLIER AD5726 USGS QUAD - NAPLES NORTH (1987) AD5726 AD5726 *CURRENT SURVEY CONTROL AD5726 ___________________________________________________________________ AD5726* NAD 83(1986)- 26 09 11. (N) 081 46 12. (W) SCALED AD5726* NAVD 88 - 1.87 (meters) 6.1 (feet) RESET AD5726 ___________________________________________________________________ AD5726 GEOID HEIGHT- -23.43 (meters) GEOID99 AD5726 AD5726 VERT ORDER - THIRD AD5726 AD5726.This mark is at Naples Airport (APF) AD5726 AD5726.The horizontal coordinates were scaled from a topographic map and have AD5726.an estimated accuracy of +/- 6 seconds. AD5726 AD5726.The orthometric height was computed from unverified reset data. AD5726.No vertical observational check was made to the station. AD5726 AD5726.The geoid height was determined by GEOID99. AD5726 AD5726; North East Units Estimated Accuracy AD5726;SPC FL E - 201,800. 123,010. MT (+/- 180 meters Scaled) AD5726 AD5726 SUPERSEDED SURVEY CONTROL AD5726 AD5726 NGVD 29 - 2.25 (m) 7.4 (f) RESET 3 AD5726 AD5726.Superseded values are not recommended for survey control. AD5726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD5726.See file dsdata.txt to determine how the superseded data were derived. AD5726 AD5726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ230928(NAD 83) AD5726_MARKER: DV = VERTICAL CONTROL DISK AD5726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD5726_STAMPING: B 251 RESET 1982 AD5726_MARK LOGO: NGS AD5726_PROJECTION: PROJECTING 5 CENTIMETERS AD5726_MAGNETIC: N = NO MAGNETIC MATERIAL AD5726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD5726+STABILITY: SURFACE MOTION AD5726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD5726+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1992 AD5726 AD5726 HISTORY - Date Condition Report By AD5726 HISTORY - 1982 MONUMENTED NGS AD5726 HISTORY - 1990 GOOD USPSQD AD5726 HISTORY - 19920226 GOOD NGS AD5726 AD5726 STATION DESCRIPTION AD5726 AD5726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 AD5726'1.15 MI NORTH FROM NAPLES. AD5726'0.95 MILE NORTH ALONG AIRPORT ROAD (COUNTY ROAD C 31) FROM ITS AD5726'JUNCTION WITH STATE HIGHWAY 84 IN EAST NAPLES, THENCE 0.2 MILE AD5726'WEST ALONG RADIO ROAD TO THE NAPLES MUNICIPAL AIRPORT, 133.0 FEET AD5726'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A AIRPLANE HANGAR AD5726'BUILDING, 102.0 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF AD5726'THE ADMINISTRATION BUILDING, 74.0 FEET NORTHWEST OF THE CENTER AD5726'OF GATE TO AIR FIELD, AND 44.5 FEET NORTHWEST OF A FIRE HYDRANT. AD5726 AD5726 STATION RECOVERY (1990) AD5726 AD5726'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA) AD5726'RECOVERED IN GOOD CONDITION. AD5726 AD5726 STATION RECOVERY (1992) AD5726 AD5726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD5726'1.6 KM (1.00 MI) EASTERLY ALONG STATE HIGHWAY 84 FROM THE JUNCTION OF AD5726'U.S. HIGHWAY 41 IN NAPLES, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG AD5726'AIRPORT PULLING ROAD, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG RADIO AD5726'ROAD, 40.2 M (131.9 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A AD5726'HANGER, 20.0 M (65.6 FT) NORTHWEST OF THE NORTH END OF GATE 6E, 18.4 AD5726'M (60.4 FT) NORTH OF THE EXTENDED CENTER OF THE ROAD, 13.7 M (44.9 AD5726'FT) NORTH-NORTHWEST OF A FIRE HYDRANT, AND THE MONUMENT PROJECTS 0.05 AD5726'M (0.16 FT) ABOVE THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC0627 *********************************************************************** AC0627 DESIGNATION - EVERGLADES RM 3 AC0627 PID - AC0627 AC0627 STATE/COUNTY- FL/COLLIER AC0627 USGS QUAD - EVERGLADES CITY (1974) AC0627 AC0627 *CURRENT SURVEY CONTROL AC0627 ___________________________________________________________________ AC0627* NAD 83(1986)- 25 51 25. (N) 081 22 58. (W) SCALED AC0627* NAVD 88 - 0.72 (meters) 2.4 (feet) RESET AC0627 ___________________________________________________________________ AC0627 GEOID HEIGHT- -23.54 (meters) GEOID99 AC0627 AC0627 VERT ORDER - THIRD AC0627 AC0627.The horizontal coordinates were scaled from a topographic map and have AC0627.an estimated accuracy of +/- 6 seconds. AC0627 AC0627.The orthometric height was computed from unverified reset data. AC0627 AC0627.The geoid height was determined by GEOID99. AC0627 AC0627; North East Units Estimated Accuracy AC0627;SPC FL E - 168,820. 161,630. MT (+/- 180 meters Scaled) AC0627 AC0627 SUPERSEDED SURVEY CONTROL AC0627 AC0627.No superseded survey control is available for this station. AC0627 AC0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ616598(NAD 83) AC0627_MARKER: DR = REFERENCE MARK DISK AC0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC0627_STAMPING: EVERGLADES NO 3 1966 AC0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC0627+STABILITY: SURFACE MOTION AC0627 AC0627 HISTORY - Date Condition Report By AC0627 HISTORY - 1966 MONUMENTED CGS AC0627 HISTORY - 1969 GOOD NGS AC0627 HISTORY - 1978 MARK NOT FOUND FLDNR AC0627 HISTORY - 1988 MARK NOT FOUND USPSQD AC0627 HISTORY - 1990 MARK NOT FOUND USPSQD AC0627 HISTORY - 19920226 MARK NOT FOUND NGS AC0627 AC0627 STATION DESCRIPTION AC0627 AC0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 AC0627'IN EVERGLADES. AC0627'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 29 FROM THE BRIDGE AC0627'AT THE NORTH EDGE OF TOWN, 0.1 MILE EAST OF THE CITY HALL, IN THE AC0627'PARKING AREA OF THE RESTAURANT NAMED, CAPTAINS TABLE OF EVERGLADES AC0627'CITY, INC., 30 FEET EAST OF THE WEST PILLAR OF THE SOUTH WALL AC0627'ALONG THE SOUTH PORCH OF THE RESTAURANT, AND 5.2 FEET SOUTH OF AC0627'THE WALL, SET IN A ROUND CONCRETE