1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS1729 *********************************************************************** JS1729 HT_MOD - This is a Height Modernization Survey Station. JS1729 DESIGNATION - A 969 JS1729 PID - JS1729 JS1729 STATE/COUNTY- CA/SACRAMENTO JS1729 USGS QUAD - JERSEY ISLAND (1978) JS1729 JS1729 *CURRENT SURVEY CONTROL JS1729 ___________________________________________________________________ JS1729* NAD 83(1998)- 38 05 32.56279(N) 121 38 04.15912(W) ADJUSTED JS1729* NAVD 88 - 3.79 (meters) 12.4 (feet) GPS OBS JS1729 ___________________________________________________________________ JS1729 EPOCH DATE - 2002.86 JS1729 X - -2,636,175.368 (meters) COMP JS1729 Y - -4,279,268.075 (meters) COMP JS1729 Z - 3,913,501.378 (meters) COMP JS1729 LAPLACE CORR- 3.15 (seconds) DEFLEC99 JS1729 ELLIP HEIGHT- -28.50 (meters) (10/28/05) GPS OBS JS1729 GEOID HEIGHT- -32.29 (meters) GEOID03 JS1729 JS1729 HORZ ORDER - FIRST JS1729 VERT ORDER - FIRST CLASS II (See Below) JS1729 ELLP ORDER - FOURTH CLASS I JS1729 JS1729.The horizontal coordinates were established by GPS observations JS1729.and adjusted by the National Geodetic Survey in October 2005. JS1729.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS1729.DATUM ITEM on the data sheet items page. JS1729.The horizontal coordinates are valid at the epoch date displayed above. JS1729.The epoch date for horizontal control is a decimal equivalence JS1729.of Year/Month/Day. JS1729 JS1729.The orthometric height was determined by GPS observations and a JS1729.high-resolution geoid model using precise GPS observation and JS1729.processing techniques. JS1729.The vertical order pertains to the NGVD 29 superseded value. JS1729 JS1729.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS1729 JS1729.The Laplace correction was computed from DEFLEC99 derived deflections. JS1729 JS1729.The ellipsoidal height was determined by GPS observations JS1729.and is referenced to NAD 83. JS1729 JS1729.The geoid height was determined by GEOID03. JS1729 JS1729; North East Units Scale Factor Converg. JS1729;SPC CA 2 - 547,322.460 2,032,065.393 MT 1.00006334 +0 13 49.6 JS1729;SPC CA 2 - 1,795,673.77 6,666,867.88 sFT 1.00006334 +0 13 49.6 JS1729;UTM 10 - 4,216,945.066 619,740.437 MT 0.99977658 +0 50 33.1 JS1729 JS1729! - Elev Factor x Scale Factor = Combined Factor JS1729!SPC CA 2 - 1.00000447 x 1.00006334 = 1.00006781 JS1729!UTM 10 - 1.00000447 x 0.99977658 = 0.99978105 JS1729 JS1729 SUPERSEDED SURVEY CONTROL JS1729 JS1729 NAD 83(1992)- 38 05 32.56073(N) 121 38 04.15603(W) AD(1997.30) 1 JS1729 ELLIP H (07/10/98) -28.50 (m) GP(1997.30) 4 1 JS1729 NAD 83(1992)- 38 05 32.56032(N) 121 38 04.15648(W) AD(1997.30) 1 JS1729 ELLIP H (05/14/98) -28.42 (m) GP(1997.30) 3 1 JS1729 NGVD 29 (??/??/92) 3.147 (m) 10.32 (f) ADJ UNCH 1 2 JS1729 JS1729.Superseded values are not recommended for survey control. JS1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1729.See file dsdata.txt to determine how the superseded data were derived. JS1729 JS1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1974016945(NAD 83) JS1729_MARKER: DB = BENCH MARK DISK JS1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT JS1729_STAMPING: A 969 1964 JS1729_MARK LOGO: CGS JS1729_MAGNETIC: N = NO MAGNETIC MATERIAL JS1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1729+STABILITY: SURFACE MOTION JS1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS1729+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2002 JS1729 JS1729 HISTORY - Date Condition Report By JS1729 HISTORY - 1964 MONUMENTED CGS JS1729 HISTORY - 19970714 GOOD BOR JS1729 HISTORY - 20020904 GOOD CADWR JS1729 JS1729 STATION DESCRIPTION JS1729 JS1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 JS1729'AT TWITCHELL ISLAND. JS1729'ON THE SOUTHEAST SIDE OF TWITCHELL ISLAND, 0.7 MILE SOUTH OF JS1729'BENCH MARK 322 N (USE), ABOUT 80 FEET WEST-NORTHWEST OF CHANNEL JS1729'LIGHT 33, 17 FEET EAST OF THE CENTER LINE OF A LEVEE ROAD ALONG JS1729'THE NORTHWEST BANK OF SAN JOAQUIN RIVER, 1.5 FEET SOUTH OF A JS1729'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A JS1729'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. JS1729 JS1729 STATION RECOVERY (1997) JS1729 JS1729'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS1729'THE STATION WAS RECOVERED AND A COMPLETE NEW DESCRIPTION FOLLOWS. THE JS1729'STATION IS LOCATED ON THE SOUTHEAST SHORE OF