1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 JS4252 *********************************************************************** JS4252 DESIGNATION - CALVINE JS4252 PID - JS4252 JS4252 STATE/COUNTY- CA/SACRAMENTO JS4252 USGS QUAD - ELK GROVE (1979) JS4252 JS4252 *CURRENT SURVEY CONTROL JS4252 ___________________________________________________________________ JS4252* NAD 83(1992)- 38 27 09.10756(N) 121 16 38.07729(W) ADJUSTED JS4252* NAVD 88 - 28. (meters) 92. (feet) SCALED JS4252 ___________________________________________________________________ JS4252 EPOCH DATE - 1991.35 JS4252 LAPLACE CORR- 6.10 (seconds) DEFLEC99 JS4252 GEOID HEIGHT- -30.35 (meters) GEOID03 JS4252 JS4252 HORZ ORDER - SECOND JS4252 JS4252.The horizontal coordinates were established by classical geodetic methods JS4252.and adjusted by the National Geodetic Survey in March 1994. JS4252.The horizontal coordinates are valid at the epoch date displayed above. JS4252.The epoch date for horizontal control is a decimal equivalence JS4252.of Year/Month/Day. JS4252 JS4252.The orthometric height was scaled from a topographic map. JS4252 JS4252.The Laplace correction was computed from DEFLEC99 derived deflections. JS4252 JS4252.The geoid height was determined by GEOID03. JS4252 JS4252; North East Units Scale Factor Converg. JS4252;SPC CA 2 - 587,486.871 2,063,087.154 MT 0.99997511 +0 27 20.4 JS4252;SPC CA 2 - 1,927,446.51 6,768,645.10 sFT 0.99997511 +0 27 20.4 JS4252;UTM 10 - 4,257,431.720 650,324.413 MT 0.99987829 +1 04 17.5 JS4252 JS4252! - Elev Factor x Scale Factor = Combined Factor JS4252!SPC CA 2 - 1.00000041 x 0.99997511 = 0.99997552 JS4252!UTM 10 - 1.00000041 x 0.99987829 = 0.99987870 JS4252 JS4252: Primary Azimuth Mark Grid Az JS4252:SPC CA 2 - CALVINE AZ MK 271 22 13.1 JS4252:UTM 10 - CALVINE AZ MK 270 45 16.0 JS4252 JS4252|---------------------------------------------------------------------| JS4252| PID Reference Object Distance Geod. Az | JS4252| dddmmss.s | JS4252| JS4254 STATE SURV MK NR CALVINE 1954 22.674 METERS 03748 | JS4252| DB4241 CALVINE RM 1 41.233 METERS 06758 | JS4252| DB4242 CALVINE RM 2 29.544 METERS 19322 | JS4252| JS4253 ELK GROVE MUNICIPAL TANK APPROX. 8.9 KM 2374528.3 | JS4252| DB4240 CALVINE AZ MK 2714933.5 | JS4252|---------------------------------------------------------------------| JS4252 JS4252 SUPERSEDED SURVEY CONTROL JS4252 JS4252 NAD 83(1986)- 38 27 09.09712(N) 121 16 38.07305(W) AD(1984.00) 2 JS4252 NAD 27 - 38 27 09.42100(N) 121 16 34.25700(W) AD( ) 2 JS4252 JS4252.Superseded values are not recommended for survey control. JS4252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4252.See file dsdata.txt to determine how the superseded data were derived. JS4252 JS4252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH5032457432(NAD 83) JS4252_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION JS4252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS4252 JS4252 HISTORY - Date Condition Report By JS4252 HISTORY - 1954 MONUMENTED CGS JS4252 HISTORY - 1970 SEE DESCRIPTION NGS JS4252 HISTORY - 1989 GOOD USPSQD JS4252 HISTORY - 20020707 MARK NOT FOUND CADWR JS4252 JS4252 STATION DESCRIPTION JS4252 JS4252'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB) JS4252'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF ELK GROVE, JS4252'6 MILES SOUTHWEST OF SLOUGHHOUSE AND 5 MILES SOUTHEAST OF JS4252'FLORIN, IN A TRIANGLE SHAPED PLOT OF GROUND FORMED BY THE JS4252'JUNCTION OF THE CALIFORNIA VINEYARD ROAD WITH THE JS4252'SHELTON-SLOUGHHOUSE ROAD. IT IS 61 FEET WEST OF THE CENTER JS4252'OF THE SHELTON-SLOUGHHOUSE ROAD, 31 FEET SOUTH OF THE CALIFORNIA JS4252'VINEYARD ROAD AND 5 FEET SOUTHWEST OF A WHITE WITNESS POST. JS4252' JS4252'TO REACH THE STATION FROM THE JUNCTION OF THE CALIFORNIA JS4252'VINEYARD ROAD (WHICH IS ABOUT 12 MILES SOUTH OF SACRAMENTO) JS4252'AND U.S. HIGHWAY 99, GO EAST ON THE CALIFORNIA VINEYARD ROAD JS4252'FOR 6.7 MILES TO THE AZIMUTH MARK ON THE LEFT, NORTH. CONTINUE JS4252'EAST FOR 0.4 MILE TO THE SHELTON-SLOUGHHOUSE ROAD AND THE JS4252'STATION AS DESCRIBED. JS4252' JS4252'THE STATION MARK IS A STANDARD DISK STAMPED CALVINE 1954. JS4252'IT IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE JS4252'GROUND. JS4252' JS4252'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CALVINE NO 1 JS4252'1954. IT IS SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 JS4252'INCHES, 24 FEET EAST OF THE CENTER OF THE SHELTON-SLOUGHHOUSE JS4252'ROAD, 4 FEET SOUTH OF A POWERLINE POLE AND 2 FEET WEST OF A JS4252'FENCE. JS4252' JS4252'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CALVINE NO 2 1954. JS4252'IT IS SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES, JS4252'34 FEET WEST OF THE CENTER OF THE SHELTON-SLOUGHHOUSE JS4252'ROAD AND 4 FEET SOUTHEAST OF A FENCE CORNER. JS4252' JS4252'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CALVINE 1954. JS4252'IT IS SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES. JS4252'THE MARK IS LOCATED ABOUT 100 YARDS SOUTH OF THE FIRST RANCH JS4252'HOME WEST OF THE STATION, 29 FEET NORTH OF THE CENTER OF JS4252'THE CALIFORNIA VINEYARD ROAD, 20 FEET EAST OF A FARM DRIVEWAY, JS4252'3 FEET SOUTH OF A FENCE CORNER, AND 2 FEET EAST OF A WITNESS JS4252'POST ON THE WAY TO THE STATION. JS4252' JS4252'THE USC AND GS AND STATE SURVEY MARK IS UNSTAMPED. IT IS SET JS4252'IN A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES AND JS4252'IS 2 FEET SOUTH OF A FENCE CORNER. JS4252 JS4252 STATION RECOVERY (1970) JS4252 JS4252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LS) JS4252'THE STATION MARK, AZIMUTH MARK, USC AND GS AND STATE SURVEY JS4252'MARK, AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION. JS4252'PART OF THE DISK AND PART OF THE REFERENCE MARK 2 CONCRETE