1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JT9607 *********************************************************************** JT9607 DESIGNATION - E 205 RESET JT9607 PID - JT9607 JT9607 STATE/COUNTY- CA/SONOMA JT9607 USGS QUAD - SANTA ROSA (1994) JT9607 JT9607 *CURRENT SURVEY CONTROL JT9607 ___________________________________________________________________ JT9607* NAD 83(1986)- 38 26 48. (N) 122 41 13. (W) SCALED JT9607* NAVD 88 - 63.08 (+/-2cm) 207.0 (feet) VERTCON JT9607 ___________________________________________________________________ JT9607 GEOID HEIGHT- -31.18 (meters) GEOID99 JT9607 JT9607 VERT ORDER - THIRD (See Below) JT9607 JT9607.The horizontal coordinates were scaled from a topographic map and have JT9607.an estimated accuracy of +/- 6 seconds. JT9607 JT9607.The NAVD 88 height was computed by applying the VERTCON shift value to JT9607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JT9607.The vertical order pertains to the superseded datum. JT9607 JT9607.The geoid height was determined by GEOID99. JT9607 JT9607; North East Units Estimated Accuracy JT9607;SPC CA 2 - 586,810. 1,940,030. MT (+/- 180 meters Scaled) JT9607 JT9607 SUPERSEDED SURVEY CONTROL JT9607 JT9607 NGVD 29 - 62.23 (m) 204.2 (f) RESET 3 JT9607 JT9607.Superseded values are not recommended for survey control. JT9607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT9607.See file dsdata.txt to determine how the superseded data were derived. JT9607 JT9607_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH273554(NAD 83) JT9607_MARKER: DV = VERTICAL CONTROL DISK JT9607_SETTING: 31 = SIDEWALK JT9607_STAMPING: E 205 RESET 1989 JT9607_MARK LOGO: NGS JT9607_MAGNETIC: N = NO MAGNETIC MATERIAL JT9607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JT9607 JT9607 HISTORY - Date Condition Report By JT9607 HISTORY - 1989 MONUMENTED CA3490 JT9607 JT9607 STATION DESCRIPTION JT9607 JT9607'DESCRIBED BY CITY OF SANTA ROSA CALIFORNIA 1989 JT9607'0.9 MILES (1.4 KM) NORTHEAST ALONG STATE HIGHWAY 12 FROM THE SONOMA JT9607'COUNTY FAIRGROUNDS IN SANTA ROSA, THENCE 0.8 MILES (1.3 KM) NORTH JT9607'ALONG FARMERS LANE, AT ST. EUGENES CATHOLIC CHURCH, 115 FEET JT9607'(35.1 M) NORTH OF THE CENTERLINE OF MONTGOMERY DRIVE, 80 FEET JT9607'(24.4 M) EAST OF THE CENTERLINE OF FARMERS LANE, NEAR THE WEST END OF JT9607'THE FIRST STEP OF THE CHURCH. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH2568 *********************************************************************** AH2568 DESIGNATION - F 239 RESET AH2568 PID - AH2568 AH2568 STATE/COUNTY- CA/SONOMA AH2568 USGS QUAD - CAMP MEEKER (1971) AH2568 AH2568 *CURRENT SURVEY CONTROL AH2568 ___________________________________________________________________ AH2568* NAD 83(1986)- 38 27 36. (N) 122 52 34. (W) SCALED AH2568* NAVD 88 - 67.07 (+/-2cm) 220.0 (feet) VERTCON AH2568 ___________________________________________________________________ AH2568 GEOID HEIGHT- -31.44 (meters) GEOID99 AH2568 AH2568 VERT ORDER - THIRD (See Below) AH2568 AH2568.The horizontal coordinates were scaled from a topographic map and have AH2568.an estimated accuracy of +/- 6 seconds. AH2568 AH2568.The NAVD 88 height was computed by applying the VERTCON shift value to AH2568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH2568.The vertical order pertains to the superseded datum. AH2568 AH2568.The geoid height was determined by GEOID99. AH2568 AH2568; North East Units Estimated Accuracy AH2568;SPC CA 2 - 588,430. 