MONUMENT ABOUT 12-INCHES AC0627'BELOW GROUND SURFACE, ACCESS TO THE MARK THROUGH AN 18-INCH AC0627'CONCRETE CYLINDER WITH CONCRETE COVER. AC0627 AC0627 STATION RECOVERY (1978) AC0627 AC0627'RECOVERY NOTE BY FL DEPT OF NAT RES 1978 AC0627'SEARCHED FOR BUT NOT FOUND. CONSTRUCTION IN THE AREA INDICATES THE AC0627'MARK HAS BEEN LOST OR DESTROYED. AC0627 AC0627 STATION RECOVERY (1988) AC0627 AC0627'RECOVERY NOTE BY US POWER SQUADRON 1988 (HEA) AC0627'MARK NOT FOUND. AC0627 AC0627 STATION RECOVERY (1990) AC0627 AC0627'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA) AC0627'MARK NOT FOUND. AC0627 AC0627 STATION RECOVERY (1992) AC0627 AC0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AC0627'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC0430 *********************************************************************** AC0430 DESIGNATION - EVERGLADES RM 4 AC0430 PID - AC0430 AC0430 STATE/COUNTY- FL/COLLIER AC0430 USGS QUAD - EVERGLADES CITY (1974) AC0430 AC0430 *CURRENT SURVEY CONTROL AC0430 ___________________________________________________________________ AC0430* NAD 83(1986)- 25 51 28. (N) 081 22 59. (W) SCALED AC0430* NAVD 88 - 1.22 (meters) 4.0 (feet) RESET AC0430 ___________________________________________________________________ AC0430 GEOID HEIGHT- -23.54 (meters) GEOID99 AC0430 AC0430 VERT ORDER - THIRD AC0430 AC0430.The horizontal coordinates were scaled from a topographic map and have AC0430.an estimated accuracy of +/- 6 seconds. AC0430 AC0430.The orthometric height was computed from unverified reset data. AC0430 AC0430.The geoid height was determined by GEOID99. AC0430 AC0430; North East Units Estimated Accuracy AC0430;SPC FL E - 168,920. 161,610. MT (+/- 180 meters Scaled) AC0430 AC0430 SUPERSEDED SURVEY CONTROL AC0430 AC0430.No superseded survey control is available for this station. AC0430 AC0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ616599(NAD 83) AC0430_MARKER: DR = REFERENCE MARK DISK AC0430_SETTING: 0 = UNSPECIFIED SETTING AC0430_STAMPING: EVERGLADES 1955 NO 4 1969 AC0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC0430 AC0430 HISTORY - Date Condition Report By AC0430 HISTORY - 1969 MONUMENTED CGS AC0430 HISTORY - 1990 MARK NOT FOUND USPSQD AC0430 AC0430 STATION DESCRIPTION AC0430 AC0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 AC0430'IN EVERGLADES. AC0430'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 29 FROM THE BRIDGE AT AC0430'THE NORTH EDGE OF TOWN, 0.1 MILE EAST OF THE CITY HALL, IN THE AC0430'ELECTRIC POWER ROOM OF THE RESTAURANT NAMED, CAPTAINS TABLE OF AC0430'EVERGLADES CITY, INC., 1.0 FOOT NORTH OF THE SOUTH EDGE OF THE AC0430'FLOOR OF THE ROOM, AND 0.6 FOOT WEST OF THE EAST WALL OF THE AC0430'ROOM. AC0430 AC0430 STATION RECOVERY (1990) AC0430 AC0430'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA) AC0430'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AD5703 *********************************************************************** AD5703 DESIGNATION - F 244 FLHD RESET 1978 AD5703 PID - AD5703 AD5703 STATE/COUNTY- FL/COLLIER AD5703 USGS QUAD - BONITA SPRINGS (1987) AD5703 AD5703 *CURRENT SURVEY CONTROL AD5703 ___________________________________________________________________ AD5703* NAD 83(1986)- 26 16 20. (N) 081 47 34. (W) SCALED AD5703* NAVD 88 - 2.65 (+/-2cm) 8.7 (feet) VERTCON AD5703 ___________________________________________________________________ AD5703 GEOID HEIGHT- -23.65 (meters) GEOID99 AD5703 AD5703 VERT ORDER - THIRD (See Below) AD5703 AD5703.The horizontal coordinates were scaled from a topographic map and have AD5703.an estimated accuracy of +/- 6 seconds. AD5703 AD5703.The NAVD 88 height was computed by applying the VERTCON shift value to AD5703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD5703.The vertical order pertains to the superseded datum. AD5703 AD5703.The geoid height was determined by GEOID99. AD5703 AD5703; North East Units Estimated Accuracy AD5703;SPC FL E - 215,020. 120,820. MT (+/- 180 meters Scaled) AD5703 AD5703 SUPERSEDED SURVEY CONTROL AD5703 AD5703 NGVD 29 - 3.02 (m) 9.9 (f) RESET 3 AD5703 AD5703.Superseded values are not recommended for survey control. AD5703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD5703.See file dsdata.txt to determine how the superseded data were derived. AD5703 AD5703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK208060(NAD 83) AD5703_MARKER: DB = BENCH MARK DISK AD5703_SETTING: 32 = BRIDGE AD5703_STAMPING: F 244 RESET 1976 AD5703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD5703+STABILITY: SURFACE MOTION AD5703 AD5703 HISTORY - Date Condition Report By AD5703 HISTORY - 1976 MONUMENTED FLHD AD5703 AD5703 STATION DESCRIPTION AD5703 AD5703'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1976 AD5703'9.20 MI NE FROM BONITA SPRINGS. AD5703'8.65 MILES NORTH ALONG U.S. HIGHWAY 41 (9 STREET) FROM ITS AD5703'JUNCTION WITH 5TH AVENUE IN DOWNTOWN NAPLES, THENCE 0.55 MILES AD5703'EAST ALONG STATE HIGHWAY S-846, ABOUT 0.15 MILE WEST OF RAILROAD AD5703'CROSSING, 186.5 FEET WEST OF A SURFACED ROAD TO THE SOUTH, 15.5 AD5703'FEET SOUTH OF THE CENTER OF STATE HIGHWAY S-846, 2.9 FEET EAST AD5703'OF THE SOUTHWEST CORNER OF THE CONCRETE BRIDGE AND IN TOP THE AD5703'CONCRETE FOOT RAILING OF BRIDGE THAT PROJECTS ABOUT 1 FOOT AD5703'ABOVE THE FLOOR OF BRIDGE. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AF7401 *********************************************************************** AF7401 DESIGNATION - L 356 RESET AF7401 PID - AF7401 AF7401 STATE/COUNTY- FL/COLLIER AF7401 USGS QUAD - FORT PIERCE NW (1983) AF7401 AF7401 *CURRENT SURVEY CONTROL AF7401 ___________________________________________________________________ AF7401* NAD 83(1986)- 27 22 34. (N) 080 29 11. (W) SCALED AF7401* NAVD 88 - 6.62 (meters) 21.7 (feet) RESET AF7401 ___________________________________________________________________ AF7401 GEOID HEIGHT- -27.17 (meters) GEOID99 AF7401 AF7401 VERT ORDER - THIRD AF7401 AF7401.The horizontal coordinates were scaled from a topographic map and have AF7401.an estimated accuracy of +/- 6 seconds. AF7401 AF7401.The orthometric height was computed from unverified reset data. AF7401.No vertical observational check was made to the station. AF7401 AF7401.The geoid height was determined by GEOID99. AF7401 AF7401; North East Units Estimated Accuracy AF7401;SPC FL E - 337,180. 250,810. MT (+/- 180 meters Scaled) AF7401 AF7401 SUPERSEDED SURVEY CONTROL AF7401 AF7401.No superseded survey control is available for this station. AF7401 AF7401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL507281(NAD 83) AF7401_MARKER: DB = BENCH MARK DISK AF7401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF7401_STAMPING: L 356 RESET 1984 AF7401_MARK LOGO: NGS AF7401_PROJECTION: FLUSH AF7401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF7401+STABILITY: SURFACE MOTION AF7401 AF7401 HISTORY - Date Condition Report By AF7401 HISTORY - 1984 MONUMENTED NGS AF7401 AF7401 STATION DESCRIPTION AF7401 AF7401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 AF7401'16.2 KM (10.05 MI) SW FROM FORT PIERCE. AF7401'11.36 KM (7.05 MI) SOUTHWEST ALONG STATE HIGHWAY 70 FROM WHERE AF7401'INTERSTATE HIGHWAY 95 PASSES OVER STATE HIGHWAY 70, ABOUT 4.80 KM AF7401'(3.00 MI) SOUTHWEST OF FORT PIERCE, 137.0 FEET (41.758 M) EAST OF THE AF7401'JUNCTION OF STATE HIGHWAY 70 AND COUNTY ROAD C-712, 106.0 FEET AF7401'(32.309 M) NORTHEAST OF THE CENTER OF COUNTY ROAD C-712, 61.0 FEET AF7401'(18.593 M) SOUTH OF THE CENTER OF STATE HIGHWAY 70 AND 2.0 FEET AF7401'(0.610 M) WEST OF POWER POLE NUMBER 333. AF7401'THE MARK IS 0.5 METERS E FROM A WITNESS POST AF7401'THE MARK IS 0.6 M BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AD7841 *********************************************************************** AD7841 DESIGNATION - NAPLES RESET AD7841 PID - AD7841 AD7841 STATE/COUNTY- FL/COLLIER AD7841 USGS QUAD - NAPLES NORTH (1987) AD7841 AD7841 *CURRENT SURVEY CONTROL AD7841 ___________________________________________________________________ AD7841* NAD 83(1999)- 26 08 37.91872(N) 081 47 27.49323(W) ADJUSTED AD7841* NAVD 88 - 1.916 (meters) 6.29 (feet) ADJUSTED AD7841 ___________________________________________________________________ AD7841 X - 818,057.356 (meters) COMP AD7841 Y - -5,670,594.201 (meters) COMP AD7841 Z - 2,793,369.383 (meters) COMP AD7841 LAPLACE CORR- -1.72 (seconds) DEFLEC99 AD7841 ELLIP HEIGHT- -21.54 (meters) (05/31/01) GPS OBS AD7841 GEOID HEIGHT- -23.37 (meters) GEOID99 AD7841 DYNAMIC HT - 1.913 (meters) 6.28 (feet) COMP AD7841 MODELED GRAV- 979,046.9 (mgal) NAVD 88 AD7841 AD7841 HORZ ORDER - FIRST AD7841 VERT ORDER - FIRST CLASS II AD7841 ELLP ORDER - FOURTH CLASS I AD7841 AD7841.The horizontal coordinates were established by GPS observations AD7841.and adjusted by the National Geodetic Survey in May 2001. AD7841 AD7841.The orthometric height was determined by differential leveling AD7841.and adjusted by the National Geodetic Survey in September 1992. AD7841 AD7841.The X, Y, and Z were computed from the position and the ellipsoidal ht. AD7841 AD7841.The Laplace correction was computed from DEFLEC99 derived deflections. AD7841 AD7841.The ellipsoidal height was determined by GPS observations AD7841.and is referenced to NAD 83. AD7841 AD7841.The geoid height was determined by GEOID99. AD7841 AD7841.The dynamic height is computed by dividing the NAVD 88 AD7841.geopotential number by the normal gravity value computed on the AD7841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD7841.degrees latitude (g = 980.6199 gals.). AD7841 AD7841.The modeled gravity was interpolated from observed gravity values. AD7841 AD7841; North East Units Scale Converg. AD7841;SPC FL E - 200,793.286 120,909.668 MT 1.00001838 -0 20 54.7 AD7841;UTM 17 - 2,891,856.758 420,936.653 MT 0.99967718 -0 20 54.7 AD7841 AD7841: Primary Azimuth Mark Grid Az AD7841:SPC FL E - NAPLES AZ MK 225 25 21.4 AD7841:UTM 17 - NAPLES AZ MK 225 25 21.4 AD7841 AD7841|---------------------------------------------------------------------| AD7841| PID Reference Object Distance Geod. Az | AD7841| dddmmss.s | AD7841| AD5728 NAPLES RM 6 18.458 METERS 00615 | AD7841| AD7560 NAPLES RAD STA WNOG MAST APPROX. 1.6 KM 1330645.6 | AD7841| AD5711 NAPLES RM 5 39.537 METERS 17159 | AD7841| AD1258 F 251 200.637 METERS 18515 | AD7841| AD1255 NAPLES RM 1 59.723 METERS 21931 | AD7841| AD7563 NAPLES MUN TANK APPROX. 0.7 KM 2200320.7 | AD7841| CX2298 NAPLES AZ MK 2250426.7 | AD7841| AD5729 NAPLES RM 7 22.250 METERS 26324 | AD7841| CX2299 NAPLES RM 2 50.118 METERS 28020 | AD7841| CX2300 NAPLES RM 3 48.498 METERS 30754 | AD7841| AD1268 NAPLES RM 4 28.997 METERS 34914 | AD7841|---------------------------------------------------------------------| AD7841 AD7841 SUPERSEDED SURVEY CONTROL AD7841 AD7841 NAD 83(1986)- 26 08 37.91747(N) 081 47 27.49355(W) AD( ) 1 AD7841 NAD 83(1990)- 26 08 37.91893(N) 081 47 27.50310(W) AD( ) 1 AD7841 NAD 83(1986)- 26 08 37.91707(N) 081 47 27.51593(W) AD( ) 1 AD7841 NAD 27 - 26 08 36.59004(N) 081 47 28.19854(W) AD( ) 1 AD7841 NGVD 29 - 2.305 (m) 7.56 (f) ADJUSTED 1 2 AD7841 AD7841.Superseded values are not recommended for survey control. AD7841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD7841.See file dsdata.txt to determine how the superseded data were