JS4252'POST WAS FOUND BROKEN OFF BUT OTHERWISE THE MARK IS IN GOOD JS4252'CONDITION AND SOLID IN THE GROUND. THE 1954 DESCRIPTION IS JS4252'ADEQUATE WITH THE FOLLOWING ADDITION-- JS4252' JS4252'THE STATION IS AT THE JUNCTION OF GRANT LINE ROAD (FORMER JS4252'SHELDON-SLOUGHHOUSE ROAD) AND CALVINE ROAD (FORMER CALIFORNIA JS4252'VINEYARD ROAD). JS4252 JS4252 STATION RECOVERY (1989) JS4252 JS4252'RECOVERY NOTE BY US POWER SQUADRON 1989 (YB) JS4252'RECOVERED IN GOOD CONDITION. JS4252 JS4252 STATION RECOVERY (2002) JS4252 JS4252'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS4252'THE MARK IS LIKELY DESTROYED AS A RESULT OF ROAD IMPROVEMENTS. JS4252'CALVINE 2002 WAS SET FOR THE DELTA SUBSIDENCE NETWORK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AC9246 *********************************************************************** AC9246 HT_MOD - This is a Height Modernization Survey Station. AC9246 DESIGNATION - HPGN D CA CSUS AC9246 PID - AC9246 AC9246 STATE/COUNTY- CA/SACRAMENTO AC9246 USGS QUAD - SACRAMENTO EAST (1992) AC9246 AC9246 *CURRENT SURVEY CONTROL AC9246 ___________________________________________________________________ AC9246* NAD 83(1998)- 38 33 14.57129(N) 121 25 23.72338(W) ADJUSTED AC9246* NAVD 88 - 13.31 (meters) 43.7 (feet) GPS OBS AC9246 ___________________________________________________________________ AC9246 EPOCH DATE - 2004.69 AC9246 X - -2,603,818.214 (meters) COMP AC9246 Y - -4,261,848.094 (meters) COMP AC9246 Z - 3,953,712.117 (meters) COMP AC9246 LAPLACE CORR- 3.88 (seconds) DEFLEC99 AC9246 ELLIP HEIGHT- -17.45 (meters) (09/13/05) GPS OBS AC9246 GEOID HEIGHT- -30.71 (meters) GEOID03 AC9246 AC9246 HORZ ORDER - A AC9246 ELLP ORDER - FOURTH CLASS I AC9246 AC9246.The horizontal coordinates were established by GPS observations AC9246.and adjusted by the National Geodetic Survey in September 2005. AC9246.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC9246.DATUM ITEM on the data sheet items page. AC9246.The horizontal coordinates are valid at the epoch date displayed above. AC9246.The epoch date for horizontal control is a decimal equivalence AC9246.of Year/Month/Day. AC9246 AC9246.The orthometric height was determined by GPS observations and a AC9246.high-resolution geoid model using precise GPS observation and AC9246.processing techniques. AC9246 AC9246.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC9246 AC9246.The Laplace correction was computed from DEFLEC99 derived deflections. AC9246 AC9246.The ellipsoidal height was determined by GPS observations AC9246.and is referenced to NAD 83. AC9246 AC9246.The geoid height was determined by GEOID03. AC9246 AC9246; North East Units Scale Factor Converg. AC9246;SPC CA 2 - 598,664.214 2,050,270.828 MT 0.99995728 +0 21 49.0 AC9246;SPC CA 2 - 1,964,117.51 6,726,596.87 sFT 0.99995728 +0 21 49.0 AC9246;UTM 10 - 4,268,469.047 637,389.790 MT 0.99983245 +0 58 58.3 AC9246 AC9246! - Elev Factor x Scale Factor = Combined Factor AC9246!SPC CA 2 - 1.00000274 x 0.99995728 = 0.99996002 AC9246!UTM 10 - 1.00000274 x 0.99983245 = 0.99983519 AC9246 AC9246 SUPERSEDED SURVEY CONTROL AC9246 AC9246 NAD 83(1998)- 38 33 14.56994(N) 121 25 23.72262(W) AD(2002.53) B AC9246 NAD 83(1992)- 38 33 14.56895(N) 121 25 23.72001(W) AD(1997.30) B AC9246 ELLIP H (07/10/98) -17.45 (m) GP(1997.30) 4 1 AC9246 NAD 83(1992)- 38 33 14.56859(N) 121 25 23.72039(W) AD(1997.30) B AC9246 ELLIP H (05/14/98) -17.36 (m) GP(1997.30) 3 1 AC9246 NAD 83(1992)- 38 33 14.56633(N) 121 25 23.71623(W) AD(1991.35) 1 AC9246 ELLIP H (06/13/97) -17.32 (m) GP(1991.35) 4 2 AC9246 NAVD 88 (06/13/97) 13.30 (m) 43.6 (f) LEVELING 3 AC9246 AC9246.Superseded values are not recommended for survey control. AC9246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC9246.See file dsdata.txt to determine how the superseded data were derived. AC9246 AC9246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3739068469(NAD 83) AC9246_MARKER: DD = SURVEY DISK AC9246_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL AC9246+WITH SETTING: INFORMATION. AC9246_STAMPING: CA-HPGN-DENSIFICATION STA. CSUS 1994 AC9246_MARK LOGO: CADT AC9246_PROJECTION: RECESSED 10 CENTIMETERS AC9246_MAGNETIC: N = NO MAGNETIC MATERIAL AC9246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC9246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC9246+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2004 AC9246_ROD/PIPE-DEPTH: 3.00 meters AC9246 AC9246 HISTORY - Date Condition Report By AC9246 HISTORY - 1994 MONUMENTED CADT AC9246 HISTORY - 19970826 GOOD BOR AC9246 HISTORY - 20020831 GOOD FRAME AC9246 HISTORY - 20030902 GOOD CADT AC9246 HISTORY - 20040811 GOOD BESTOR AC9246 AC9246 STATION DESCRIPTION AC9246 AC9246'DESCRIBED BY CALTRANS 1994 (JCB) AC9246'THE STATION IS LOCATED ON THE CAMPUS OF CALIFORNIA STATE UNIVERSITY, AC9246'SACRAMENTO, ABOUT 4 MI (6.4 KM) EAST OF DOWNTOWN SACRAMENTO. TO REACH AC9246'THE STATION FROM THE U.S. HIGHWAY 50/WATT AVENUE INTERCHANGE, ABOUT 6 AC9246'MI (9.7 KM) EAST OF DOWNTOWN SACRAMENTO, GO WEST ON HIGHWAY 50 FOR AC9246'1.35 MI (2.17 KM) TO THE HOWE AVENUE/POWER INN ROAD OFF-RAMP. TAKE THE AC9246'OFF-RAMP WEST FOR 0.3 MI (0.5 KM) TO THE INTERSECTION WITH HOWE AC9246'AVENUE. CONTINUE STRAIGHT ACROSS THE INTERSECTION AND GO WEST ON AC9246'COLLEGE TOWN DRIVE FOR 0.55 MI (0.89 KM) TO THE INTERSECTION WITH AC9246'JEDEDIAH SMITH DRIVE. CONTINUE STRAIGHT ACROSS THE INTERSECTION AND AC9246'GO WEST ON JORDAN WAY FOR 0.2 MI (0.3 KM) TO THE INTERSECTION WITH AC9246'STADIUM DRIVE ON THE RIGHT AND THE ENTRANCE TO A PARKING LOT ON THE AC9246'LEFT. TURN LEFT AND GO SOUTH ON THE ENTRANCE ROAD FOR ABOUT 100 FT AC9246'(30.5 M) TO THE PARKING LOT. TURN RIGHT AND GO WEST ON THE NORTH SIDE AC9246'OF THE PARKING LOT FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT, AC9246'NEAR THE NORTHWEST CORNER OF THE LOT. THE STATION IS A SURVEY DISK AC9246'ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE AC9246'GROUND, AT THE EASTERN MOST OF FOUR GUARD POSTS ALONG THE NORTH SIDE AC9246'OF THE PARKING LOT, ABOUT 225 FT (68.6 M) NORTHEAST OF THE SOUTHERN AC9246'PACIFIC RAILROAD TRACKS, 130 FT (39.6 M) SOUTH OF THE CENTERLINE OF AC9246'JORDAN WAY, 71.6 FT (21.