1,923,540. MT (+/- 180 meters Scaled) AH2568 AH2568 SUPERSEDED SURVEY CONTROL AH2568 AH2568 NGVD 29 - 66.21 (m) 217.2 (f) RESET 3 AH2568 AH2568.Superseded values are not recommended for survey control. AH2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH2568.See file dsdata.txt to determine how the superseded data were derived. AH2568 AH2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH108568(NAD 83) AH2568_MARKER: DV = VERTICAL CONTROL DISK AH2568_SETTING: 31 = DRAINAGE INLET AH2568_STAMPING: F 239 RESET 1974 AH2568_MARK LOGO: NGS AH2568_PROJECTION: FLUSH AH2568_MAGNETIC: N = NO MAGNETIC MATERIAL AH2568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AH2568 AH2568 HISTORY - Date Condition Report By AH2568 HISTORY - 1974 MONUMENTED CADT AH2568 AH2568 STATION DESCRIPTION AH2568 AH2568'DESCRIBED BY CALTRANS 1974 (ERB) AH2568'1.4 MILES (2.3 KM) SOUTH ALONG THE GRAVENSTEIN HIGHWAY (STATE SIGN AH2568'ROUTE 116) FROM FORESTVILLE, AT A PRIVATE DRIVEWAY, 29 FEET (8.8 M) AH2568'SOUTH OF JOINT POLE NO 500, 18 FEET (5.5 M) NORTHEAST OF CENTERLINE OF AH2568'HIGHWAY, NEAR MAIL BOX FOR 5215 GRAVENSTEIN HIGHWAY, SET IN CONCRETE AH2568'RIM OF A DRAINAGE INLET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH2563 *********************************************************************** AH2563 DESIGNATION - F 475 RESET AH2563 PID - AH2563 AH2563 STATE/COUNTY- CA/SONOMA AH2563 USGS QUAD - PETALUMA RIVER (1980) AH2563 AH2563 *CURRENT SURVEY CONTROL AH2563 ___________________________________________________________________ AH2563* NAD 83(1986)- 38 14 04. (N) 122 35 37. (W) SCALED AH2563* NAVD 88 - 9.86 (+/-2cm) 32.3 (feet) VERTCON AH2563 ___________________________________________________________________ AH2563 GEOID HEIGHT- -31.60 (meters) GEOID99 AH2563 AH2563 VERT ORDER - THIRD (See Below) AH2563 AH2563.The horizontal coordinates were scaled from a topographic map and have AH2563.an estimated accuracy of +/- 6 seconds. AH2563 AH2563.The NAVD 88 height was computed by applying the VERTCON shift value to AH2563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH2563.The vertical order pertains to the superseded datum. AH2563 AH2563.The geoid height was determined by GEOID99. AH2563 AH2563; North East Units Estimated Accuracy AH2563;SPC CA 2 - 563,200. 1,948,030. MT (+/- 180 meters Scaled) AH2563 AH2563 SUPERSEDED SURVEY CONTROL AH2563 AH2563 NGVD 29 - 9.03 (m) 29.6 (f) RESET 3 AH2563 AH2563.Superseded values are not recommended for survey control. AH2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH2563.See file dsdata.txt to determine how the superseded data were derived. AH2563 AH2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH355319(NAD 83) AH2563_MARKER: DV = VERTICAL CONTROL DISK AH2563_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AH2563_STAMPING: F 475 RESET 1978 AH2563_MARK LOGO: NGS AH2563_PROJECTION: FLUSH AH2563_MAGNETIC: N = NO MAGNETIC MATERIAL AH2563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH2563+STABILITY: SURFACE MOTION AH2563 AH2563 HISTORY - Date Condition Report By AH2563 HISTORY - 1978 MONUMENTED NGS AH2563 AH2563 STATION DESCRIPTION AH2563 AH2563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 AH2563'0.1 MILE (0.2 KM) NORTHEAST ALONG EAST WASHINGTON STREET