derived. AD7841 AD7841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2093791857(NAD 83) AD7841_MARKER: DS = TRIANGULATION STATION DISK AD7841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD7841_STAMPING: NAPLES 1934 1984 AD7841_MARK LOGO: NGS AD7841_PROJECTION: FLUSH AD7841_MAGNETIC: O = OTHER; SEE DESCRIPTION AD7841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD7841+STABILITY: SURFACE MOTION AD7841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD7841+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1992 AD7841 AD7841 HISTORY - Date Condition Report By AD7841 HISTORY - 1984 MONUMENTED NGS AD7841 HISTORY - 1984 GOOD NGS AD7841 HISTORY - 1991 MARK NOT FOUND USPSQD AD7841 HISTORY - 19920301 GOOD NGS AD7841 HISTORY - 19920822 GOOD DENI AD7841 AD7841 STATION DESCRIPTION AD7841 AD7841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN) AD7841'THE STATION WAS RECOVERED 18-INCHES BELOW THE ASPHALT ENTRANCE ROAD TO AD7841'THE GRAND CENTRAL STATION SHOPPING MALL. IT WAS RECOVERED FROM 3 AD7841'TEMPORARY POINTS. A NEW STATION SURFACE MARK WAS ESTABLISHED DIRECTLY AD7841'OVER THE 1968 RESET MARK BY J.S.R. THE AZIMUTH MARK BENCH MARK F 251 AD7841'AND REFERENCE MARK 5 WERE RECOVERED IN GOOD CONDITION. REFERENCE MARK AD7841'4 WAS NOT FOUND AND APPARENTLY DESTROYED. REFERENCE MARK 5 WILL BE AD7841'DESTROYED IN THE NEAR FUTURE BY WIDENING OF GOODLETTE ROAD. REFERENCE AD7841'MARK 6 AND 7 WAS ESTABLISHED AT THIS TIME. AFTER OBSERVATION CHECKS AD7841'WERE MADE AND THE DISTANCE CHECKED, REFERENCE MARK 5 WAS DESTROYED AND AD7841'DISK RECLAIMED. DISTANCE TO AZIMUTH MARK BENCH MARK F 251 WAS MEASURED AD7841'AND POSITIONED. A POLARIS OBSTRUCTION WAS OBSERVED. DUE TO CHANGES, A AD7841'COMPLETE NEW DESCRIPTION FOLLOWS. THE STATION IS LOCATED IN DOWNTOWN AD7841'NAPLES AT THE GRAND CENTRAL STATION MALL EAST ENTRANCE OF GOODLETTE AD7841'ROAD. TO REACH THE STATION FROM THE JUNCTION OF 5TH AVENUE SOUTH AND AD7841'9TH STREET NORTH, GO EAST ON 5TH AVENUE SOUTH FOR 0.40 KM (0.25 MI) TO AD7841'GOODLETTE ROAD ON LEFT. TURN LEFT AND GO NORTH ON GOODLETTE ROAD FOR AD7841'0.24 KM (0.15 MI) TO ENTRANCE TO GRAND CENTRAL STATION MALL ON LEFT AD7841'AND STATION. THE STATION IS A STANDARD NGS DISK STAMPED--NAPLES 1934 AD7841'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM (12 IN) AD7841'IN DIAMETER, FLUSH WITH THE GROUND. THE STATION IS LOCATED 22.56 AD7841'METERS (74.02 FT) WEST OF THE CENTER OF GOODLETTE ROAD, 4.87 METERS AD7841'(15.98 FT) NORTHEAST OF THE EAST LEG OF GRAND CENTRAL STATION MALL AD7841'SIGN, 12.34 METERS (40.49 FT) NORTH OF THE SOUTH SIDE OF ENTRANCE ROAD AD7841'TO MALL. 5.18 METERS (16.99 FT) SOUTH OF THE NORTH EDGE OF ENTRANCE AD7841'ROAD TO MALL, 3.35 METERS (10.99 FT) NORTH OF PROJECTED CENTER OF AD7841'MEDIAN TO WEST. REFERENCE MARK NO. 7 IS A STANDARD CGS DISK AD7841'STAMPED--NAPLES 1934 NO 7 1984--, SET INTO THE TOP OF A ROUND CONCRETE AD7841'MONUMENT 30 CM (12 IN) IN DIAMETER, FLUSH WITH THE GROUND. THE STATION AD7841'IS LOCATED 21.03 METERS (69.00 FT) WEST OF THE EAST END OF MEDIAN AT AD7841'ENTRANCE TO SHOPPING CENTER, 44.50 METERS (146.00 FT) WEST OF THE AD7841'CENTER OF GOODLETTE ROAD, 1.22 METERS (4.00 FT) NORTH OF THE SOUTH AD7841'SIDE OF MEDIAN, 1.22 SOUTH OF THE NORTH SIDE OF MEDIAN AND .30 METERS AD7841'(0.98 FT) HIGHER THAN THE STATION. REFERENCE MARK NO. 6 IS A STANDARD AD7841'CGS DISK STAMPED--NAPLES 1934 NO 6 1984--, SET INTO THE TOP OF A ROUND AD7841'CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER, FLUSH WITH THE GROUND. AD7841'THE STATION IS LOCATED 20.42 METERS (66.99 FT) WEST OF THE CENTER OF AD7841'GODLETTE ROAD, 21.95 METERS (72.01 FT) NORTH OF THE CENTER OF MEDIAN AD7841'9.0 FT (2.7 M) EAST OF WATER EDGE, 0.61 METERS (2.00 FT) SOUTH OF THE AD7841'SOUTH SIDE OF LINE OF BUSHES TO THE NORTH, 0.30 METERS (0.98 FT) SOUTH AD7841'OF A METAL WITNESS POST AND .61 METERS (2.00 FT) LOWER THAN THE AD7841'STATION. AZIMUTH NO. 1 IS A STANDARD CGS DISK STAMPED--F 251 1966--, AD7841'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN AD7841'DIAMETER, FLUSH WITH THE GROUND. THE STATION IS LOCATED 13.11 METERS AD7841'(43.01 FT) SOUTH OF THE CENTER OF THE MEDIAN OF 5TH AVENUE SOUTH, AD7841'10.67 METERS (35.01 FT) WEST OF THE CENTER OF GOODLETTE ROAD, 2.29 AD7841'METERS (7.51 FT) WEST NORTHWEST OF A CONCRETE LIGHT POLE AND BETWEEN AD7841'THE HIGHWAY CURB AND SIDEWALK. AD7841 AD7841 STATION RECOVERY (1984) AD7841 AD7841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 AD7841'IN NAPLES. AD7841'THE MARK IS ABOVE LEVEL WITH ENTRANCE ROAD. AD7841'0.40 KM (0.25 MI) EAST ALONG 5TH AVENUE SOUTH FROM ITS JUNCTION OF 9TH AD7841'STREET NORTH IN DOWNTOWN NAPLES, THENCE NORTH ALONG GOODLETTE ROAD AD7841'FOR 0.24 KM (0.15 MI) TO ENTRANCE TO GRAND CENTRAL STATION ON LEFT, AD7841'74.0 FEET (22.56 M) WEST OF THE CENTER OF GOODLETTE ROAD, 16.0 FEET AD7841'(4.87 M) NORTHEAST OF THE EAST LEG OF GRAND CENTRAL STATION MALL SIGN, AD7841'40.5 FEET (12.34 M) NORTH OF SOUTH SIDE OF THE ENTRANCE ROAD TO MALL, AD7841'17.0 FEET (5.18 M) SOUTH OF THE NORTH EDGE OF THE ENTRANCE ROAD TO AD7841'MALL AND 11.0 FEET (3.35 M) NORTH OF THE CENTER OF PROJECTED LINE OF AD7841'MEDIAN TO WEST. AD7841 AD7841 STATION RECOVERY (1991) AD7841 AD7841'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEA) AD7841'MARK NOT FOUND. AD7841 AD7841 STATION RECOVERY (1992) AD7841 AD7841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD7841'IN NAPLES, AT THE INTERSECTION OF U.S. HIGHWAY 41 AND GOODLAND FRANK AD7841'ROAD, 186.5 M (611.9 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES AD7841'OF THE HIGHWAY, 18.4 M (60.4 FT) WEST OF THE CENTER