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A AC9246'CHAIN LINK FENCE AROUND AN ELECTRICAL SUB-STATION, 41.3 FT (12.6 M) AC9246'NORTHWEST OF LIGHT POLE NO C/195, 2.7 FT (0.8 M) NORTHEAST OF THE EAST AC9246'GUARD POST, 2.0 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST, 1.7 FT AC9246'(0.5 M) EAST OF AN ANGLE POINT IN THE EDGE OF THE PARKING LOT PAVEMENT AC9246'AND LEVEL WITH THE PARKING LOT. THIS STATION WAS OCCUPIED AS PART OF AC9246'A CALIFORNIA HPGN DENSIFICATION SURVEY. AC9246 AC9246 STATION RECOVERY (1997) AC9246 AC9246'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) AC9246'THE STATION WAS RECOVERED AND A COMPLETE NEW DESCRIPTION FOLLOWS. THE AC9246'STATION IS LOCATED ON THE CAMPUS OF CALIFORNIA STATE UNIVERSITY, AC9246'SACRAMENTO, ABOUT 4.2 MI (6.8 KM) EAST OF THE STATE CAPITOL BUILDING. AC9246'TO REACH THE STATION FROM DOWNTOWN SACRAMENTO, I-80 BR, I-5, OR SR 99, AC9246'GO EAST ON US HIGHWAY 50 TO THE HOWE AVENUE/POWER INN ROAD EXIT. FROM AC9246'THE INTERSECTION OF THE EASTBOUND OFFRAMP AND HOWE AVENUE/POWER INN AC9246'ROAD, TURN LEFT AND GO NORTH 0.2 MI (0.3 KM) TO THE INTERSECTION WITH AC9246'THE WESTBOUND ONRAMP/OFFRAMP ON THE RIGHT, WHICH CROSSES HOWE AVENUE AC9246'AND BECOMES COLLEGE TOWN DRIVE ON THE LEFT. TURN LEFT AND GO WEST ON AC9246'COLLEGE TOWN DRIVE FOR 0.21 MI (0.34 KM) TO THE INTERSECTION OF HORNET AC9246'DRIVE TO THE LEFT. CONTINUE WEST FOR 0.29 MI (0.47 KM) TO THE AC9246'INTERSECTION OF STATE UNIVERSITY DRIVE EAST (FORMERLY JEDEDIAH SMITH AC9246'DRIVE) ON THE RIGHT. CONTINUE WEST ACROSS THE INTERSECTION ONTO STATE AC9246'UNIVERSITY DRIVE SOUTH (FORMERLY JORDAN WAY) FOR 0.2 MI (0.3 KM) TO AC9246'THE INTERSECTION OF STADIUM DRIVE (UNMARKED) ON THE RIGHT, AND THE AC9246'ENTRANCE TO PARKING LOT NUMBER 10 ON THE LEFT. TURN LEFT AND GO SOUTH AC9246'INTO THE PARKING LOT, THEN IMMEDIATELY TURN RIGHT AND GO WEST FOR 0.1 AC9246'MI (0.2 KM) TO THE STATION ON THE RIGHT, NEAR THE NORTHWEST CORNER OF AC9246'THE LOT. (THE INTERSECTION OF COLLEGE TOWN DRIVE AND HORNET DRIVE CAN AC9246'ALSO BE REACHED FROM EASTBOUND US 50 BY TAKING THE CSUS CAMPUS EXIT AC9246'JUST PRIOR TO HOWE AVENUE) . THE STATION IS A SURVEY DISK ON ROD AC9246'ENCASED IN A PVC PIPE WITH AN ACCESS COVER, SET IN CONCRETE FLUSH WITH AC9246'THE GROUND, NEAR THE EASTERN-MOST OF FOUR 3-FT HIGH METAL/CONCRETE AC9246'GUARD POSTS ALONG THE NORTH SIDE OF THE PARKING LOT, ABOUT 225 FT AC9246'(68.6 M) NORTHEAST OF THE SOUTHERN PACIFIC RAILROAD TRACKS, 130 FT AC9246'(39.6 M) SOUTH OF THE CENTERLINE OF STATE UNIVERSITY DRIVE SOUTH, 71.6 AC9246'FT (21.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE AC9246'AROUND AN ELECTRICAL SUBSTATION, 41.3 FT (12.6 M) NORTHWEST OF PARKING AC9246'LOT LIGHTPOLE C/195, 2.7 FT (0.8 M) NORTHEAST OF THE EAST GUARD POST, AC9246'1.7 FT (0.5 M) EAST OF AN ANGLE POINT IN THE EDGE OF THE PARKING LOT AC9246'PAVEMENT, AND LEVEL WITH THE PARKING LOT. A CARSONITE WITNESS POST IS AC9246'REMOVABLE FOR MOWING. THE STATION WAS OCCUPIED AS PART OF THE SAN AC9246'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. AC9246 AC9246 STATION RECOVERY (2002) AC9246 AC9246'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AC9246'RECOVERED AS DESCRIBED. NOTE--THIS IS A SHALLOW-SET ALUMINUM ALLOY AC9246'ROD. AC9246 AC9246 STATION RECOVERY (2003) AC9246 AC9246'RECOVERY NOTE BY CALTRANS 2003 (DWM) AC9246'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AC9246'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AC9246'MODERNIZATION PROJECT. AC9246 AC9246 STATION RECOVERY (2004) AC9246 AC9246'RECOVERY NOTE BY BESTOR ENGINEERS INCORPORATED 2004 (SDT) AC9246'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 JS1177 *********************************************************************** JS1177 HT_MOD - This is a Height Modernization Survey Station. JS1177 DESIGNATION - SHELDON JS1177 PID - JS1177 JS1177 STATE/COUNTY- CA/SACRAMENTO JS1177 USGS QUAD - SLOUGHHOUSE (1993) JS1177 JS1177 *CURRENT SURVEY CONTROL JS1177 ___________________________________________________________________ JS1177* NAD 83(1998)- 38 29 36.45431(N) 121 12 38.98999(W) ADJUSTED JS1177* NAVD 88 - 59.53 (meters) 195.3 (feet) GPS OBS JS1177 ___________________________________________________________________ JS1177 EPOCH DATE - 2004.69 JS1177 X - -2,590,189.106 (meters) COMP JS1177 Y - -4,275,086.587 (meters) COMP JS1177 Z - 3,948,479.470 (meters) COMP JS1177 LAPLACE CORR- 5.72 (seconds) DEFLEC99 JS1177 ELLIP HEIGHT- 29.40 (meters) (09/13/05) GPS OBS JS1177 GEOID HEIGHT- -30.07 (meters) GEOID03 JS1177 JS1177 HORZ ORDER - A JS1177 VERT ORDER - SECOND CLASS 0 (See Below) JS1177 ELLP ORDER - FOURTH CLASS I JS1177 JS1177.The horizontal coordinates were established by GPS observations JS1177.and adjusted by the National Geodetic Survey in September 2005. JS1177.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS1177.DATUM ITEM on the data sheet items page. JS1177.The horizontal coordinates are valid at the epoch date displayed above. JS1177.The epoch date for horizontal control is a decimal equivalence JS1177.of Year/Month/Day. JS1177 JS1177.The orthometric height was determined by GPS observations and a JS1177.high-resolution geoid model using precise GPS observation and JS1177.processing techniques. JS1177.The vertical order pertains to the NGVD 29 superseded value. JS1177 JS1177.