TWITCHELL ISLAND, ABOUT JS1729'10.9 MI (17.5 KM) NORTHEAST OF ANTIOCH AND 6 MI (9.7 KM) SOUTHEAST OF JS1729'RIO VISTA. TO REACH THE STATION FROM THE INTERSECTION OF STATE JS1729'HIGHWAYS 12 AND 160 EAST OF RIO VISTA, GO SOUTH ON HIGHWAY 160 FOR JS1729'ABOUT 2.4 MI (3.9 KM) TO A SIDE ROAD LEFT, BRANNAN ISLAND ROAD. TURN JS1729'LEFT ONTO BRANNAN ISLAND ROAD AND GO EAST FOR 0.3 MI (0.5 KM) TO A JS1729'SIDE ROAD LEFT, BRANNAN ISLAND ROAD. CONTINUE EAST, NOW ON TWITCHELL JS1729'ISLAND ROAD, FOR 2.3 MI (3.7 KM) TO AN UNNAMED PAVED SIDE ROAD RIGHT. JS1729'TURN RIGHT AND GO SOUTH FOR 1.3 MI (2.1 KM) TO A LOCKED GATE NEAR THE JS1729'SOUTH SHORE OF THE ISLAND. GO THROUGH THE GATE, PAST BENCHMARK B 969 JS1729'AT THE BASE OF SOME POWER POLES ON THE RIGHT, THEN TURN LEFT AND GO JS1729'EAST UP ONTO THE LEVEE ROAD. FROM THE TOP OF THE LEVEE, GO EAST FOR JS1729'1.1 MI (1.8 KM) ON THE LEVEE ROAD TO THE STATION ON THE RIGHT. THE JS1729'STATION IS ABOUT 950 FT (289.6 M) NORTH OF CHANNEL LIGHT 37, ABOUT 440 JS1729'FT (134.1 M) NORTH OF ROAD MARKER 460+00, ABOUT 560 FT (170.7 M) SOUTH JS1729'OF ROAD MARKER 450+00, 15 FT (4.6 M) EAST OF CENTERLINE OF THE LEVEE JS1729'ROAD, 7 FT (2.1 M) WEST OF THE EAST EDGE OF THE LEVEE, 1.8 FT (0.5 M) JS1729'SOUTH OF A METAL FENCE POST, 1.8 FT (0.5 M) NORTH OF A METAL FENCE JS1729'POST, 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS POST, AND SET IN THE JS1729'TOP OF A CONCRETE POST PROJECTING 0.5 FT (0.2 M) ABOVE THE GROUND. JS1729'THE STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER JS1729'DELTA GPS/VERTICAL PROJECT. JS1729 JS1729 STATION RECOVERY (2002) JS1729 JS1729'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS1729'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS1729'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6631 *********************************************************************** DH6631 DESIGNATION - BM 4 103 DH6631 PID - DH6631 DH6631 STATE/COUNTY- CA/SACRAMENTO DH6631 USGS QUAD - FLORIN (1980) DH6631 DH6631 *CURRENT SURVEY CONTROL DH6631 ___________________________________________________________________ DH6631* NAD 83(1998)- 38 25 49.94998(N) 121 23 52.93949(W) ADJUSTED DH6631* NAVD 88 - 10.8 (meters) 35. (feet) GPS OBS DH6631 ___________________________________________________________________ DH6631 EPOCH DATE - 2004.69 DH6631 X - -2,606,386.732 (meters) COMP DH6631 Y - -4,270,275.607 (meters) COMP DH6631 Z - 3,942,979.949 (meters) COMP DH6631 LAPLACE CORR- 5.21 (seconds) DEFLEC99 DH6631 ELLIP HEIGHT- -20.01 (meters) (09/28/05) GPS OBS DH6631 GEOID HEIGHT- -30.80 (meters) GEOID03 DH6631 DH6631 HORZ ORDER - B DH6631 ELLP ORDER - FOURTH CLASS I DH6631 DH6631.The horizontal coordinates were established by GPS observations DH6631.and adjusted by the National Geodetic Survey in September 2005. DH6631.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6631.DATUM ITEM on the data sheet items page. DH6631.The horizontal coordinates are valid at the epoch date displayed above. DH6631.The epoch date for horizontal control is a decimal equivalence DH6631.of Year/Month/Day. DH6631 DH6631.The orthometric height was determined by GPS observations and a DH6631.high-resolution geoid model. DH6631 DH6631.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6631 DH6631.The Laplace correction was computed from DEFLEC99 derived deflections. DH6631 DH6631.The ellipsoidal height was determined by GPS observations DH6631.and is referenced to NAD 83. DH6631 DH6631.The geoid height was determined by GEOID03. DH6631 DH6631; North East Units Scale Factor Converg. DH6631;SPC CA 2 - 584,969.334 2,052,559.666 MT 0.99997938 +0 22 46.3 DH6631;SPC CA 2 - 1,919,186.89 6,734,106.17 sFT 0.99997938 +0 22 46.3 DH6631;UTM 10 - 4,254,801.438 639,825.842 MT 0.99984078 +0 59 45.2 DH6631 DH6631! - Elev Factor x Scale Factor = Combined Factor DH6631!SPC CA 2 - 1.00000314 x 0.99997938 = 0.99998252 DH6631!UTM 10 - 1.00000314 x 0.99984078 = 0.99984392 DH6631 DH6631 SUPERSEDED SURVEY CONTROL DH6631 DH6631.No superseded survey control is available for this station. DH6631 DH6631_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3982654801(NAD 83) DH6631_MARKER: DD = SURVEY DISK DH6631_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS DH6631_SP_SET: BRIDGE SIDEWALK DH6631_STAMPING: BM 4-103 DH6631_MARK LOGO: CA-067 DH6631_MAGNETIC: N = NO MAGNETIC MATERIAL DH6631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DH6631+STABILITY: POSITION/ELEVATION WELL DH6631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6631+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 DH6631 DH6631 HISTORY - Date Condition Report By DH6631 HISTORY - UNK MONUMENTED CA-067 DH6631 HISTORY - 20041005 GOOD CADT DH6631 DH6631 STATION DESCRIPTION DH6631 DH6631'DESCRIBED BY CALTRANS 2004 (FTC) DH6631'THE STATION IS LOCATED IN SACRAMENTO COUNTY NEAR LAGUNA AND ABOUT 11.2 DH6631'KM EAST OF CLARKSBURG, 6.7 KM SOUTH OF FLORIN, 4.3 KM NORTHWEST OF DH6631'ELK GROVE, AND 2.4 KM NORTHEAST OF LAGUNA. DH6631' DH6631'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 99 AND DH6631'SHELDON ROAD, PROCEED 55 M EAST ON SHELDON ROAD CROSSING OVER STATE DH6631'HIGHWAY 99 TO THE INTERSECTION WITH EAST STOCKTON ROAD. TURN RIGHT ON DH6631'EAST STOCKTON ROAD AND PROCEED 865 M SOUTH TO THE STATION ON THE LEFT DH6631'AT THE SOUTHEAST CORNER OF THE LAGUNA CREEK BRIDGE. DH6631' DH6631'THE STATION IS A SACRAMENTO COUNTY DEPARTMENT OF PUBLIC WORKS BRASS DH6631'SURVEY DISK SET IN THE CONCRETE SIDEWALK OVER THE BRIDGE ABUTMENT. DH6631'THE STATION LIES 28.2 M SOUTH OF LIGHT POLE NO. 33299, 7.5 M EAST OF DH6631'THE CENTERLINE OF EAST STOCKTON ROAD, 4.6 M NORTH OF THE SOUTH END OF DH6631'THE EASTERLY BRIDGE SIDEWALK, 1.5 M WEST OF THE EAST BRIDGE GUARDRAIL, DH6631'AND ABOUT 0.25 M ABOVE THE ROAD. THIS STATION WAS OCCUPIED AS PART OF DH6631'A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT MODERNIZATION DH6631'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6483 *********************************************************************** DH6483 DESIGNATION - BRADSHAW DH6483 PID - DH6483 DH6483 STATE/COUNTY- CA/SACRAMENTO DH6483 USGS QUAD - CARMICHAEL (1992) DH6483 DH6483 *CURRENT SURVEY CONTROL DH6483 ___________________________________________________________________ DH6483* NAD 83(1998)- 38 33 42.05654(N) 121 20 53.68120(W) ADJUSTED DH6483* NAVD 88 - 17.6 (meters) 58. (feet) GPS OBS DH6483 ___________________________________________________________________ DH6483 EPOCH DATE - 2004.69 DH6483 X - -2,597,963.376 (meters) COMP DH6483 Y - -4,264,805.224 (meters) COMP DH6483 Z - 3,954,377.660 (meters) COMP DH6483 LAPLACE CORR- 5.54 (seconds) DEFLEC99 DH6483 ELLIP HEIGHT- -12.95 (meters) (09/28/05) GPS OBS DH6483 GEOID HEIGHT- -30.50 (meters) GEOID03 DH6483 DH6483 HORZ ORDER - B DH6483 ELLP ORDER - FOURTH CLASS I DH6483 DH6483.The horizontal coordinates were established by GPS observations DH6483.and adjusted by the National Geodetic Survey in September 2005. DH6483.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6483.DATUM ITEM on the data sheet items page. DH6483.The horizontal coordinates are valid at the epoch date displayed above. DH6483.The epoch date for horizontal control is a decimal equivalence DH6483.of Year/Month/Day. DH6483 DH6483.The orthometric height was determined by GPS observations and a DH6483.high-resolution geoid model. DH6483 DH6483.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6483 DH6483.The Laplace correction was computed from DEFLEC99 derived deflections. DH6483 DH6483.The ellipsoidal height was determined by GPS observations DH6483.and is referenced to NAD 83. DH6483 DH6483.The geoid height was determined by GEOID03. DH6483 DH6483; North East Units Scale Factor Converg. DH6483;SPC CA 2 - 599,555.863 2,056,802.909 MT 0.99995606 +0 24 39.3 DH6483;SPC CA 2 - 1,967,042.86 6,748,027.54 sFT 0.99995606 +0 24 39.3 DH6483;UTM 10 - 4,269,431.112 643,911.118 MT 0.99985505 +1 01 47.3 DH6483 DH6483! - Elev Factor x Scale Factor = Combined Factor DH6483!SPC CA 2 - 1.00000203 x 0.99995606 = 0.99995809 DH6483!UTM 10 - 1.00000203 x 0.99985505 = 0.99985708 DH6483 DH6483 SUPERSEDED SURVEY CONTROL DH6483 DH6483.No superseded survey control is available for this station. DH6483 DH6483_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4391169431(NAD 83) DH6483_MARKER: DD = SURVEY DISK DH6483_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6483+WITH SETTING: INFORMATION. DH6483_STAMPING: BRADSHAW 2004 DH6483_MARK LOGO: CADT DH6483_PROJECTION: FLUSH DH6483_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6483+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004 DH6483_ROD/PIPE-DEPTH: 2.60 meters DH6483_SLEEVE-DEPTH : N/A meters DH6483 DH6483 HISTORY - Date Condition Report By DH6483 HISTORY - 20040802 MONUMENTED CADT DH6483 DH6483 STATION