OF THE ROAD, 3.7 AD7841'M (12.1 FT) NORTHEAST OF A WITNESS POST, 0.7 M (2.3 FT) SOUTH OF THE AD7841'CENTER OF AN ENTRANCE ROAD TO THE GRAND CENTRAL STATION SHOPPING AD7841'CENTER, 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT AD7841'IS FLUSH WITH THE PAVEMENT. AD7841 AD7841 STATION RECOVERY (1992) AD7841 AD7841'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992 AD7841'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AD5711 *********************************************************************** AD5711 DESIGNATION - NAPLES RM 5 AD5711 PID - AD5711 AD5711 STATE/COUNTY- FL/COLLIER AD5711 USGS QUAD - NAPLES NORTH (1987) AD5711 AD5711 *CURRENT SURVEY CONTROL AD5711 ___________________________________________________________________ AD5711* NAD 83(1986)- 26 08 37. (N) 081 47 27. (W) SCALED AD5711* NAVD 88 - 1.37 (+/-2cm) 4.5 (feet) VERTCON AD5711 ___________________________________________________________________ AD5711 GEOID HEIGHT- -23.37 (meters) GEOID99 AD5711 AD5711 VERT ORDER - THIRD (See Below) AD5711 AD5711.The horizontal coordinates were scaled from a topographic map and have AD5711.an estimated accuracy of +/- 6 seconds. AD5711 AD5711.The NAVD 88 height was computed by applying the VERTCON shift value to AD5711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AD5711.The vertical order pertains to the superseded datum. AD5711 AD5711.The geoid height was determined by GEOID99. AD5711 AD5711; North East Units Estimated Accuracy AD5711;SPC FL E - 200,770. 120,920. MT (+/- 180 meters Scaled) AD5711 AD5711 SUPERSEDED SURVEY CONTROL AD5711 AD5711 NGVD 29 - 1.76 (m) 5.8 (f) RESET 3 AD5711 AD5711.Superseded values are not recommended for survey control. AD5711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD5711.See file dsdata.txt to determine how the superseded data were derived. AD5711 AD5711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ209918(NAD 83) AD5711_MARKER: DR = REFERENCE MARK DISK AD5711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD5711_STAMPING: NAPLES 1934 NO 5 1968 AD5711_PROJECTION: FLUSH AD5711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD5711+STABILITY: SURFACE MOTION AD5711 AD5711 HISTORY - Date Condition Report By AD5711 HISTORY - 1968 MONUMENTED CGS AD5711 HISTORY - 1990 MARK NOT FOUND USPSQD AD5711 AD5711 STATION DESCRIPTION AD5711 AD5711'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 AD5711'IN NAPLES. AD5711'0.4 MILE SOUTH AND EAST-SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE AD5711'POST OFFICE, THENCE 0.1 MILE NORTH ALONG STATE ROUTE S 851 (GOODLETTES AD5711'ROAD), 57.0 FEET WEST OF THE WEST EDGE OF GOODLETTES ROAD, 2.0 FEET AD5711'NORTH OF A POWERLINE POLE, AND 129.7 FEET SOUTH-SOUTHEAST OF AD5711'STATION NAPLES 1934 1968. AD5711'THE MARK IS 2.0 FT N FROM A WITNESS POST. AD5711 AD5711 STATION RECOVERY (1990) AD5711 AD5711'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA) AD5711'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AD5728 *********************************************************************** AD5728 DESIGNATION - NAPLES RM 6 AD5728 PID - AD5728 AD5728 STATE/COUNTY- FL/COLLIER AD5728 USGS QUAD - NAPLES NORTH (1987) AD5728 AD5728 *CURRENT SURVEY CONTROL AD5728 ___________________________________________________________________ AD5728* NAD 83(1986)- 26 08 37. (N) 081 47 27. (W) SCALED AD5728* NAVD 88 - 1.425 (meters) 4.68 (feet) ADJUSTED AD5728 ___________________________________________________________________ AD5728 GEOID HEIGHT- -23.37 (meters) GEOID99 AD5728 DYNAMIC HT - 1.423 (meters) 4.67 (feet) COMP AD5728 MODELED GRAV- 979,046.9 (mgal) NAVD 88 AD5728 AD5728 VERT ORDER - FIRST CLASS II AD5728 AD5728.The horizontal coordinates were scaled from a topographic map and have AD5728.an estimated accuracy of +/- 6 seconds. AD5728 AD5728.The orthometric height was determined by differential leveling AD5728.and adjusted by the National Geodetic Survey in September 1992. AD5728 AD5728.The geoid height was determined by GEOID99. AD5728 AD5728.The dynamic height is computed by dividing the NAVD 88 AD5728.geopotential number by the normal gravity value computed on the AD5728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AD5728.degrees latitude (g = 980.6199 gals.). AD5728 AD5728.The modeled gravity was interpolated from observed gravity values. AD5728 AD5728; North East Units Estimated Accuracy AD5728;SPC FL E - 200,770. 120,920. MT (+/- 180 meters Scaled) AD5728 AD5728 SUPERSEDED SURVEY CONTROL AD5728 AD5728 NGVD 29 - 1.814 (m) 5.95 (f) ADJUSTED 1 2 AD5728 AD5728.Superseded values are not recommended for survey control. AD5728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD5728.See file dsdata.txt to determine how the superseded data were derived. AD5728 AD5728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ209918(NAD 83) AD5728_MARKER: DR = REFERENCE MARK DISK AD5728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD5728_STAMPING: NAPLES NO 6 1934 1982 AD5728_MARK LOGO: NGS AD5728_PROJECTION: FLUSH AD5728_MAGNETIC: N = NO MAGNETIC MATERIAL AD5728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD5728+STABILITY: SURFACE MOTION AD5728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AD5728+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1992 AD5728 AD5728 HISTORY - Date Condition Report By AD5728 HISTORY - 1982 MONUMENTED NGS AD5728 HISTORY - 1986 GOOD USPSQD AD5728 HISTORY - 1988 GOOD USPSQD AD5728 HISTORY - 1990 GOOD USPSQD AD5728 HISTORY - 19920301 GOOD NGS AD5728 AD5728 STATION DESCRIPTION AD5728 AD5728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 AD5728'IN NAPLES. AD5728'0.3 MILE EAST ALONG 