FROM THE AH2563'NORTHWESTERN PACIFIC RAILROAD STATION AT PETALUMA, THENCE 2 MILES (3.2 AH2563'KM) EAST ALONG STATE HIGHWAY 116, AT THE JUNCTION OF EVATES ROAD AH2563'LEADING NORTHEAST, AND A PAVED ROAD LEADING NORTHWEST, NEAR THE EAST AH2563'END OF A FENCE AROUND THE CALIFORNIA WATER COMPANY PUMPING STATION NO AH2563'5, 120 FEET (36.6 M) NORTHWEST OF THE CENTER OF THE ROAD JUNCTION, AH2563'53.5 FEET (16.3 M) NORTH OF THE CENTERLINE OF THE HIGHWAY, 19.0 FEET AH2563'(5.8 M) WEST OF GUYED POWER POLE 1/8, 5.1FEET EAST OF A FENCE CORNER AH2563'POST, 1.2 FEET (0.4 M) EAST OF A METAL WITNESS POST, 0.6 FEET (18.3 AH2563'CM) SOUTH OF A FENCE LINE, ABOUT 3 FEET (0.9 M) LOWER THAN THE AH2563'HIGHWAY, A DISK ATTACHED TO THE TOP OF AN ALUMINUM MONUMENT, AH2563'PROJECTING 0.1 FOOT (3.0 CM) ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AF9892 *********************************************************************** AF9892 DESIGNATION - H 205 RESET AF9892 PID - AF9892 AF9892 STATE/COUNTY- CA/SONOMA AF9892 USGS QUAD - KENWOOD (1980) AF9892 AF9892 *CURRENT SURVEY CONTROL AF9892 ___________________________________________________________________ AF9892* NAD 83(1986)- 38 26 23. (N) 122 36 23. (W) SCALED AF9892* NAVD 88 - 129.75 (+/-2cm) 425.7 (feet) VERTCON AF9892 ___________________________________________________________________ AF9892 GEOID HEIGHT- -31.01 (meters) GEOID99 AF9892 AF9892 VERT ORDER - THIRD (See Below) AF9892 AF9892.The horizontal coordinates were scaled from a topographic map and have AF9892.an estimated accuracy of +/- 6 seconds. AF9892 AF9892.The NAVD 88 height was computed by applying the VERTCON shift value to AF9892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF9892.The vertical order pertains to the superseded datum. AF9892 AF9892.The geoid height was determined by GEOID99. AF9892 AF9892; North East Units Estimated Accuracy AF9892;SPC CA 2 - 585,990. 1,947,060. MT (+/- 180 meters Scaled) AF9892 AF9892 SUPERSEDED SURVEY CONTROL AF9892 AF9892 NGVD 29 - 128.88 (m) 422.8 (f) RESET 3 AF9892 AF9892.Superseded values are not recommended for survey control. AF9892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF9892.See file dsdata.txt to determine how the superseded data were derived. AF9892 AF9892_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH343546(NAD 83) AF9892_MARKER: DV = VERTICAL CONTROL DISK AF9892_SETTING: 31 = GUARDRAIL AF9892_STAMPING: H 205 RESET 1977 AF9892_MARK LOGO: NGS AF9892_MAGNETIC: N = NO MAGNETIC MATERIAL AF9892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AF9892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AF9892+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2002 AF9892 AF9892 HISTORY - Date Condition Report By AF9892 HISTORY - 1977 MONUMENTED NGS AF9892 HISTORY - 20020411 GOOD INDIV AF9892 AF9892 STATION DESCRIPTION AF9892 AF9892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 AF9892'3.4 MILES (5.5 KM) NORTHWEST ALONG STATE HIGHWAY 12 FROM THE POST AF9892'OFFICE AT KENWOOD, THENCE 0.35 MILE (0.56 KM) SOUTH ALONG OAKMONT AF9892'DRIVE, THENCE 0.15 MILE (0.24 KM) WEST ALONG WHITE OAK DRIVE, AT AF9892'OAKMONT, SET IN THE TOP OF A 1 X 4 FOOT (1.2 M) BY 2 1/2 FEET HIGH AF9892'COVE GUARD RAIL OVER THE SOUTHWEST ABUTMENT OF THE WEST CORNER OF A AF9892'CONCRETE BRIDGE OVER A FLOOD CONTROL CANAL, 26 FEET (7.9 M) NORTHWEST AF9892'OF THE CENTERLINE