DESCRIPTION DH6483 DH6483'DESCRIBED BY CALTRANS 2004 (PTD) DH6483'THE STATION IS LOCATED IN SACRAMENTO COUNTY NEAR SACRAMENTO AND ABOUT DH6483'21 KM SOUTHWEST OF FOLSOM, 18 KM NORTH OF ELK GROVE, AND 13.5 KM EAST DH6483'OF DOWNTOWN SACRAMENTO. DH6483' DH6483'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 99 AND US DH6483'HIGHWAY 50 IN SACRAMENTO, PROCEED 11.0 KM EAST ON US HIGHWAY 50 TO DH6483'THE MAYHEW OVERCROSSING AND THE STATION ON THE RIGHT JUST ABOUT 100 M DH6483'FURTHER EAST AT HIGHWAY POST MILE 7.03 ON THE SOUTH SIDE OF US DH6483'HIGHWAY 50. DH6483' DH6483'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO 2.6 M, WITH A DH6483'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6483'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 62 M DH6483'SOUTHEAST OF CALL BOX NO. SA-50-72, 35.1 M WEST OF A CAMERA CONTROL DH6483'PEDASTAL, 15.4 M SOUTH OF THE EDGE OF PAVEMENT OF THE HIGHWAY, 6.2 M DH6483'NORTH OF A WIRE MESH R/W FENCE, 6.0 M NORTH OF A METAL GUARD POST, DH6483'AND ABOUT 0.6 M LOWER THAN THE HIGHWAY. THIS STATION WAS OCCUPIED AS DH6483'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT DH6483'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6894 *********************************************************************** DH6894 HT_MOD - This is a Height Modernization Survey Station. DH6894 DESIGNATION - CALVINE 2 DH6894 PID - DH6894 DH6894 STATE/COUNTY- CA/SACRAMENTO DH6894 USGS QUAD - ELK GROVE (1979) DH6894 DH6894 *CURRENT SURVEY CONTROL DH6894 ___________________________________________________________________ DH6894* NAD 83(1998)- 38 27 07.24676(N) 121 16 37.41594(W) ADJUSTED DH6894* NAVD 88 - 27.13 (meters) 89.0 (feet) GPS OBS DH6894 ___________________________________________________________________ DH6894 EPOCH DATE - 2002.86 DH6894 X - -2,596,601.852 (meters) COMP DH6894 Y - -4,274,514.213 (meters) COMP DH6894 Z - 3,944,857.195 (meters) COMP DH6894 LAPLACE CORR- 6.10 (seconds) DEFLEC99 DH6894 ELLIP HEIGHT- -3.21 (meters) (10/28/05) GPS OBS DH6894 GEOID HEIGHT- -30.35 (meters) GEOID03 DH6894 DH6894 HORZ ORDER - FIRST DH6894 ELLP ORDER - FOURTH CLASS I DH6894 DH6894.The horizontal coordinates were established by GPS observations DH6894.and adjusted by the National Geodetic Survey in October 2005. DH6894.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6894.DATUM ITEM on the data sheet items page. DH6894.The horizontal coordinates are valid at the epoch date displayed above. DH6894.The epoch date for horizontal control is a decimal equivalence DH6894.of Year/Month/Day. DH6894 DH6894.The orthometric height was determined by GPS observations and a DH6894.high-resolution geoid model using precise GPS observation and DH6894.processing techniques. DH6894 DH6894.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6894 DH6894.The Laplace correction was computed from DEFLEC99 derived deflections. DH6894 DH6894.The ellipsoidal height was determined by GPS observations DH6894.and is referenced to NAD 83. DH6894 DH6894.The geoid height was determined by GEOID03. DH6894 DH6894; North East Units Scale Factor Converg. DH6894;SPC CA 2 - 587,429.625 2,063,103.646 MT 0.99997521 +0 27 20.8 DH6894;SPC CA 2 - 1,927,258.69 6,768,699.21 sFT 0.99997521 +0 27 20.8 DH6894;UTM 10 - 4,257,374.659 650,341.517 MT 0.99987835 +1 04 17.9 DH6894 DH6894! - Elev Factor x Scale Factor = Combined Factor DH6894!SPC CA 2 - 1.00000050 x 0.99997521 = 0.99997571 DH6894!UTM 10 - 1.00000050 x 0.99987835 = 0.99987885 DH6894 DH6894 SUPERSEDED SURVEY CONTROL DH6894 DH6894.No superseded survey control is available for this station. DH6894 DH6894_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH5034257375(NAD 83) DH6894_MARKER: DD = SURVEY DISK DH6894_SETTING: 30 = SET IN A LIGHT STRUCTURE DH6894_SP_SET: CONCRETE PAD DH6894_STAMPING: CALVINE 2 2002 DH6894_MARK LOGO: CADWR DH6894_MAGNETIC: N = NO MAGNETIC MATERIAL DH6894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DH6894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6894+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002 DH6894 DH6894 HISTORY - Date Condition Report By DH6894 HISTORY - 20020801 MONUMENTED CADWR DH6894 DH6894 STATION DESCRIPTION DH6894 DH6894'DESCRIBED BY CA DEPT OF WATER RES 2002 (WLB) DH6894'THE STATION IS SOUTHEAST OF SACRAMENTO AND NORTHEAST OF ELK GROVE. TO DH6894'REACH FROM THE INTERSECTION OF STATE HWY 99 AND CALVINE ROAD IN DH6894'SOUTHERN