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS1177 JS1177.The Laplace correction was computed from DEFLEC99 derived deflections. JS1177 JS1177.The ellipsoidal height was determined by GPS observations JS1177.and is referenced to NAD 83. JS1177 JS1177.The geoid height was determined by GEOID03. JS1177 JS1177; North East Units Scale Factor Converg. JS1177;SPC CA 2 - 592,078.206 2,068,844.559 MT 0.99996754 +0 29 51.2 JS1177;SPC CA 2 - 1,942,509.91 6,787,534.19 sFT 0.99996754 +0 29 51.2 JS1177;UTM 10 - 4,262,084.311 656,031.648 MT 0.99989982 +1 06 49.9 JS1177 JS1177! - Elev Factor x Scale Factor = Combined Factor JS1177!SPC CA 2 - 0.99999539 x 0.99996754 = 0.99996293 JS1177!UTM 10 - 0.99999539 x 0.99989982 = 0.99989521 JS1177 JS1177: Primary Azimuth Mark Grid Az JS1177:SPC CA 2 - SHELDON AZ MK 213 20 17.7 JS1177:UTM 10 - SHELDON AZ MK 212 43 19.0 JS1177 JS1177|---------------------------------------------------------------------| JS1177| PID Reference Object Distance Geod. Az | JS1177| dddmmss.s | JS1177| JS1178 SHELDON RM 1 24.023 METERS 09054 | JS1177| JS1180 SHELDON AZ MK 2135008.9 | JS1177| JS1179 SHELDON RM 2 19.254 METERS 22738 | JS1177| DB5140 109 2503004.8 | JS1177| JS4114 MATHER AFB HOUSING AUTHORTY TK APPROX. 8.2 KM 3130129.5 | JS1177|---------------------------------------------------------------------| JS1177 JS1177 SUPERSEDED SURVEY CONTROL JS1177 JS1177 NAD 83(1992)- 38 29 36.45157(N) 121 12 38.98610(W) AD(1997.30) 1 JS1177 ELLIP H (07/10/98) 29.39 (m) GP(1997.30) 4 1 JS1177 NAD 83(1992)- 38 29 36.45121(N) 121 12 38.98649(W) AD(1997.30) 1 JS1177 ELLIP H (05/14/98) 29.48 (m) GP(1997.30) 3 1 JS1177 NAD 83(1992)- 38 29 36.44994(N) 121 12 38.98231(W) AD(1991.35) 1 JS1177 ELLIP H (06/13/97) 29.52 (m) GP(1991.35) 4 2 JS1177 NAD 83(1992)- 38 29 36.44537(N) 121 12 38.98255(W) AD(1991.35) 2 JS1177 NAD 83(1986)- 38 29 36.43658(N) 121 12 38.97814(W) AD(1984.00) 2 JS1177 NAD 27 - 38 29 36.76600(N) 121 12 35.16700(W) AD( ) 2 JS1177 NGVD 29 (??/??/92) 58.770 (m) 192.81 (f) ADJ UNCH 2 0 JS1177 JS1177.Superseded values are not recommended for survey control. JS1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1177.See file dsdata.txt to determine how the superseded data were derived. JS1177 JS1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH5603262084(NAD 83) JS1177_MARKER: DS = TRIANGULATION STATION DISK JS1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT JS1177_STAMPING: SHELDON 1939 JS1177_MARK LOGO: CGS JS1177_PROJECTION: FLUSH JS1177_MAGNETIC: N = NO MAGNETIC MATERIAL JS1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1177+STABILITY: SURFACE MOTION JS1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS1177+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2004 JS1177 JS1177 HISTORY - Date Condition Report By JS1177 HISTORY - 1939 MONUMENTED CGS JS1177 HISTORY - 1941 GOOD CGS JS1177 HISTORY - 1949 GOOD CASLC JS1177 HISTORY - 1954 GOOD CGS JS1177 HISTORY - 1960 GOOD CGS JS1177 HISTORY - 1960 GOOD CGS JS1177 HISTORY - 1962 GOOD NGS JS1177 HISTORY - 1970 GOOD NGS JS1177 HISTORY - 1983 POOR DMA JS1177 HISTORY - 1984 GOOD LOCENG JS1177 HISTORY - 19850315 GOOD NGS JS1177 HISTORY - 19940204 GOOD CADT JS1177 HISTORY - 19970827 GOOD BOR JS1177 HISTORY - 20020319 GOOD FAA JS1177 HISTORY - 20030828 GOOD CADT JS1177 HISTORY - 20040408 GOOD CADT JS1177 JS1177 STATION DESCRIPTION JS1177 JS1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) JS1177'STATION IS ABOUT 11.0 MILES, AIRLINE, EAST-SOUTHEAST OF PERKINS, JS1177'10 MILES EAST OF FLORIN AND ABOUT 0.75 MILE WEST-SOUTHWEST OF JS1177'SLOUTH HOUSE POST OFFICE. BELIEVED TO BE IN SEC. 4, T. 7 N., R. 7 JS1177'E., ON LAND OWNED AND OCCUPIED BY WILLIAM J. SHELDON. JS1177' JS1177'REACHED FROM THE POST OFFICE IN PERKINS BY GOING SOUTHEASTERLY JS1177'ON STATE HIGHWAY 16 FOR 11.3 MILES TO A PAVED ROAD LEADING RIGHT, JS1177'TURN RIGHT 0.35 MILE TO A DIRT ROAD LEADING LEFT ACROSS CATTLE JS1177'GUARD AND STATION AT RIGHT, BETWEEN DIRT ROAD LEADING TO THE JS1177'SHELDON HOUSE AND PAVED ROAD. IT IS 18-1/2 FEET SOUTHEAST OF JS1177'NORTHEAST-SOUTHWEST FENCE LINE, AND 36 FEET SOUTH OF CENTER OF JS1177'DIRT ROAD, IN PASTURE LAND. JS1177' JS1177'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE JS1177'DISKS SET AS DESCRIBED RESPECTIVELY. JS1177' JS1177'REFERENCE MARK NO. 1 IS 1.5 FEET INSIDE NORTHWEST-SOUTHEAST FENCE JS1177'LINE, AND NO. 2 IS 1.5 FEET INSIDE NORTHEAST-SOUTHWEST FENCE LINE. JS1177' JS1177'AZIMUTH MARK IS IN PASTURE ON OPPOSITE SIDE OF PAVED ROAD AT JS1177'BASE OF LONE, 4-1/2-FOOT EUCALYPTUS TREE, ABOUT 0.4 MILE JS1177'WEST-SOUTHWEST OF STATION. IT IS A U.S. GEOLOGICAL SURVEY JS1177'BENCH MARK DATED 1908, ELEVATION INSCRIBED AS 190 FEET. JS1177' JS1177'HEIGHT OF LIGHT ABOVE STATION MARK - 4.5 METERS. JS1177 JS1177 STATION RECOVERY (1941) JS1177 JS1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LBL) JS1177'ALL MARKS FOUND AS DESCRIBED. TABLET AT STATION IS LOOSE IN JS1177'POST. JS1177 JS1177 STATION RECOVERY (1949) JS1177 JS1177'RECOVERY NOTE BY CALIFORNIA STATE LANDS COMMISSION 1949 (JDK) JS1177'RECOVERED STATION MARK AND REFERENCE MARKS 1 AND 2 AS DESCRIBED. JS1177'OTHER AZIMUTH MARKS WERE NOT SEARCHED FOR. JS1177 JS1177 STATION RECOVERY (1954) JS1177 JS1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LSB) JS1177'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. JS1177'THE USGS MARK THAT WAS USED FOR THE AZIMUTH FROM THE STATION WAS JS1177'RECOVERED IN POOR CONDITION AND OBSTRUCTED FROM THE STATION. JS1177'A NEW AZIMUTH MARK WAS ESTABLISHED. THE DISTANCES AND DIRECTIONS JS1177'TO THE REFERENCE MARKS WERE FOUND TO AGREE WITH THE 1939 DATA. A JS1177'COMPLETE DESCRIPTION FOLLOWS. JS1177' JS1177'THE STATION IS LOCATED ON THE SUMMIT OF A GRASSY RIDGE, AND