OF WHITE OAK DRIVE, 48 FEET (14.6 M) NORTHEAST OF AF9892'THE CENTERLINE OF CONEY DRIVE AND 1.0 FOOT (0.3 M) NORTHEAST OF THE AF9892'SOUTHWEST END OF THE GUARDRAIL. AF9892 AF9892 STATION RECOVERY (2002) AF9892 AF9892'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (AES) AF9892'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JT1966 *********************************************************************** JT1966 DESIGNATION - LYTTON RM 2 JT1966 PID - JT1966 JT1966 STATE/COUNTY- CA/SONOMA JT1966 USGS QUAD - JIMTOWN (1993) JT1966 JT1966 *CURRENT SURVEY CONTROL JT1966 ___________________________________________________________________ JT1966* NAD 83(1986)- 38 39 27. (N) 122 52 17. (W) SCALED JT1966* NAVD 88 - 57.32 (meters) 188.1 (feet) RESET JT1966 ___________________________________________________________________ JT1966 GEOID HEIGHT- -30.82 (meters) GEOID99 JT1966 JT1966 VERT ORDER - THIRD JT1966 JT1966.The horizontal coordinates were scaled from a topographic map and have JT1966.an estimated accuracy of +/- 6 seconds. JT1966 JT1966.The orthometric height was computed from unverified reset data. JT1966 JT1966.The geoid height was determined by GEOID99. JT1966 JT1966; North East Units Estimated Accuracy JT1966;SPC CA 2 - 610,350. 1,924,160. MT (+/- 180 meters Scaled) JT1966 JT1966 SUPERSEDED SURVEY CONTROL JT1966 JT1966 NGVD 29 - 56.446 (m) 185.19 (f) ADJ UNCH 1 2 JT1966 JT1966.Superseded values are not recommended for survey control. JT1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT1966.See file dsdata.txt to determine how the superseded data were derived. JT1966 JT1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH111787(NAD 83) JT1966_MARKER: DR = REFERENCE MARK DISK JT1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JT1966_STAMPING: lYTTON NO 2 1949 JT1966_MARK LOGO: CGS JT1966 JT1966 HISTORY - Date Condition Report By JT1966 HISTORY - 1949 MONUMENTED CGS JT1966 HISTORY - 1975 GOOD NGS JT1966 HISTORY - 1987 MARK NOT FOUND NGS JT1966 JT1966 STATION DESCRIPTION JT1966 JT1966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RRG) JT1966'3.85 MILES NORTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM THE JT1966'STATION AT HEALDSBURG, 0.1 MILE SOUTH OF A ROAD CROSSING, 5 POLES JT1966'SOUTH OF MILE POLE NO. 72, 117 FEET SOUTHWEST OF THE 5TH POLE JT1966'SOUTHEAST OF MILE POLE 72, 114 FEET WEST OF AND ACROSS THE TRACK JT1966'FROM THE CENTERLINE OF LYTTON STATION ROAD, 51.8 FEET WEST OF THE JT1966'WEST RAIL OF THE TRACK, 22.7 FEET SOUTH SOUTHWEST OF LYTTON JT1966'TRIANGULATION STATION, 3.0 FEET NORTH OF A WITNESS POST, A DISK IN JT1966'THE TOP OF A CONCRETE POST PROJECTING 0.3 OF A FOOT AND ABOUT JT1966'LEVEL WITH THE TRACK. JT1966 JT1966 STATION RECOVERY (1987) JT1966 JT1966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 JT1966'THE CONCRETE POST WAS FOUND OUT OF THE GROUND WITH THE DISK MISSING. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JT9591 *********************************************************************** JT9591 DESIGNATION - LYTTON RM 4 JT9591 PID - JT9591 JT9591 STATE/COUNTY- CA/SONOMA JT9591 USGS QUAD - JIMTOWN (1993) JT9591 JT9591 *CURRENT SURVEY CONTROL JT9591 ___________________________________________________________________ JT9591* NAD 83(1986)- 38 39 26. (N) 122 52 18. (W) SCALED JT9591* NAVD 88 - 57.34 (meters) 188.1 (feet) RESET JT9591 ___________________________________________________________________ JT9591 GEOID HEIGHT- -30.82 (meters) GEOID99 JT9591 JT9591 VERT ORDER - THIRD JT9591 JT9591.The horizontal coordinates were scaled from a topographic map and have JT9591.an estimated accuracy of +/- 6 seconds. JT9591 JT9591.The orthometric height was computed from unverified reset data. JT9591 JT9591.The geoid height was determined by GEOID99. JT9591 JT9591; North East Units Estimated Accuracy JT9591;SPC CA 2 - 610,320. 