5TH STREET FROM ITS JUNCTION WITH 9TH STREET AD5728'IN DOWNTOWN NAPLES, THENCE NORTH ALONG GOODLETTE ROAD FOR 200 AD5728'METERS TO THE EAST ENTRANCE TO GRAND CENTRAL STATION MALL, 72.0 AD5728'FEET NORTH OF THE CENTER OF MEDIAN, 67.0 FEET WEST OF THE CENTER AD5728'OF GOODLETTE ROAD, 9.0 FEET EAST OF EDGE OF WATER FOUNTAIN, AND AD5728'2.0 FEET SOUTH OF THE SOUTH SIDE OF LINE OF BUSHES TO THE NORTH. AD5728'THE MARK IS 1.0 FT S FROM A WITNESS POST. AD5728 AD5728 STATION RECOVERY (1986) AD5728 AD5728'RECOVERY NOTE BY US POWER SQUADRON 1986 (HEA) AD5728'RECOVERED IN GOOD CONDITION. AD5728 AD5728 STATION RECOVERY (1988) AD5728 AD5728'RECOVERY NOTE BY US POWER SQUADRON 1988 (HEA) AD5728'RECOVERED IN GOOD CONDITION. AD5728 AD5728 STATION RECOVERY (1990) AD5728 AD5728'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA) AD5728'RECOVERED IN GOOD CONDITION. AD5728 AD5728 STATION RECOVERY (1992) AD5728 AD5728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 AD5728'IN NAPLES, AT THE INTERSECTION OF U.S. HIGHWAY 41 AND GOODLAND FRANK AD5728'ROAD, 205.0 M (672.6 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES AD5728'OF THE HIGHWAY, 18.8 M (61.7 FT) WEST OF AND LEVEL WITH THE CENTER OF AD5728'THE ROAD, 18.5 M (60.7 FT) NORTH OF TRIANGULATION STATION NAPLES AD5728'RESET, 16.7 M (54.8 FT) NORTH OF THE CENTER OF AN ENTRANCE TO THE AD5728'GRAND CENTRAL STATION SHOPPING CENTER, 1.0 M (3.3 FT) NORTHWEST OF A AD5728'UTILITY POLE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE AD5728'MONUMENT IS FLUSH WITH THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AD5729 *********************************************************************** AD5729 DESIGNATION - NAPLES RM 7 AD5729 PID - AD5729 AD5729 STATE/COUNTY- FL/COLLIER AD5729 USGS QUAD - NAPLES NORTH (1987) AD5729 AD5729 *CURRENT SURVEY CONTROL AD5729 ___________________________________________________________________ AD5729* NAD 83(1986)- 26 08 37. (N) 081 47 27. (W) SCALED AD5729* NAVD 88 - 2.41 (meters) 7.9 (feet) RESET AD5729 ___________________________________________________________________ AD5729 GEOID HEIGHT- -23.37 (meters) GEOID99 AD5729 AD5729 VERT ORDER - THIRD AD5729 AD5729.The horizontal coordinates were scaled from a topographic map and have AD5729.an estimated accuracy of +/- 6 seconds. AD5729 AD5729.The orthometric height was computed from unverified reset data. AD5729.No vertical observational check was made to the station. AD5729 AD5729.The geoid height was determined by GEOID99. AD5729 AD5729; North East Units Estimated Accuracy AD5729;SPC FL E - 200,770. 120,920. MT (+/- 180 meters Scaled) AD5729 AD5729 SUPERSEDED SURVEY CONTROL AD5729 AD5729 NGVD 29 - 2.81 (m) 9.2 (f) RESET 3 AD5729 AD5729.Superseded values are not recommended for survey control. AD5729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD5729.See file dsdata.txt to determine how the superseded data were derived. AD5729 AD5729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ209918(NAD 83) AD5729_MARKER: DR = REFERENCE MARK DISK AD5729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD5729_STAMPING: NAPLES 1934 NO 7 1982 AD5729_PROJECTION: FLUSH AD5729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD5729+STABILITY: SURFACE MOTION AD5729 AD5729 HISTORY - Date Condition Report By AD5729 HISTORY - 1982 MONUMENTED NGS AD5729 HISTORY - 1988 GOOD USPSQD AD5729 HISTORY - 1990 MARK NOT FOUND USPSQD AD5729 AD5729 STATION DESCRIPTION AD5729 AD5729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 AD5729'IN NAPLES. AD5729'0.3 MILE EAST ALONG 5TH STREET FROM ITS JUNCTION WITH 9TH STREET IN AD5729'DOWNTOWN NAPLES, THENCE NORTH ALONG GOODLETTE ROAD FOR 200 METERS AD5729'TO THE EAST ENTRANCE TO THE GRAND CENTRAL STATION MALL, 146.0 FEET AD5729'WEST OF THE CENTER OF GOODLETTE ROAD, 69.0 FEET WEST OF THE EAST AD5729'END OF THE MEDIAN AT ENTRANCE TO THE GRAND CENTRAL STATION MALL, AD5729'4.0 FEET NORTH OF THE SOUTH CURBING OF MEDIAN, AND 4.0 FEET SOUTH AD5729'OF THE NORTH CURB OF MEDIAN. AD5729'THE MARK IS ABOVE LEVEL WITH GROUND. AD5729 AD5729 STATION RECOVERY (1988) AD5729 AD5729'RECOVERY NOTE BY US POWER SQUADRON 1988 (HEA) AD5729'RECOVERED IN GOOD CONDITION. AD5729 AD5729 STATION RECOVERY (1990) AD5729 AD5729'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA) AD5729'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AD1261 *********************************************************************** AD1261 DESIGNATION - W 243 RESET 1966 AD1261 PID - AD1261 AD1261 STATE/COUNTY- FL/COLLIER AD1261 USGS QUAD - NAPLES NORTH (1987) AD1261 AD1261 *CURRENT SURVEY CONTROL AD1261 ___________________________________________________________________ AD1261* NAD 83(1986)- 26 09 08. (N) 081 47 46. (W) SCALED AD1261* NAVD 88 - 2.14 (meters) 7.0 (feet) RESET AD1261 ___________________________________________________________________ AD1261 GEOID HEIGHT- -23.38 (meters) GEOID99 AD1261 AD1261 VERT ORDER - THIRD AD1261 AD1261.The horizontal coordinates were scaled from a topographic map and have AD1261.an estimated accuracy of +/- 6 seconds. AD1261 AD1261.The orthometric height was computed from unverified reset data. AD1261 AD1261.The geoid height was determined by GEOID99. AD1261 AD1261; North East Units Estimated Accuracy AD1261;SPC FL E - 201,720. 