ALONG JS1177'THE SOUTHEAST SIDE OF THE SHELDON ROAD. IT IS ABOUT 12 MILES JS1177'AIRLINE EAST-SOUTHEAST OF PERKINS, ABOUT 6-1/2 MILES AIRLINE JS1177'NORTHEAST OF SHELDON, AND ABOUT 1 MILE AIRLINE WEST-SOUTHWEST JS1177'OF SLOUGHHOUSE. JS1177' JS1177'TO REACH THE STATION FROM THE POST OFFICE IN SLOUGHHOUSE GO JS1177'WESTERLY ON STATE HIGHWAY 16 FOR 0.65 MILE TO A PAVED ROAD LEFT. JS1177'TURN LEFT, SOUTHWEST, AND GO 0.4 MILE TO THE STATION ON THE LEFT. JS1177' JS1177'THE STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS JS1177'SET IN THE TOP OF SQUARE CONCRETE MONUMENTS. JS1177' JS1177'THE STATION, STAMPED SHELDON 1939, IS 48 FEET SOUTHEAST OF THE JS1177'CENTER LINE OF THE PAVED ROAD, 38 FEET WEST OF THE CENTER LINE JS1177'OF THE GRAVELED FARM ROAD, 5 FEET NORTH-NORTHEAST OF A WITNESS JS1177'POST. JS1177' JS1177'REFERENCE MARK 1, STAMPED SHELDON NO 1 1939, IS 38 FEET EAST OF JS1177'THE CENTER LINE OF THE GRAVELED ROAD, AND 1 FOOT SOUTHWEST OF A JS1177'WIRE FENCE. IT PROJECTS 3 INCHES AND IS ABOUT THE SAME ELEVATION JS1177'AS THE STATION. JS1177' JS1177'REFERENCE MARK 2, STAMPED SHELDON NO 2 1939, IS 38 FEET SOUTHEAST JS1177'OF THE CENTER LINE OF THE PAVED ROAD, AND 1 FOOT SOUTHEAST OF A JS1177'WIRE FENCE. IT PROJECTS 4 INCHES AND IS ABOUT THE SAME ELEVATION JS1177'AS THE STATION. JS1177' JS1177'THE AZIMUTH MARK, STAMPED SHELDON 1939, IS 30 FEET NORTHWEST OF JS1177'THE CENTER LINE OF THE PAVED ROAD, AND 2 FEET NORTHEAST OF A JS1177'WHITE WITNESS POST AND A TELEPHONE POLE THAT IS JUST SOUTHEAST JS1177'OF A T-FENCE CORNER. THE MARK IS FLUSH WITH THE GROUND. TO JS1177'REACH THE MARK FROM THE STATION GO SOUTHWESTERLY ON THE PAVED JS1177'ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT. JS1177' JS1177'OBSERVATIONS TAKEN FROM AN 8-FOOT WOOD STAND. JS1177' JS1177'ALL MEASURMENTS ARE HORIZONTAL DISTANCES. JS1177 JS1177 STATION RECOVERY (1960) JS1177 JS1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR) JS1177'ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION. THE AZIMUTH JS1177'MARK WAS FOUND TO BE STAMPED SHELDON 1939 RESET 1954 INSTEAD OF JS1177'SHELDON 1939. JS1177' JS1177'HEIGHT OF STAND-1 METER. JS1177 JS1177 STATION RECOVERY (1960) JS1177 JS1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (IRR) JS1177'THE STATION MARK, REFERENCE MARKS, AND THE AZIMUTH MARK SET IN JS1177'1954 WERE RECOVERED IN GOOD CONDITION AND THE 1954 DESCRIPTION IS JS1177'ADEQUATE. JS1177' JS1177'NOTE--THE AZIMUTH MARK WAS RESTAMPED SHELDON 1939 RESET 1954 JS1177'ON THIS DATE. JS1177 JS1177 STATION RECOVERY (1962) JS1177 JS1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 JS1177'1 MI SW FROM SLOUGHHOUSE. JS1177'0.6 MILE WEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT JS1177'SLOUGHHOUSE, THENCE 0.4 MILE SOUTHWEST ALONG SLOUGHHOUSE ROAD, JS1177'AT THE JUNCTION OF A DRIVEWAY SOUTH-SOUTHEAST, 50 FEET SOUTHEAST JS1177'OF THE CENTER LINE OF THE ROAD, 43 FEET WEST-SOUTHWEST OF THE JS1177'CENTER LINE OF THE DRIVEWAY, 38 FEET SOUTH-SOUTHWEST OF THE JS1177'SOUTHWEST END OF A GATE, 18.0 FEET SOUTHEAST OF A FENCE, 17.6 JS1177'FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN JS1177'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 JS1177'FOOT ABOVE THE GROUND. JS1177 JS1177 STATION RECOVERY (1970) JS1177 JS1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LS) JS1177'THE STATION MARK, AZIMUTH MARK SET IN 1954, AND REFERENCE MARKS JS1177'1 AND 2 WERE RECOVERED IN GOOD CONDITION AND THE PREVIOUS JS1177'DESCRIPTIONS ARE ADEQUATE. JS1177 JS1177 STATION RECOVERY (1983) JS1177 JS1177'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (PJB) JS1177'SHELDON 1939 RECOVERED POOR - RECOMMEND STATION RESET. JS1177' JS1177'1954 RECOVERY NOTE IS ADEQUATE. THE NAME OF THE ROAD OFF JS1177'HIGHWAY 16, AND WHEN STATION IS LOCATED IS SLOUGHHOUSE ROAD. JS1177'RM 1 AND 2 WERE RECOVERED IN GOOD CONDITION. WITNESS POST AND SIGN JS1177'ARE NO LONGER THERE. JS1177 JS1177 STATION RECOVERY (1984) JS1177 JS1177'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (FTE) JS1177'SHELDON 1939 RECOVERED FAIR. JS1177' JS1177'THE STATION MARK WAS RECOVERED WITH THE STATION DESCRIPTION. THE JS1177'REFERENCE MARKS AND AZIMUTH MARKS WERE NOT SEARCHED FOR. JS1177 JS1177 STATION RECOVERY (1985) JS1177 JS1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN) JS1177'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE JS1177'RECOVERED IN GOOD CONDITION. DISTANCES AND DIRECTIONS TO THE MARKS JS1177'AGREED WITH PREVIOUS OBSERVATIONS. THE ORIGINAL DESCRIPTION STATES JS1177'THERE IS AN UNDERGROUND. THE STATION IS LOCATED 17.6 KM (10.95 MI) JS1177'EAST-SOUTHEAST OF PERKINS, 16 KM (9.95 MI) EAST OF FLORIN, 1.2 KM JS1177'(0.75 MI) WEST SOUTHWEST OF SLOUGHHOUSE, IN SECTION 4, T 7 N, R 7 E, 1 JS1177'KM (0.60 MI) SOUTHWEST OF STATE HIGHWAY 16 (JACKSON ROAD) , METERS JS1177'SOUTHEAST OF SLOUGHHOUSE ROAD, METERS WEST OF THE ENTRANCE DRIVE TO JS1177'7303 SLOUGHHOUSE ROAD, 0.1 KM (0.05 MI) SOUTHWEST AND ACROSS THE ROAD JS1177'FROM THE ENTRANCE DRIVE TO THE SLOUGHHOUSE FIRE PROTECTION DISTRICT JS1177'BUILDINGS. TO REACH THE STATION FROM THE SLOUGHHOUSE IN AND POST JS1177'OFFICE, GO WEST ON STATE HIGHWAY 16 (JACKSON ROAD) FOR 1 KM (0.60 MI) JS1177'TO A SIDE ROAD LEFT. TURN LEFT, SOUTH ON SLOUGHHOUSE ROAD FOR 0.6 KM JS1177'(0.35 MI) TO THE STATION ON THE LEFT. THE STATION IS A STANDARD CGS JS1177'DISK STAMPED--SHELDON 1939--, SET INTO THE TOP OF A SQUARE CONCRETE JS1177'MONUMENT, 30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED 14.63 METERS JS1177'(48.00 FT) SOUTHEAST FROM THE CENTER OF SLOUGHHOUSE ROAD, 11.58 METERS JS1177'(37.99 FT) WEST FROM THE CENTER OF A DRIVE WAY, 0.3 METER (1.0 FT) JS1177'SOUTHEAST FROM A WITNESS POST, 5.64 METERS (18.50 FT) SOUTHEAST FROM A JS1177'FENCE AND 10.97 