SACRAMENTO, DRIVE EAST ON CALVINE RD FOR 7.3 MI TO A DH6894'T-INTERSECTION WITH GRANT LINE ROAD. TURN RIGHT AND DRIVE SOUTHWEST DH6894'ON GRANT LINE RD FOR 160 FT AND THE MARK ON THE LEFT (EAST). THE MARK DH6894'IS 78.0 FT SOUTH-SOUTHEAST OF THE CENTERLINE OF GRANT LINE ROAD, 35.5 DH6894'FT NORTH OF THE EAST GATE POST OF A 17-FT-WIDE GATE NFOR A FARM ROAD DH6894'LEADING SOUTH, 16.2 FT SOUTHWEST OF AN ORANGE AND WHITE 'BURIED FIBER DH6894'OPTIC CABLE' WARNING SIGNPOST, 15.7 FT NORTHWEST OF A 12-IN-DIA OAK DH6894'TREE THAT IS ABOUT 25 FT HIGH, 10.8 FT NORTH OF UTILITY POLE NO. DH6894'UD053489/S211, AND 1.5 FT WEST OF THE NORTHWEST CORNER OF THE UTILITY DH6894'CABINET. THE MARK IS A 3.5-IN DIA BRASS DWR DISK SET 0.8 FT DH6894'EAST-SOUTHEAST OF THE NORTHWEST CORNER OF A 3.5 FT BY 5.5 FT CONCRETE DH6894'PAD FOR A PALE GREEN UTILITY CABINET ABOUT 4 FT HIGH. THE STATION WAS DH6894'OBSERVED AS PART OF THE DWR DELTA 2002 SUBSIDENCE NETWORK HEIGHT DH6894'MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC9237 *********************************************************************** AC9237 HT_MOD - This is a Height Modernization Survey Station. AC9237 DESIGNATION - CONTROL MONUMENT LR 208 AC9237 PID - AC9237 AC9237 STATE/COUNTY- CA/SACRAMENTO AC9237 USGS QUAD - RIO LINDA (1992) AC9237 AC9237 *CURRENT SURVEY CONTROL AC9237 ___________________________________________________________________ AC9237* NAD 83(1998)- 38 39 18.54312(N) 121 23 14.17816(W) ADJUSTED AC9237* NAVD 88 - 23.39 (meters) 76.7 (feet) GPS OBS AC9237 ___________________________________________________________________ AC9237 EPOCH DATE - 2004.69 AC9237 X - -2,597,498.086 (meters) COMP AC9237 Y - -4,257,511.500 (meters) COMP AC9237 Z - 3,962,489.152 (meters) COMP AC9237 LAPLACE CORR- 3.96 (seconds) DEFLEC99 AC9237 ELLIP HEIGHT- -7.19 (meters) (09/28/05) GPS OBS AC9237 GEOID HEIGHT- -30.51 (meters) GEOID03 AC9237 AC9237 HORZ ORDER - B AC9237 ELLP ORDER - FOURTH CLASS I AC9237 AC9237.The horizontal coordinates were established by GPS observations AC9237.and adjusted by the National Geodetic Survey in September 2005. AC9237.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC9237.DATUM ITEM on the data sheet items page. AC9237.The horizontal coordinates are valid at the epoch date displayed above. AC9237.The epoch date for horizontal control is a decimal equivalence AC9237.of Year/Month/Day. AC9237 AC9237.The orthometric height was determined by GPS observations and a AC9237.high-resolution geoid model using precise GPS observation and AC9237.processing techniques. It supersedes the leveled height previously AC9237.determined for this station. AC9237 AC9237.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC9237 AC9237.The Laplace correction was computed from DEFLEC99 derived deflections. AC9237 AC9237.The ellipsoidal height was determined by GPS observations AC9237.and is referenced to NAD 83. AC9237 AC9237.The geoid height was determined by GEOID03. AC9237 AC9237; North East Units Scale Factor Converg. AC9237;SPC CA 2 - 609,907.189 2,053,331.666 MT 0.99994260 +0 23 10.7 AC9237;SPC CA 2 - 2,001,003.84 6,736,638.97 sFT 0.99994260 +0 23 10.7 AC9237;UTM 10 - 4,279,743.230 640,328.417 MT 0.99984250 +1 00 27.1 AC9237 AC9237! - Elev Factor x Scale Factor = Combined Factor AC9237!SPC CA 2 - 1.00000113 x 0.99994260 = 0.99994373 AC9237!UTM 10 - 1.00000113 x 0.99984250 = 0.99984363 AC9237 AC9237 SUPERSEDED SURVEY CONTROL AC9237 AC9237 NAD 83(1998)- 38 39 18.54189(N) 121 23 14.17731(W) AD(2002.53) 1 AC9237 ELLIP H (02/03/03) -7.17 (m) GP(2002.53) 4 1 AC9237 NAD 83(1992)- 38 39 18.53792(N) 121 23 14.17065(W) AD(1991.35) 1 AC9237 ELLIP H (06/13/97) -7.06 (m) GP(1991.35) 4 2 AC9237 NAVD 88 (06/13/97) 23.38 (m) 76.7 (f) LEVELING 3 AC9237 AC9237.Superseded values are not recommended for survey control. AC9237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC9237.See file dsdata.txt to determine how the superseded data were derived. AC9237 AC9237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4032879743(NAD 83) AC9237_MARKER: DD = SURVEY DISK AC9237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC9237_STAMPING: LR 208 AC9237_MARK LOGO: RTSD AC9237_MAGNETIC: N = NO MAGNETIC MATERIAL AC9237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC9237+STABILITY: SURFACE MOTION AC9237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC9237+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 