1,924,130. MT (+/- 180 meters Scaled) JT9591 JT9591 SUPERSEDED SURVEY CONTROL JT9591 JT9591 NGVD 29 - 56.48 (m) 185.3 (f) RESET 3 JT9591 JT9591.Superseded values are not recommended for survey control. JT9591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT9591.See file dsdata.txt to determine how the superseded data were derived. JT9591 JT9591_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH111787(NAD 83) JT9591_MARKER: DR = REFERENCE MARK DISK JT9591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JT9591_STAMPING: LYTTON 1949 NO 4 1985 JT9591_MARK LOGO: NGS JT9591_MAGNETIC: N = NO MAGNETIC MATERIAL JT9591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JT9591+STABILITY: SURFACE MOTION JT9591 JT9591 HISTORY - Date Condition Report By JT9591 HISTORY - 1985 MONUMENTED NGS JT9591 JT9591 STATION DESCRIPTION JT9591 JT9591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 JT9591'AT THE WEST EDGE OF LYTTON, 170 METERS (557.7 FT) SOUTH OF LYTTON JT9591'SPRINGS ROAD, 68 METERS (223.1 FT) WEST OF AND ACROSS HEALDSBURG ROAD JT9591'FROM RESIDENCE NUMBER 17720, 64 METERS (210.0 FT) NORTH FROM A FENCE JT9591'CORNER AT A FENCE OFFSET, 20.7 METERS (67.9 FT) WEST FROM THE WEST JT9591'RAIL OF THE TRACKS, 8.2 METERS (26.9 FT) SOUTH FROM THE CENTER OF AN JT9591'ABANDONED ROAD, IN THE TOP OF A 30 CM ROUND CONCRETE POST THAT JT9591'PROJECTS 15 CM. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JT1110 *********************************************************************** JT1110 DESIGNATION - P 106 RESET JT1110 PID - JT1110 JT1110 STATE/COUNTY- CA/SONOMA JT1110 USGS QUAD - HEALDSBURG (1993) JT1110 JT1110 *CURRENT SURVEY CONTROL JT1110 ___________________________________________________________________ JT1110* NAD 83(1986)- 38 31 32. (N) 122 47 52. (W) SCALED JT1110* NAVD 88 - 32.34 (+/-2cm) 106.1 (feet) VERTCON JT1110 ___________________________________________________________________ JT1110 GEOID HEIGHT- -31.17 (meters) GEOID99 JT1110 JT1110 VERT ORDER - THIRD (See Below) JT1110 JT1110.The horizontal coordinates were scaled from a topographic map and have JT1110.an estimated accuracy of +/- 6 seconds. JT1110 JT1110.The NAVD 88 height was computed by applying the VERTCON shift value to JT1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JT1110.The vertical order pertains to the superseded datum. JT1110 JT1110.The geoid height was determined by GEOID99. JT1110 JT1110; North East Units Estimated Accuracy JT1110;SPC CA 2 - 595,650. 