METERS (35.99 FT) SOUTH FROM THE CENTER OF THE JS1177'DRIVEWAY. REFERENCE MARK NO.1 IS A STANDARD CGS DISK STAMPED--SHELDON JS1177'1939 NO 1--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN JS1177'DIAMETER, FLUSH WITH GROUND. LOCATED 11.58 METERS (37.99 FT) EAST JS1177'FROM THE CENTER OF THE DRIVEWAY, 0.3 METER (1.0 FT) SOUTHWEST FROM A JS1177'FENCE AND 0.3 METER (1.0 FT) SOUTHWEST FROM A WITNESS POST. REFERENCE JS1177'MARK NO.2 IS A STANDARD CGS DISK STAMPED--SHELDON 1939 NO 2--, SET JS1177'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM IN DIAMETER, FLUSH JS1177'WITH GROUND. LOCATED 11.58 METERS (37.99 FT) SOUTHEAST FROM THE JS1177'CENTER OF SLOUGHHOUSE ROAD, 0.3 METER (1.0 FT) SOUTHEAST FROM A FENCE JS1177'AND 0.3 METER (1.0 FT) SOUTHEAST FROM A WITNESS POST. AZIMUTH MARK NO JS1177'2 IS A STANDARD CGS DISK STAMPED--SHELDON 1939 RESET 1954--, SET INTO JS1177'THE TOP OF ROUND CONCRETE MONUMENT, 30 CM IN DIAMETER, FLUSH WITH JS1177'GROUND. LOCATED 9.14 METERS (29.99 FT) NORTHWEST FROM THE CENTER OF JS1177'SLOUGHHOUSE ROAD, 1 METER (3.3 FT) NORTH FROM POWERPOLE NUMBER 3582, JS1177'(THE NUMBER IS HIGH ON THE POLE) 0.7 METER (2.3 FT) SOUTHWEST FROM A JS1177'WITNESS POST, 0.7 METER (2.3 FT) NORTHEAST FROM A WITNESS POST AND 0.3 JS1177'METER (1.0 FT) SOUTHEAST FROM A FENCE. TO REACH THE AZIMUTH MARK FROM JS1177'THE STATION, GO SOUTH ON SLOUGHHOUSE ROAD FOR 0.8 KM (0.50 MI) TO THE JS1177'MARK ON THE RIGHT, WEST SIDE OF ROAD AT POWER POLE NUMBER 3582 AND A JS1177'T-FENCE WEST. JS1177 JS1177 STATION RECOVERY (1994) JS1177 JS1177'RECOVERY NOTE BY CALTRANS 1994 (JCB) JS1177'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE JS1177'RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE STATION IS JS1177'LOCATED NEAR THE COMMUNITY OF SLOUGHHOUSE, ABOUT 16 MI (25.7 KM) JS1177'EAST-SOUTHEAST OF SACRAMENTO AND 13 MI (20.9 KM) SOUTH OF FOLSOM. TO JS1177'REACH THE STATION FROM THE U.S. HIGHWAY 50/SUNRISE BLVD INTERCHANGE JS1177'IN RANCHO CORDOVA, GO SOUTH ON SUNRISE BLVD FOR 7.6 MI (12.2 KM) TO JS1177'THE INTERSECTION WITH JACKSON ROAD, STATE HIGHWAY 16. TURN LEFT AND JS1177'GO EAST ON JACKSON ROAD FOR 2.0 MI (3.2 KM) TO A SIDE ROAD RIGHT, JS1177'SLOUGHHOUSE ROAD. TURN RIGHT AND GO SOUTHWEST ON SLOUGHHOUSE ROAD FOR JS1177'0.4 MI (0.6 KM) TO THE STATION ON THE LEFT. THE STATION IS LOCATED IN JS1177'A GRASSY FIELD, ABOUT 400 FT (121.9 M) SOUTH OF AND ACROSS SLOUGHHOUSE JS1177'ROAD FROM THE AMERICAN RIVER FIRE PROTECTION DISTRICT STATION NO 58 JS1177'(KIP WILLIAM BOLLIG STATION) , 64 FT (19.5 M) SOUTH-SOUTHWEST OF THE JS1177'CENTER OF A GRAVELED FARM ROAD WHERE IS PASSES THROUGH THE FENCE ON JS1177'THE SOUTHEAST SIDE OF SLOUGHHOUSE ROAD, 49.0 FT (14.9 M) SOUTHEAST OF JS1177'THE CENTERLINE OF SLOUGHHOUSE ROAD, 18.4 FT (5.6 M) SOUTHEAST OF A JS1177'BARBED WIRE FENCE, 1.4 FT (0.4 M) SOUTHEAST OF A CARSONITE WITNESS JS1177'POST, ABOUT 1 FT (0.3 M) HIGHER THAN SLOUGHHOUSE ROAD AND PROJECTS 0.3 JS1177'FT (0.1 M) ABOVE GROUND. THIS STATION WAS OCCUPIED AS PART OF A JS1177'CALIFORNIA HPGN DENSIFICATION SURVEY JS1177 JS1177 STATION RECOVERY (1997) JS1177 JS1177'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS1177'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED. THE JS1177'STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA JS1177'GPS/VERTICAL PROJECT. JS1177 JS1177 STATION RECOVERY (2002) JS1177 JS1177'RECOVERY NOTE BY FEDERAL AVIATION ADMINISTRATION 2002 (TJD) JS1177'RECOVERED IN GOOD CONDITION. JS1177 JS1177 STATION RECOVERY (2003) JS1177 JS1177'RECOVERY NOTE BY CALTRANS 2003 (DWM) JS1177'THE STATION AND REFERENCE MARK NO.2 WERE RECOVERED AS DESCRIBED AND JS1177'FOUND IN GOOD CONDITION. REFERENCE MARK NO. 1 WAS FOUND DESTROYED. JS1177'THIS STATION WAS OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE JS1177'OF SURVEYORS GPS HEIGHT MODERNIZATION PROJECT. JS1177 JS1177 STATION RECOVERY (2004) JS1177 JS1177'RECOVERY NOTE BY CALTRANS 2004 (RLM) JS1177'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 JS2070 *********************************************************************** JS2070 HT_MOD - This is a Height Modernization Survey Station. JS2070 DESIGNATION - SUTTER RESET JS2070 PID - JS2070 JS2070 STATE/COUNTY- CA/SACRAMENTO JS2070 USGS QUAD - ISLETON (1993) JS2070 JS2070 *CURRENT SURVEY CONTROL JS2070 ___________________________________________________________________ JS2070* NAD 83(1998)- 38 14 51.69295(N) 121 36 03.38659(W) ADJUSTED JS2070* NAVD 88 - 6.87 (meters) 22.5 (feet) GPS OBS JS2070 ___________________________________________________________________ JS2070 EPOCH DATE - 2004.69 JS2070 X - -2,628,088.013 (meters) COMP JS2070 Y - -4,271,738.942 (meters) COMP JS2070 Z - 3,927,057.081 (meters) COMP JS2070 LAPLACE CORR- 5.27 (seconds) DEFLEC99 JS2070 ELLIP HEIGHT- -24.98 (meters) (09/13/05) GPS OBS JS2070 GEOID HEIGHT- -31.89 (meters) GEOID03 JS2070 JS2070 HORZ ORDER - A JS2070 VERT ORDER - THIRD (See Below) JS2070 ELLP ORDER - FOURTH CLASS I JS2070 JS2070.The horizontal coordinates were established by GPS observations JS2070.and adjusted by the National Geodetic Survey in September 2005. JS2070.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS2070.DATUM ITEM on the data sheet items page. JS2070.The horizontal coordinates are valid at the epoch date displayed above. JS2070.The epoch date for horizontal control is a decimal equivalence JS2070.of Year/Month/Day. JS2070 JS2070.The orthometric height was determined by GPS observations and a JS2070.high-resolution geoid model using precise GPS observation and JS2070.processing techniques. JS2070.The vertical order pertains to the NGVD 29 superseded value. JS2070 JS2070.