AC9237 AC9237 HISTORY - Date Condition Report By AC9237 HISTORY - 1992 MONUMENTED FE AC9237 HISTORY - 19940610 GOOD CADT AC9237 HISTORY - 20020831 GOOD FRAME AC9237 HISTORY - 20041005 GOOD CADT AC9237 AC9237 STATION DESCRIPTION AC9237 AC9237'DESCRIBED BY CALTRANS 1994 (JCB) AC9237'THE STATION IS LOCATED NEAR THE INTERSECTION OF WATT AVENUE AND AC9237'ROSEVILLE ROAD, ALONG THE SOUTHEAST BOUNDARY OF MCCLELLAN AIR FORCE AC9237'BASE, ABOUT 7 MI (11.3 KM) NORTHEAST OF SACRAMENTO. TO REACH THE AC9237'STATION FROM THE INTERSTATE HIGHWAY 80 AND WATT AVENUE INTERCHANGE, GO AC9237'NORTH ON WATT AVENUE FOR 0.85 MI (1.37 KM) TO THE INTERSECTION WITH AC9237'ROSEVILLE ROAD. TURN LEFT AND GO SOUTHWEST ON ROSEVILLE ROAD FOR 0.3 AC9237'MI (0.5 KM) TO THE CONCRETE CHANNEL FOR MAGPIE CREEK UNDER ROSEVILLE AC9237'ROAD AND THE STATION ON THE RIGHT. THE STATION IS A SACRAMENTO AC9237'REGIONAL TRANSIT DISTRICT SURVEY DISK SET IN CONCRETE FLUSH WITH THE AC9237'GROUND, ABOUT 300 FT (91.4 M) NORTHEAST OF THE CENTER LINE OF MYRTLE AC9237'ROAD EXTENDED NORTHWEST ACROSS ROSEVILLE ROAD, 38.5 FT (11.7 M) AC9237'NORTHWEST OF THE NORTHWEST EDGE OF PAVEMENT OF ROSEVILLE ROAD, 23.3 FT AC9237'(7.1 M) SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHERN PACIFIC AC9237'RAILROAD TRACKS, 7.0 FT (2.1 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE AC9237'CONCRETE CHANNEL LINING, 2.0 FT (0.6 M) SOUTHEAST OF A CARSONITE AC9237'WITNESS POST, 1.1 FT (0.3 M) SOUTHWEST OF ANOTHER CARSONITE WITNESS AC9237'POST AND LEVEL WITH THE TOP OF THE CONCRETE CHANNEL LINING. THIS AC9237'STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION AC9237'SURVEY. AC9237 AC9237 STATION RECOVERY (2002) AC9237 AC9237'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AC9237'RECOVERED AS DESCRIBED. AC9237 AC9237 STATION RECOVERY (2004) AC9237 AC9237'RECOVERY NOTE BY CALTRANS 2004 (RLM) AC9237'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AC9237'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AC9237'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS4311 *********************************************************************** JS4311 HT_MOD - This is a Height Modernization Survey Station. JS4311 DESIGNATION - COURTLAND JS4311 PID - JS4311 JS4311 STATE/COUNTY- CA/SACRAMENTO JS4311 USGS QUAD - COURTLAND (1993) JS4311 JS4311 *CURRENT SURVEY CONTROL JS4311 ___________________________________________________________________ JS4311* NAD 83(1998)- 38 20 24.75948(N) 121 33 40.05112(W) ADJUSTED JS4311* NAVD 88 - 8.07 (meters) 26.5 (feet) GPS OBS JS4311 ___________________________________________________________________ JS4311 EPOCH DATE - 2002.86 JS4311 X - -2,621,788.533 (meters) COMP JS4311 Y - -4,268,142.513 (meters) COMP JS4311 Z - 3,935,118.144 (meters) COMP JS4311 LAPLACE CORR- 5.60 (seconds) DEFLEC99 JS4311 ELLIP HEIGHT- -23.41 (meters) (10/28/05) GPS OBS JS4311 GEOID HEIGHT- -31.49 (meters) GEOID03 JS4311 JS4311 HORZ ORDER - FIRST JS4311 ELLP ORDER - FOURTH CLASS I JS4311 JS4311.The horizontal coordinates were established by GPS observations JS4311.and adjusted by the National Geodetic Survey in October 2005. JS4311.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS4311.DATUM ITEM on the data sheet items page. JS4311.The horizontal coordinates are valid at the epoch date displayed above. JS4311.The epoch date for horizontal control is a decimal equivalence JS4311.of Year/Month/Day. JS4311 JS4311.The orthometric height was determined by GPS observations and a JS4311.high-resolution geoid model using precise GPS observation and JS4311.processing techniques. JS4311 JS4311.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS4311 JS4311.The Laplace correction was computed from DEFLEC99 derived deflections. JS4311 JS4311.The ellipsoidal height was determined by GPS observations JS4311.and is referenced to NAD 83. JS4311 JS4311.The geoid height was determined by GEOID03. JS4311 JS4311; North East Units Scale Factor Converg. JS4311;SPC CA 2 - 574,860.970 2,038,368.474 MT 0.99999845 +0 16 36.1 JS4311;SPC CA 2 - 1,886,023.03 6,687,547.24 sFT 0.99999845 +0 16 36.1 JS4311;SPC CA 3 - 704,760.388 1,907,234.629 MT 0.99998196 -0 38 58.8 JS4311;SPC CA 3 - 2,312,201.37 6,257,318.95 sFT 0.99998196 -0 38 58.8 JS4311;UTM 10 - 4,244,542.810 625,746.585 MT 0.99979473 +0 53 33.7 JS4311 JS4311! - Elev Factor x Scale Factor = Combined Factor JS4311!SPC CA 2 - 1.00000367 x 0.99999845 = 1.00000212 JS4311!SPC CA 3 - 1.00000367 x 0.99998196 = 0.99998563 JS4311!UTM 10 - 1.00000367 x 0.99979473 = 0.99979840 JS4311 JS4311: Primary Azimuth Mark Grid Az JS4311:SPC CA 2 - UPPER SNODGRASS SW TRANS TOWER 100 04 59.9 JS4311:SPC CA 3 - UPPER SNODGRASS SW TRANS TOWER 101 00 34.8 JS4311:UTM 10 - UPPER SNODGRASS SW TRANS TOWER 099 28 02.3 JS4311 JS4311|---------------------------------------------------------------------| JS4311| PID Reference Object Distance Geod. Az | JS4311| dddmmss.s | JS4311| DB3439 COURTLAND RM 1 AZIMUTH 0410449.9 | JS4311| JS4306 SOUTHERN PACIF RR NE TRANS TWR APPROX. 