120,400. MT (+/- 180 meters Scaled) AD1261 AD1261 SUPERSEDED SURVEY CONTROL AD1261 AD1261 NGVD 29 - 2.53 (m) 8.3 (f) RESET 3 AD1261 AD1261.Superseded values are not recommended for survey control. AD1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1261.See file dsdata.txt to determine how the superseded data were derived. AD1261 AD1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ204927(NAD 83) AD1261_MARKER: DB = BENCH MARK DISK AD1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD1261_STAMPING: W 243 RESET 1966 AD1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD1261+STABILITY: SURFACE MOTION AD1261 AD1261 HISTORY - Date Condition Report By AD1261 HISTORY - 1966 MONUMENTED CGS AD1261 HISTORY - 1968 GOOD USPSQD AD1261 HISTORY - 1974 GOOD NGS AD1261 HISTORY - 1978 GOOD NGS AD1261 HISTORY - 1987 GOOD USPSQD AD1261 HISTORY - 1988 GOOD USPSQD AD1261 HISTORY - 1989 GOOD USPSQD AD1261 HISTORY - 1990 GOOD USPSQD AD1261 AD1261 STATION DESCRIPTION AD1261 AD1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AD1261'0.6 MI N FROM NAPLES. AD1261'ABOUT 0.7 MILE N ALONG NO. 1 U.S. HWY. OR NINTH STREET FROM THE AD1261'TURN TOWARD THE E OF THE HWY. AT S. 5TH AVENUE IN NAPLES OR 0.6 AD1261'MILE N ALONG SAID SAME FROM THE POST OFFICE, ABOUT 99 FEET W AD1261'OF THE CENTER LINE OF THE HWY. MEDIAN STRIP, 22 FEET W OF W AD1261'RIGHT-OF-WAY LINE OF THE HWY., 40 FEET S OF THE CENTER LINE OF AD1261'18-FOOT PAVEMENT OF N. 5TH AVENUE, 0.5 FOOT LOWER THAN SAME, AD1261'2.0 FEET E OF STEEL WITNESS POST, AND FLUSH WITH GROUND. AD1261 AD1261 STATION RECOVERY (1968) AD1261 AD1261'RECOVERY NOTE BY US POWER SQUADRON 1968 (DHP) AD1261'RECOVERED IN GOOD CONDITION. AD1261 AD1261 STATION RECOVERY (1974) AD1261 AD1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 AD1261'RECOVERED IN GOOD CONDITION. AD1261 AD1261 STATION RECOVERY (1978) AD1261 AD1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 AD1261'0.7 MILE NORTH ALONG U S HIGHWAY 41 (.TH STREET) FROM THE TORN TO AD1261'EAST IN DOWNTOWN NAPLES TO 5TH AVENUE NORTH, 82.0 FEET AD1261'NORTH-NORTHWEST OF CONCRETE LIGHT POLE, 39.5 FEET SOUTH OF CENTER OF AD1261'5TH AVENUE NORTH, 26.5 FEET WEST-NORTHWEST OF CENTER OF IRON COVERED AD1261'STREET DRAIN8 25.0 FEET WEST OF THE WEST CURB OF 9TH STREET NORTH AND AD1261'15.0 FEET WEST- NORTHWEST OF FIRE HYDRANT. NOTICE: AT THIS VISIT W AD1261'243 RESET 1978 WAS ESTABLISHED DUE TO CONSTRUCTION OF PARKING AREA, W AD1261'243 RESET 1966 MAYBE DISTURBED. AD1261 AD1261 STATION RECOVERY (1987) AD1261 AD1261'RECOVERY NOTE BY US POWER SQUADRON 1987 (HEA) AD1261'RECOVERED IN GOOD CONDITION. AD1261 AD1261 STATION RECOVERY (1988) AD1261 AD1261'RECOVERY NOTE BY US POWER SQUADRON 1988 (DHP) AD1261'RECOVERED IN GOOD CONDITION. AD1261 AD1261 STATION RECOVERY (1989) AD1261 AD1261'RECOVERY NOTE BY US POWER SQUADRON 1989 (HEA) AD1261'RECOVERED IN GOOD CONDITION. AD1261 AD1261 STATION RECOVERY (1990) AD1261 AD1261'RECOVERY NOTE BY US POWER SQUADRON 1990 (RCH) AD1261'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AD1266 *********************************************************************** AD1266 DESIGNATION - Z 243 RESET 1966 AD1266 PID - AD1266 AD1266 STATE/COUNTY- FL/COLLIER AD1266 USGS QUAD - NAPLES NORTH (1987) AD1266 AD1266 *CURRENT SURVEY CONTROL AD1266 ___________________________________________________________________ AD1266* NAD 83(1986)- 26 11 25. (N) 081 47 59. (W) SCALED AD1266* NAVD 88 - 4.12 (meters) 13.5 (feet) RESET AD1266 ___________________________________________________________________ AD1266 GEOID HEIGHT- -23.46 (meters) GEOID99 AD1266 AD1266 VERT ORDER - THIRD AD1266 AD1266.The horizontal coordinates were scaled from a topographic map and have AD1266.an estimated accuracy of +/- 6 seconds. AD1266 AD1266.The orthometric height was computed from unverified reset data. AD1266 AD1266.The geoid height was determined by GEOID99. AD1266 AD1266; North East Units Estimated Accuracy AD1266;SPC FL E - 205,940. 120,070. MT (+/- 180 meters Scaled) AD1266 AD1266 SUPERSEDED SURVEY CONTROL AD1266 AD1266 NGVD 29 - 4.50 (m) 14.8 (f) RESET 3 AD1266 AD1266.Superseded values are not recommended for survey control. AD1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AD1266.See file dsdata.txt to determine how the superseded data were derived. AD1266 AD1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ200970(NAD 83) AD1266_MARKER: DB = BENCH MARK DISK AD1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AD1266_STAMPING: Z 243 RESET 1966 AD1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AD1266+STABILITY: SURFACE MOTION AD1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AD1266+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2001 AD1266 AD1266 HISTORY - Date Condition Report By AD1266 HISTORY - 1966 MONUMENTED CGS AD1266 HISTORY - 1978 GOOD USPSQD AD1266 HISTORY - 1984 GOOD USPSQD AD1266 HISTORY - 1987 MARK NOT FOUND USPSQD AD1266 HISTORY - 1988 GOOD USPSQD AD1266 HISTORY - 1989 GOOD USPSQD AD1266 HISTORY - 1990 GOOD USPSQD AD1266 HISTORY - 1990 GOOD USPSQD AD1266 HISTORY - 20010126 GOOD USPSQD AD1266 AD1266 STATION DESCRIPTION AD1266 AD1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 AD1266'3.2 MI N FROM NAPLES. AD1266'ABOUT 3.3 MILES N ALONG NO. 1 U.S. HWY. OR NINTH STREET FROM AD1266'THE TURN IN THE HWY. OR THE JUNCTION OF TAMIAMI TRAIL OR S. AD1266'FIFTH AVENUE WITH NINTH STREET, OR 3.2 MILES N ALONG SAME FROM AD1266'THE POST OFFICE IN NAPLES, ABOUT 65 YARDS S OF THE CREST OF AD1266'VERY SLIGHT RIDGE, ABOUT 87 FEET W OF CENTER LINE OF HWY. MEDIAN AD1266'STRIP, 10 FEET W OF W RIGHT-OF-WAY LINE OF HWY. WHICH WILL BE AD1266'W EDGE OF CONCRETE SIDEWALK, 40 FEET N OF PROJECTED CENTER AD1266'LINE OF MICHIGAN AVENUE FROM THE E (THERE IS NO MICHIGAN AVE. AD1266'W AT THIS WRITING), 2.2 FEET S OF STEEL WITNESS POST, AND FLUSH AD1266'WITH THE GROUND. AD1266 AD1266 STATION RECOVERY (1978) AD1266 AD1266'RECOVERY NOTE BY US POWER SQUADRON 1978 (HEA) AD1266'RECOVERED IN GOOD CONDITION. AD1266 AD1266 STATION RECOVERY (1984) AD1266 AD1266'RECOVERY NOTE BY US POWER SQUADRON 1984 AD1266'DECRIPTION IS CURRENT EXCEPT REFERENCE TO NO. 1 U.S. HWY. SHOULD BE AD1266'NO. 41 U.S. HWY. ALSO, SLIGHT RIDGE HAS BEEN GRADED OFF. WITNESS POST AD1266'INTACT. AD1266 AD1266 STATION RECOVERY (1987) AD1266 AD1266'RECOVERY NOTE BY US POWER SQUADRON 1987 (HEA) AD1266'MARK NOT FOUND. AD1266 AD1266 STATION RECOVERY (1988) AD1266 AD1266'RECOVERY NOTE BY US POWER SQUADRON 1988 (DHP) AD1266'RECOVERED IN GOOD CONDITION. AD1266 AD1266 STATION RECOVERY (1989) AD1266 AD1266'RECOVERY NOTE BY US POWER SQUADRON 1989 (HEA) AD1266'RECOVERED IN GOOD CONDITION. AD1266 AD1266 STATION RECOVERY (1990) AD1266 AD1266'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA) AD1266'RECOVERED IN GOOD CONDITION. AD1266 AD1266 STATION RECOVERY (1990) AD1266 AD1266'RECOVERY NOTE BY US POWER SQUADRON 1990 (DA) AD1266'RECOVERED IN GOOD CONDITION. AD1266 AD1266 STATION RECOVERY (2001) AD1266 AD1266'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG) AD1266'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AC0437 *********************************************************************** AC0437 DESIGNATION - Z 249 RESET 1976 AC0437 PID - AC0437 AC0437 STATE/COUNTY- FL/COLLIER AC0437 USGS QUAD - WEAVERS STATION (1972) AC0437 AC0437 *CURRENT SURVEY CONTROL AC0437 ___________________________________________________________________ AC0437* NAD 83(1986)- 25 55 21. (N) 081 24 59. (W) SCALED AC0437* NAVD 88 - 1.09 (+/-2cm) 3.6 (feet) VERTCON AC0437 ___________________________________________________________________ AC0437 GEOID HEIGHT- -23.63 (meters) GEOID99 AC0437 AC0437 VERT ORDER - THIRD (See Below) AC0437 AC0437.The horizontal coordinates were scaled from a topographic map and have AC0437.an estimated accuracy of +/- 6 seconds. AC0437 AC0437.The NAVD 88 height was computed by applying the VERTCON shift value to AC0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC0437.The vertical order pertains to the superseded datum. AC0437 AC0437.The geoid height was determined by GEOID99. AC0437 AC0437; North East Units Estimated Accuracy AC0437;SPC FL E - 176,100. 158,290. MT (+/- 180 meters Scaled) AC0437 AC0437 SUPERSEDED SURVEY CONTROL AC0437 AC0437 NGVD 29 - 1.50 (m) 4.9 (f) RESET 3 AC0437 AC0437.Superseded values are not recommended for survey control. AC0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC0437.See file dsdata.txt to determine how the superseded data were derived. AC0437 AC0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ583671(NAD 83) AC0437_MARKER: DB = BENCH MARK DISK AC0437_SETTING: 36 = BRIDGE AC0437_STAMPING: Z 249 RESET 1976 AC0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC0437 AC0437 HISTORY - Date Condition Report By AC0437 HISTORY - 1976 MONUMENTED NGS AC0437 HISTORY - 19991231 MARK NOT FOUND USPSQD AC0437 AC0437 STATION DESCRIPTION AC0437 AC0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AC0437'3.8 MI NW FROM CARNESTOWN. AC0437'8.3 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE AC0437'STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN OCHOPEE), AC0437'OR 3.75 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION AC0437'WITH STATE HIGHWAY 29 IN CARNESTOWN, 12.5 FEET SOUTHWEST OF THE AC0437'CENTER LINE OF U.S. HIGHWAY 41 AND A DISK SET FLUSH IN THE AC0437'SOUTHWEST CORNER OF THE CONCRETE FLOOR OF BRIDGE 70. AC0437 AC0437 STATION RECOVERY (1999) AC0437 AC0437'RECOVERY NOTE BY US POWER SQUADRON 1999 AC0437'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 AD1239 *********************************************************************** AD1239 DESIGNATION - Z 250 RESET 1973 AD1239 PID - AD1239 AD1239 STATE/COUNTY- FL/COLLIER AD1239 USGS QUAD - NAPLES NORTH (1987) AD1239 AD1239 *CURRENT SURVEY CONTROL AD1239 ___________________________________________________________________ AD1239* NAD 83(1986)- 26 07 37. (N) 081 46 00. (W) SCALED AD1239* NAVD 88 - 2.53 (meters) 8.3 (feet) RESET AD1239 ___________________________________________________________________ AD1239 GEOID HEIGHT- -23.38 (meters) GEOID99 AD1239 AD1239 VERT ORDER - THIRD AD1239 AD1239.The horizontal coordinates were scaled from a topographic map and have AD1239.an estimated accuracy of +/- 6 seconds. AD1239 AD1239.The orthometric height was computed from unverified reset data. AD1239 AD1239.The geoid height was determined by GEOID99. AD1239 AD1239; North East Units Estimated Accuracy AD1239;SPC FL E - 198,900. 123,330. MT (+/- 180 meters Scaled) AD1239 AD1239 SUPERSEDED SURVEY CONTROL AD1239 AD1239.No superseded survey control is available for this station. AD1239 AD1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ233899(NAD 83) AD1239_MARKER: DB = BENCH MARK DISK AD1239_SETTING: 36 = BUILDING AD1239_STAMPING: Z 250 RESET 1973 AD1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AD1239 AD1239 HISTORY - Date Condition Report By AD1239 HISTORY - 1973 MONUMENTED LOCENG AD1239 HISTORY - 1973 GOOD NGS AD1239 HISTORY - 1990 MARK NOT FOUND USPSQD AD1239 AD1239 STATION DESCRIPTION AD1239 AD1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AD1239'AT NAPLES. AD1239'AT NAPLES, AT THE COLLIER COUNTY COURTHOUSE, ON THE SOUTH SIDE AD1239'OF BUILDING C, 26.5 FEET NORTHEAST OF A 12-INCH PINE TREE, 16.5 AD1239'FEET NORTH OF THE CENTER OF A CONCRETE SIDE WALK, 14.5 FEET SOUTH AD1239'OF THE SOUTH ENTRANCE TO BUILDING C, ON THE EAST SIDE OF THE SOUTH AD1239'STEPS TO BUILDING C, A STANDARD DISK CEMENTED IN A DRILL HOLE ON AD1239'THE 3RD STEP FROM THE GROUND. AD1239 AD1239 STATION RECOVERY (1990) AD1239 AD1239'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA) AD1239'MARK NOT FOUND.