1,930,440. MT (+/- 180 meters Scaled) JT1110 JT1110 SUPERSEDED SURVEY CONTROL JT1110 JT1110 NGVD 29 - 31.48 (m) 103.3 (f) RESET 3 JT1110 JT1110.Superseded values are not recommended for survey control. JT1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT1110.See file dsdata.txt to determine how the superseded data were derived. JT1110 JT1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH176641(NAD 83) JT1110_MARKER: DB = BENCH MARK DISK JT1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JT1110_STAMPING: P 106 RESET 1971 JT1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JT1110+STABILITY: SURFACE MOTION JT1110 JT1110 HISTORY - Date Condition Report By JT1110 HISTORY - 1971 MONUMENTED CA3660 JT1110 HISTORY - 1985 GOOD USPSQD JT1110 HISTORY - 1987 MARK NOT FOUND NGS JT1110 JT1110 STATION DESCRIPTION JT1110 JT1110'DESCRIBED BY CITY OF SONOMA CALIFORNIA 1971 JT1110'6.9 MI S FROM HEALDSBURG. JT1110'6.9 MILES SOUTH ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM JT1110'THE STATION AT HEALDSBURG, 3 POLES NORTH OF MILEPOST 61, AT JT1110'CROSSING 61.1, 75 FEET FROM CROSSING, 36 FEET FROM THE CENTER JT1110'LINE OF THE TRACKS, 32 FEET FROM THE CENTER LINE OF THE ROAD, JT1110'2 FEET FROM A FENCE CORNER AND SET IN THE TOP OF A CONCRETE JT1110'POST PROJECTING 6 INCHES ABOVE THE GROUND. JT1110 JT1110 STATION RECOVERY (1985) JT1110 JT1110'RECOVERY NOTE BY US POWER SQUADRON 1985 JT1110'RECOVERED IN GOOD CONDITION. JT1110 JT1110 STATION RECOVERY (1987) JT1110 JT1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 JT1110'THERE HAS BEEN EXTENSIVE GRADEING AT THIS LOCATION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JT9600 *********************************************************************** JT9600 DESIGNATION - Q 1244 RESET JT9600 PID - JT9600 JT9600 STATE/COUNTY- CA/SONOMA JT9600 USGS QUAD - THE GEYSERS (1993) JT9600 JT9600 *CURRENT SURVEY CONTROL JT9600 ___________________________________________________________________ JT9600* NAD 83(1986)- 38 48 48. (N) 122 48 58. (W) SCALED JT9600* NAVD 88 - 837.75 (+/-2cm) 2748.5 (feet) VERTCON JT9600 ___________________________________________________________________ JT9600 GEOID HEIGHT- -29.92 (meters) GEOID99 JT9600 JT9600 VERT ORDER - THIRD (See Below) JT9600 JT9600.The horizontal coordinates were scaled from a topographic map and have JT9600.an estimated accuracy of +/- 6 seconds. JT9600 JT9600.The NAVD 88 height was computed by applying the VERTCON shift value to JT9600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JT9600.The vertical order pertains to the superseded datum. JT9600 JT9600.The geoid height was determined by GEOID99. JT9600 JT9600; North East Units Estimated Accuracy JT9600;SPC CA 2 - 627,600. 1,929,120. MT (+/- 180 meters Scaled) JT9600 JT9600 SUPERSEDED SURVEY CONTROL JT9600 JT9600 NGVD 29 - 836.82 (m) 2745.5 (f) RESET 3 JT9600 JT9600.Superseded values are not recommended for survey control. JT9600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT9600.See file dsdata.txt to determine how the superseded data were derived. JT9600 JT9600_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH159960(NAD 83) JT9600_MARKER: DV = VERTICAL CONTROL DISK JT9600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JT9600_STAMPING: Q 1244 RESET 1985 JT9600_MARK LOGO: NGS JT9600_MAGNETIC: N = NO MAGNETIC MATERIAL JT9600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JT9600+STABILITY: SURFACE MOTION JT9600 JT9600 HISTORY - Date Condition Report By JT9600 HISTORY - 1985 MONUMENTED LOCENG JT9600 JT9600 STATION DESCRIPTION JT9600 JT9600'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 JT9600'4.5 MILES (7.2 KM) NORTHWEST ALONG STATE HIGHWAY 175 FROM THE POST JT9600'OFFICE IN MIDDLETOWN, THENCE 5.5 MILES (8.9 KM) WEST ALONG