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS2070 JS2070.The Laplace correction was computed from DEFLEC99 derived deflections. JS2070 JS2070.The ellipsoidal height was determined by GPS observations JS2070.and is referenced to NAD 83. JS2070 JS2070.The geoid height was determined by GEOID03. JS2070 JS2070; North East Units Scale Factor Converg. JS2070;SPC CA 2 - 564,575.186 2,034,932.744 MT 1.00002052 +0 15 05.7 JS2070;SPC CA 2 - 1,852,277.09 6,676,275.18 sFT 1.00002052 +0 15 05.7 JS2070;UTM 10 - 4,234,222.991 622,422.241 MT 0.99978458 +0 51 58.4 JS2070 JS2070! - Elev Factor x Scale Factor = Combined Factor JS2070!SPC CA 2 - 1.00000392 x 1.00002052 = 1.00002444 JS2070!UTM 10 - 1.00000392 x 0.99978458 = 0.99978850 JS2070 JS2070 SUPERSEDED SURVEY CONTROL JS2070 JS2070 NAD 83(1992)- 38 14 51.69055(N) 121 36 03.38291(W) AD(1997.30) 1 JS2070 ELLIP H (07/10/98) -24.98 (m) GP(1997.30) 4 1 JS2070 NAD 83(1992)- 38 14 51.69019(N) 121 36 03.38336(W) AD(1997.30) 1 JS2070 ELLIP H (05/14/98) -24.89 (m) GP(1997.30) 3 1 JS2070 NGVD 29 (08/19/04) 6.16 (m) 20.2 (f) RESET 3 JS2070 JS2070.Superseded values are not recommended for survey control. JS2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2070.See file dsdata.txt to determine how the superseded data were derived. JS2070 JS2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2242234223(NAD 83) JS2070_MARKER: DS = TRIANGULATION STATION DISK JS2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS2070_SP_SET: SET IN TOP OF CONCRETE MONUMENT JS2070_STAMPING: SUTTER 1931 1970 JS2070_MARK LOGO: CGS JS2070_MAGNETIC: N = NO MAGNETIC MATERIAL JS2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS2070+STABILITY: SURFACE MOTION JS2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS2070+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2003 JS2070 JS2070 HISTORY - Date Condition Report By JS2070 HISTORY - 1970 MONUMENTED CGS JS2070 HISTORY - 19970829 GOOD NGS JS2070 HISTORY - 20030820 GOOD CADT JS2070 JS2070 STATION DESCRIPTION JS2070 JS2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 JS2070'4 MI NW FROM RYDE. JS2070'2.75 MILES WEST ALONG A COUNTY PAVED ROAD FROM THE POST OFFICE JS2070'AT RYDE, THENCE 1.25 MILES NORTH ALONG A PAVED LEVEE ROAD, JS2070'0.8 MILE NORTH OF THE EAST END OF THE HOWARD LANDING FERRY JS2070'(RYER ISLAND FERRY), 119 YARDS NORTH OF THE JUNCTION OF A JS2070'FARM DRIVEWAY LEADING NORTHEAST, 20.0 FEET WEST OF AND ABOUT JS2070'2 FEET LOWER THAN THE LEVEE ROAD, 2.0 FEET SOUTHWEST OF A JS2070'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST JS2070'PROJECTING 0.1 FOOT ABOVE THE GROUND. JS2070 JS2070 STATION RECOVERY (1997) JS2070 JS2070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDD) JS2070'THE STATION WAS RECOVERED AND SOME ADDITIONAL INFORMATION FOLLOWS. THE JS2070'STATION IS ABOUT 5.5 MI (8.9 KM) NORTH OF ISLETON, 5.5 MI (8.9 KM) JS2070'SOUTH OF COURTLAND, 5 MI (8.0 KM) WEST OF WALNUT GROVE AND ABOUT 3 MI JS2070'(4.8 KM) WEST OF THE SMALL COMMUNITY OF RYDE. TO REACH THE STATION JS2070'FROM THE INTERSECTION OF STATE HIGHWAYS 220 AND 160 IN RYDE GO JS2070'WESTERLY ON HIGHWAY 220 FOR ABOUT 3 MI (4.8 KM) TO A T-INTERSECTION, JS2070'GRAND ISLAND ROAD. TURN RIGHT AND GO NORTH ON GRAND ISLAND ROAD FOR JS2070'0.45 MI (0.72 KM) TO THE HOWARD LANDING FERRY. CONTINUE NORTH ON GRAND JS2070'ISLAND ROAD FOR 0.8 MI (1.3 KM) TO THE STATION ON THE LEFT. THE JS2070'STATION IS ABOUT 235 FT (71.6 M) SOUTH OF A GUYED TELEPHONE POLE, 200 JS2070'FT (61.0 M) SOUTH OF THE EXTENDED CENTERLINE OF A GRAVEL DRIVEWAY, JS2070'20.5 FT (6.2 M) WEST OF THE CENTERLINE OF GRAND ISLAND ROAD, 1.7 FT JS2070'(0.5 M) EAST OF A CARSONITE WITNESS POST AND ABOUT 2 FT (0.6 M) LOWER JS2070'THAN THE ROAD. NOTE-REFERENCE MARKS 2 AND 3 WERE RECOVERED. REFERENCE JS2070'MARK 2 IS 36.3 FT (11.1 M) SOUTH-SOUTHEAST OF THE STATION. REFERENCE JS2070'MARK 3 IS 27.1 FT (8.3 M) SOUTH OF THE STATION. THE STATION WAS JS2070'OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA JS2070'GPS/VERTICAL PROJECT. JS2070 JS2070 STATION RECOVERY (2003) JS2070 JS2070'RECOVERY NOTE BY CALTRANS 2003 (RLM) JS2070'THE STATION, REFERENCE MARK NO. 2, AND REFERENCE MARK NO. 3 WERE JS2070'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION. THIS STATION WAS JS2070'OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS JS2070'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 JS1282 *********************************************************************** JS1282 DESIGNATION - Z 935 JS1282 PID - JS1282 JS1282 STATE/COUNTY- CA/SACRAMENTO JS1282 USGS QUAD - LODI NORTH (1976) JS1282 JS1282 *CURRENT SURVEY CONTROL JS1282 ___________________________________________________________________ JS1282* NAD 83(1998)- 38 14 26.84004(N) 121 18 08.51313(W) ADJUSTED JS1282* NAVD 88 - 15.389 (meters) 50.49 (feet) ADJUSTED JS1282 ___________________________________________________________________ JS1282 EPOCH DATE - 2004.69 JS1282 X - -2,606,042.091 (meters) COMP JS1282 Y - -4,285,787.769 (meters) COMP JS1282 Z - 3,926,461.024 (meters) COMP JS1282 LAPLACE CORR- 4.55 (seconds) DEFLEC99 JS1282 ELLIP HEIGHT- -15.64 (meters) (09/13/05) GPS OBS JS1282 GEOID HEIGHT- -31.00 (meters) GEOID03 JS1282 DYNAMIC HT - 15.379 (meters) 50.46 (feet) COMP JS1282 MODELED GRAV- 979,990.6 (mgal) NAVD 88 JS1282 JS1282 HORZ ORDER - A JS1282 VERT ORDER - FIRST CLASS II JS1282 ELLP ORDER - FOURTH CLASS I JS1282 JS1282.The horizontal coordinates were established by GPS observations JS1282.and adjusted by the National Geodetic Survey in September 2005. JS1282.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS1282.DATUM ITEM on the data sheet items page. JS1282.The horizontal coordinates are valid at the epoch date displayed above. JS1282.The epoch date for horizontal control is a decimal equivalence JS1282.of Year/Month/Day. JS1282 JS1282.The orthometric height was determined by differential leveling JS1282.and adjusted by the National Geodetic Survey in June 1991. JS1282 JS1282.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS1282 JS1282.The Laplace correction was computed from DEFLEC99 derived deflections. JS1282 JS1282.The ellipsoidal height was determined by GPS observations JS1282.and is referenced to NAD 83. JS1282 JS1282.The geoid height was determined by GEOID03. JS1282 JS1282.The dynamic height is computed by dividing the NAVD 88 JS1282.geopotential number by the normal gravity value computed on the JS1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JS1282.degrees latitude (g = 980.6199 gals.). JS1282 JS1282.The modeled gravity was interpolated from observed gravity values. JS1282 JS1282; North East Units Scale Factor Converg. JS1282;SPC CA 2 - 563,966.592 2,061,074.886 MT 1.00002227 +0 26 23.4 JS1282;SPC CA 2 - 1,850,280.39 6,762,043.19 sFT 1.00002227 +0 26 23.4 JS1282;UTM 10 - 4,233,894.126 648,564.310 MT 0.99987183 +1 03 03.5 JS1282 JS1282! - Elev Factor x Scale Factor = Combined Factor JS1282!SPC CA 2 - 1.00000245 x 1.00002227 = 1.00002472 JS1282!UTM 10 - 1.00000245 x 0.99987183 = 0.99987428 JS1282 JS1282 SUPERSEDED SURVEY CONTROL JS1282 JS1282 NAD 83(1992)- 38 14 26.83805(N) 121 18 08.51062(W) AD(1997.30) 1 JS1282 ELLIP H (07/10/98) -15.62 (m) GP(1997.30) 4 1 JS1282 NAD 83(1992)- 38 14 26.83749(N) 121 18 08.51060(W) AD(1997.30) 1 JS1282 ELLIP H (05/14/98) -15.53 (m) GP(1997.30) 3 1 JS1282 NAD 83(1992)- 38 14 26.83562(N) 121 18 08.50636(W) AD(1991.35) 1 JS1282 ELLIP H (06/13/97) -15.51 (m) GP(1991.35) 4 2 JS1282 NAVD 88 (06/13/97) 15.39 (m) 50.5 (f) LEVELING 3 JS1282 NGVD 29 (??/??/92) 14.659 (m) 48.09 (f) ADJ UNCH 1 2 JS1282 JS1282.Superseded values are not recommended for survey control. JS1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1282.See file dsdata.txt to determine how the superseded data were derived. JS1282 JS1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4856433894(NAD 83) JS1282_MARKER: DB = BENCH MARK DISK JS1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1282_SP_SET: CONCRETE POST JS1282_STAMPING: Z 935 1958 JS1282_MARK LOGO: CGS JS1282_MAGNETIC: N = NO MAGNETIC MATERIAL JS1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1282+STABILITY: SURFACE MOTION JS1282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS1282+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004 JS1282 JS1282 HISTORY - Date Condition Report By JS1282 HISTORY - 1958 MONUMENTED CGS JS1282 HISTORY - 1987 GOOD NGS JS1282 HISTORY - 19960202 GOOD CADT JS1282 HISTORY - 19970829 GOOD BOR JS1282 HISTORY - 20030820 GOOD CADT JS1282 HISTORY - 20040328 GOOD CADT JS1282 JS1282 STATION DESCRIPTION JS1282 JS1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 JS1282'0.8 MI S FROM GALT. JS1282'0.8 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM JS1282'THE STATION AT GALT, IN R 6 E, T 5 N, S 34, ACROSS THE TRACK JS1282'FROM A CEMETERY, 216 FEET NORTH OF THE CROSSING OF AN ASPHALT JS1282'ROAD, 40.2 FEET WEST OF THE WEST RAIL, 16 FEET SOUTH OF TELEPHONE JS1282'POLE 61-G (THE SECOND TELEPHONE POLE SOUTH OF MILEPOLE 111), 2.4 JS1282'FEET EAST OF A FENCE, 2.0 FEET NORTH OF A WITNESS POST, ABOUT JS1282'3 FEET HIGHER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE JS1282'POST PROJECTING 0.3 FOOT ABOVE THE GROUND. JS1282 JS1282 STATION RECOVERY (1987) JS1282 JS1282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 JS1282'RECOVERED IN GOOD CONDITION. JS1282 JS1282 STATION RECOVERY (1996) JS1282 JS1282'RECOVERY NOTE BY CALTRANS 1996 (PD) JS1282'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE JS1282'STATION IS LOCATED ON THE WEST SIDE OF THE SOUTHERN PACIFIC RAILROAD JS1282'TRACKS AT KOST ROAD IN GALT, ABOUT 25 MI (40.2 KM) SOUTH OF JS1282'SACRAMENTO, 12 MI (19.3 KM) SOUTH OF ELK GROVE AND 7 MI (11.3 KM) JS1282'NORTH OF LODI. TO REACH THE STATION FROM THE JUNCTION OF STATE JS1282'HIGHWAYS 99 AND 104 (TWIN CITIES ROAD) , ABOUT 8 MI (12.9 KM) SOUTH OF JS1282'ELK GROVE, GO SOUTH ON HIGHWAY 99 FOR 2.5 MI (4.0 KM) TO THE CENTRAL JS1282'GALT OFF-RAMP. TAKE THE OFF-RAMP SOUTH FOR 0.2 MI (0.3 KM) TO THE JS1282'INTERSECTION WITH C STREET. TURN RIGHT AND GO WEST ON C STREET FOR JS1282'0.4 MI (0.6 KM) TO THE INTERSECTION WITH LINCOLN WAY. TURN LEFT AND JS1282'GO SOUTH ON LINCOLN WAY FOR 0.95 MI (1.53 KM) TO A SIDE ROAD RIGHT, JS1282'KOST ROAD. TURN RIGHT AND GO WEST ON KOST ROAD FOR 0.25 MI (0.40 KM) JS1282'TO THE SOUTHERN PACIFIC RAILROAD TRACKS AND THE STATION ON THE RIGHT. JS1282'THE STATION IS 211.5 FT (64.5 M) NORTH OF THE CENTERLINE OF KOST ROAD JS1282'(MEASURED PARALLEL WITH THE TRACKS) , 44.3 FT (13.5 M) WEST OF THE JS1282'WEST RAIL OF THE TRACKS, 16.0 FT (4.9 M) SOUTH OF A UTILITY POLE, 2.5 JS1282'FT (0.8 M) EAST OF A BARBED WIRE FENCE, 1.5 FT (0.5 M) EAST OF A JS1282'CARSONITE WITNESS POST, ABOUT 1 FT (0.3 M) HIGHER THAN THE TRACKS AND JS1282'FLUSH WITH THE GROUND. THIS STATION WAS OCCUPIED AS PART OF A JS1282'CALIFORNIA HPGN DENSIFICATION SURVEY. JS1282 JS1282 STATION RECOVERY (1997) JS1282 JS1282'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS1282'THE STATION WAS RECOVERED AND OCCUPIED AS PART OF THE SAN JS1282'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. JS1282 JS1282 STATION RECOVERY (2003) JS1282 JS1282'RECOVERY NOTE BY CALTRANS 2003 (RLM) JS1282'THE STATION WAS RECOVERED IN GOOD CONDITION. THE PREVIOUS DESCRIPTION JS1282'IS SUFFICIENT WITH THE FOLLOWING ADDITION. THE UTILITY POLE AND JS1282'BARBED WIRE FENCE HAVE BEEN REMOVED. THIS STATION WAS OCCUPIED AS JS1282'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT JS1282'MODERNIZATION PROJECT. JS1282 JS1282 STATION RECOVERY (2004) JS1282 JS1282'RECOVERY NOTE BY CALTRANS 2004 (RLM) JS1282'RECOVERED IN GOOD CONDITION.