SOCRATES JT9600'MINE ROAD, THENCE 0.15 MILE (0.24 KM) NORTH ALONG A DIRT ROAD, THENCE JT9600'10.45 MILES (16.82 KM) NORTHWEST ALONG A GRADED ROAD (BURNED MOUNTAIN JT9600'ROAD), AT THE WEST END OF A CURVE, AT THE EAST SIDE OF A LARGE JT9600'CLEARING. MONUMENT IS PLACED ABOVE ROAD CUT ON NORTH SIDE OF BRUSH JT9600'LINE AT A HORSE SHOE TURN TO THE LEFT ON BIG SULFUR CREEK ROAD JT9600'TRAVELING UP HILL IN GEYSERS GEOTHERMAL AREA. SET IN CONCRETE JT9600'POSITION IS APPROXIMATELY N 60 DEGREES E, 320 FEET (97.5 M) FROM OLD JT9600'BENCH MARK. THERE IS A 8 INCH PINE 7.0 FEET (2.1 M) IN A JT9600'SOUTHWESTERLY DIRECTION AND A ORANGE CARSONITE SIGN 5.0 FEET (1.5 M) JT9600'NORTH. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JT9608 *********************************************************************** JT9608 DESIGNATION - W 1396 RESET JT9608 PID - JT9608 JT9608 STATE/COUNTY- CA/SONOMA JT9608 USGS QUAD - SEBASTOPOL (1980) JT9608 JT9608 *CURRENT SURVEY CONTROL JT9608 ___________________________________________________________________ JT9608* NAD 83(1986)- 38 25 43. (N) 122 46 10. (W) SCALED JT9608* NAVD 88 - 29.47 (meters) 96.7 (feet) RESET JT9608 ___________________________________________________________________ JT9608 GEOID HEIGHT- -31.42 (meters) GEOID99 JT9608 JT9608 VERT ORDER - THIRD JT9608 JT9608.The horizontal coordinates were scaled from a topographic map and have JT9608.an estimated accuracy of +/- 6 seconds. JT9608 JT9608.The orthometric height was computed from unverified reset data. JT9608.No vertical observational check was made to the station. JT9608 JT9608.The geoid height was determined by GEOID99. JT9608 JT9608; North East Units Estimated Accuracy JT9608;SPC CA 2 - 584,870. 1,932,820. MT (+/- 180 meters Scaled) JT9608 JT9608 SUPERSEDED SURVEY CONTROL JT9608 JT9608 NGVD 29 - 28.62 (m) 93.9 (f) RESET 3 JT9608 JT9608.Superseded values are not recommended for survey control. JT9608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT9608.See file dsdata.txt to determine how the superseded data were derived. JT9608 JT9608_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH201533(NAD 83) JT9608_MARKER: I = METAL ROD JT9608_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) JT9608_STAMPING: W 1396 RESET 1991 JT9608_MARK LOGO: NGS JT9608_PROJECTION: RECESSED 2 CENTIMETERS JT9608_MAGNETIC: N = NO MAGNETIC MATERIAL JT9608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JT9608_ROD/PIPE-DEPTH: 10.7 meters JT9608 JT9608 HISTORY - Date Condition Report By JT9608 HISTORY - 1991 MONUMENTED CA3490 JT9608 JT9608 STATION DESCRIPTION JT9608 JT9608'DESCRIBED BY CITY OF SANTA ROSA CALIFORNIA 1991 JT9608'3.0 MILES (4.8 KM) WESTERLY ALONG STATE HIGHWAY 12 FROM THE JUNCTION JT9608'OF US HIGHWAY 101 IN SANTA ROSA, OR 3.55 MILES (5.71 KM) EASTERLY JT9608'ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF MAIN STREET IN JT9608'SEBASTOPOL, 474 FEET (144.5 M) NORTHERLY OF THE CENTERLINE OF STATE JT9608'HIGHWAY 12, 60 FEET (18.3 M) WESTERLY OF THE CENTERLINE OF FULTON JT9608'ROAD, 43 1/2 FEET SOUTHERLY OF THE CENTERLINE OF OCCIDENTAL ROAD, 6.5 JT9608'FEET (2.0 M) NORTHEASTERLY (RADIAL) OF THE CURB FACE OF THE SOUTHWEST JT9608'CURB RETURN AT FULTON ROAD AND OCCIDENTAL ROAD. A BRASS TAG STAMPED W JT9608'1396 RESET 1991 WAS WIRED TO THE SHORTENED STAINLESS STEEL ROD. NO JT9608'SLEEVE WAS SET AROUND THE ROD MARK.