4.9 KM 0715138.8 | JS4311| JS4316 SOUTHERN PACIF RR SW TRANS TWR APPROX. 4.8 KM 0731309.4 | JS4311| JS4302 UPPER SNODGRASS NE TRANS TOWER APPROX. 3.3 KM 0965256.8 | JS4311| JS4300 UPPER SNODGRASS SW TRANS TOWER APPROX. 3.2 KM 1002136.0 | JS4311| DB3440 COURTLAND RM 2 20.410 METERS 13001 | JS4311| DB3441 COURTLAND RM 4 20.447 METERS 13003 | JS4311| JS4301 SW TRANS TOWER NW OF VORDEN APPROX. 5.4 KM 1821234.5 | JS4311| JS4310 USE 64 21.407 METERS 20546 | JS4311|---------------------------------------------------------------------| JS4311 JS4311 SUPERSEDED SURVEY CONTROL JS4311 JS4311 NAD 83(1998)- 38 20 24.75925(N) 121 33 40.05033(W) AD(2002.53) B JS4311 ELLIP H (02/03/03) -23.37 (m) GP(2002.53) 4 1 JS4311 NAD 83(1992)- 38 20 24.75764(N) 121 33 40.04811(W) AD(1997.30) B JS4311 ELLIP H (07/10/98) -23.42 (m) GP(1997.30) 4 1 JS4311 NAD 83(1992)- 38 20 24.75729(N) 121 33 40.04849(W) AD(1997.30) B JS4311 ELLIP H (05/14/98) -23.32 (m) GP(1997.30) 3 1 JS4311 NAD 83(1992)- 38 20 24.75320(N) 121 33 40.04273(W) AD(1991.35) 3 JS4311 NAD 83(1986)- 38 20 24.74626(N) 121 33 40.04123(W) AD(1984.00) 3 JS4311 NAD 27 - 38 20 25.06500(N) 121 33 36.20400(W) AD( ) 3 JS4311 JS4311.Superseded values are not recommended for survey control. JS4311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4311.See file dsdata.txt to determine how the superseded data were derived. JS4311 JS4311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2574744543(NAD 83) JS4311_MARKER: DS = TRIANGULATION STATION DISK JS4311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS4311_STAMPING: COURTLAND 1931 JS4311_MARK LOGO: CGS JS4311_MAGNETIC: N = NO MAGNETIC MATERIAL JS4311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4311+STABILITY: SURFACE MOTION JS4311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS4311+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005 JS4311 JS4311 HISTORY - Date Condition Report By JS4311 HISTORY - 1931 MONUMENTED CGS JS4311 HISTORY - 1934 SEE DESCRIPTION CGS JS4311 HISTORY - 1948 SEE DESCRIPTION USE JS4311 HISTORY - 1970 SEE DESCRIPTION NGS JS4311 HISTORY - 1989 GOOD USPSQD JS4311 HISTORY - 19970828 GOOD BOR JS4311 HISTORY - 20020826 GOOD FRAME JS4311 HISTORY - 20021122 GOOD CADWR JS4311 HISTORY - 20040811 GOOD BESTOR JS4311 HISTORY - 20050818 GOOD CADWR JS4311 JS4311 STATION DESCRIPTION JS4311 JS4311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 JS4311'ABOUT THREE-FOURTHS MILE NORTH ALONG HIGHWAY FROM SHELL OIL CO.S JS4311'TANKS IN COURTLAND, ABOUT 630 METERS (2,067 FEET) NORTH OF JS4311'JUNCTION OF LEVEE HIGHWAY AND MAIN HIGHWAY NORTH OF COURTLAND, JS4311'NEAR SOUTHWEST END OF RANDALL ISLAND, ON EAST LEVEE OF SACRAMENTO JS4311'RIVER, AND ABOUT 4 METERS (13 FEET) WEST OF CENTER LINE OF JS4311'HIGHWAY. TO REACH FROM BRIDGE AT WALNUT GROVE, GO 6.1 MILES JS4311'IN A NORTHERLY DIRECTION ON MAIN HIGHWAY, CROSS BRIDGE OVER JS4311'STEAMBOAT SLOUGH AND GO 1 MILE, TURN RIGHT AND CROSS BRIDGE JS4311'OVER SACRAMENTO RIVER, TURN LEFT AND GO 0.9 MILE TO COURTLAND, JS4311'CONTINUE 0.4 MILE TO POINT WHERE MAIN HIGHWAY LEAVES JS4311'LEVEE, AND CONTINUE STRAIGHT AHEAD ON LEVEE ROAD TO STATION JS4311'SITE. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION JS4311'DISKS IN CONCRETE, NOTES 1A AND 7A. REFERENCE MARKS ARE JS4311'STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A. NO. 1 IS NEAR JS4311'RIGHT TURN, ABOUT 2 METERS (7 FEET) WEST OF HIGHWAY, ON LEVEE, JS4311'AND 387 METERS (1,270 FEET) FROM STATION IN AZIMUTH 221 DEG 04 JS4311'MIN 53 SEC. NO. 2 IS ON EAST SIDE OF LEVEE HIGHWAY, AT JS4311'SOUTHEAST CORNER OF INTERSECTION OF ROAD TO THE STILLWATER JS4311'ORCHARDS PACKING SHED, AND 20.41 METERS (67.0 FEET) FROM STATION JS4311'IN AZIMUTH 310 DEG 01 MIN. B.M. 41 (U.S.E.) (SEE DESCRIPTION JS4311'THEREOF) IS 21.41 METERS (70.2 FEET) FROM STATION IN AZIMUTH 25 JS4311'DEG 49 MIN. JS4311 JS4311 STATION RECOVERY (1948) JS4311 JS4311'RECOVERY NOTE BY US ENGINEERS 1948 JS4311'LETTER FROM DISTRICT ENGINEER, CORPS OF ENGINEERS, SACRAMENTO, JS4311'CALIFORNIA, DATED 19 FEBRUARY 1948 AND ATTACHED NOTES-- JS4311' JS4311'REFERENCE MARK 1, LOCATED ON RANDALL ISLAND, ON LEFT BANK OF JS4311'SACRAMENTO RIVER, NEAR COURTLAND, WAS DESTROYED DUE TO JS4311'CONSTRUCTION ACTIVITIES. A NEW REFERENCE MARK STAMPED COURTLAND JS4311'NO 3 1931 WAS SET 429.91 FEET SSW FROM OLD REFERENCE MARK 1, JS4311'4 FEET W OF THE HIGHWAY ON THE LEVEE, 839.11 FEET NNE OF THE JS4311'STATION, AND IN AZIMUTH COUNTER CLOCKWISE 92 DEG 15 MIN 30 SEC FROM JS4311'REFERENCE MARK 2. JS4311' JS4311'REFERENCE DISK STAMPED COURTLAND 1931 NO 1 RECEIVED AT THIS JS4311'OFFICE FEBRUARY 24, 1948. JS4311 JS4311 STATION RECOVERY (1970) JS4311 JS4311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LS) JS4311'THE STATION MARK AND BENCH MARK 41 (USE) 1931 WERE RECOVERED JS4311'IN GOOD CONDITION. REFERENCE MARK 3 WAS NOT RECOVERED AND HAS JS4311'APPARENTLY BEEN DESTROYED DURING ROAD CONSTRUCTION IN THE AREA. JS4311'REFERENCE MARK 2 WAS FOUND BELOW THE SURFACE OF THE GROUND AND JS4311'TILTED SHARPLY TO THE SOUTH SO THE MARK WAS RESET, RESTAMPED, JS4311'AND TIED IN AS REFERENCE MARK 4 ON THIS DATE. A COMPLETE JS4311'DESCRIPTION FOLLOWS-- JS4311' JS4311'THE STATION IS LOCATED NEAR THE SOUTHWEST END OF RANDALL ISLAND, JS4311'ON THE NORTHWEST SIDE OF THE ROAD ON THE TOP OF THE LEVEE ON JS4311'THE EAST SIDE OF THE SACRAMENTO RIVER AND IS AIRLINE ABOUT 3 JS4311'MILES SOUTHWEST OF HOOD, 3/4 MILE NORTHEAST OF COURTLAND AND JS4311'0.4 MILE NORTHEAST OF THE ROAD INTERSECTION AT THE SOUTHWEST TIP JS4311'OF RANDALL ISLAND. JS4311' JS4311'TO REACH THE STATION FROM THE POST OFFICE AT COURTLAND GO JS4311'NORTHEAST ON STATE HIGHWAY 160 FOR 0.4 MILE TO A FORK. TAKE THE JS4311'LEFT FORK AND CONTINUE NORTHEAST ON THE LEVEE ROAD 0.4 MILE TO JS4311'A SIDE ROAD ON THE RIGHT AT A SIGN STILLWATER ORCHARDS JS4311'HEADQUARTERS AND THE STATION ON THE LEFT. JS4311' JS4311'THE STATION MARK IS A C AND GS TRIANGULATION STATION DISK STAMPED JS4311'COURTLAND 1931 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST JS4311'FLUSH WITH THE GROUND AND IS 65.8 FEET NORTH-NORTHEAST OF THE JS4311'NORTHEAST END OF A 3-FOOT-HIGH CONCRETE RETAINING WALL, 23 FEET JS4311'NORTHWEST OF THE CENTERLINE OF THE LEVEE ROAD, 13 FEET SOUTHWEST JS4311'OF THE PROJECTION OF THE CENTERLINE OF A PAVED SIDE ROAD LEADING JS4311'SOUTHEAST, 7 FEET SOUTHEAST OF THE TOP EDGE OF THE LEVEE AND JS4311'ABOUT 1/2 FOOT LOWER THAN THE LEVEE ROAD. JS4311' JS4311'REFERENCE MARK 4 IS A C AND GS REFERENCE MARK DISK STAMPED JS4311'COURTLAND 1931 NO 4 1970 SET IN THE TOP OF A 12-INCH SQUARE JS4311'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND AND IS 44 FEET JS4311'SOUTHEAST OF THE CENTERLINE OF THE LEVEE ROAD, 14 FEET JS4311'SOUTHWEST OF THE CENTERLINE OF A PAVED SIDE ROAD LEADING JS4311'SOUTHEAST AND ABOUT 4 FEET LOWER THAN THE STATION MARK. JS4311' JS4311'BENCH MARK 41 (USE) 1931 IS A CALIFORNIA DEBRIS COMMISSION AND JS4311'ENGINEER DEPARTMENT, U.S. ARMY BRONZE CAP STAMPED 64 28 59 JS4311'SCREWED AND RIVETED TO THE TOP OF A 3-INCH IRON PIPE PROJECTING JS4311'0.7 FOOT ABOVE THE GROUND. THE MARK HAS A CROSS AND PUNCH MARK JS4311'IN ITS CENTER AND IS 76 FEET SOUTHWEST OF THE CENTER OF THE JS4311'INTERSECTION OF THE LEVEE ROAD AND A SIDE ROAD LEADING JS4311'SOUTHEAST, 12 FEET NORTHWEST OF THE CENTERLINE OF THE LEVEE JS4311'ROAD, 4.4 FEET SOUTH-SOUTHWEST OF THE NORTHEAST END OF A JS4311'3-FOOT-HIGH CONCRETE RETAINING WALL AND 1 FOOT HIGHER THAN JS4311'THE STATION. JS4311' JS4311'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILES JS4311'NORTHEAST OF COURTLAND JS4311 JS4311 STATION RECOVERY (1989) JS4311 JS4311'RECOVERY NOTE BY US POWER SQUADRON 1989 (TOC) JS4311'RECOVERED IN GOOD CONDITION. JS4311 JS4311 STATION RECOVERY (1997) JS4311 JS4311'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS4311'THE STATION WAS RECOVERED AND IS ABOUT 16.7 MI (26.9 KM) SOUTH OF THE JS4311'STATE CAPITOL IN SACRAMENTO, AND 3.0 MI (4.8 KM) SOUTHWEST OF HOOD. A JS4311'COMPLETE NEW DESCRIPTION FOLLOWS. TO REACH THE STATION FROM THE JS4311'INTERSECTION OF INTERSTATE HIGHWAY 5 AND HOOD-FRANKLIN ROAD, GO WEST JS4311'ON HOOD-FRANKLIN ROAD FOR ABOUT 2.3 MI (3.7 KM) TO THE INTERSECTION OF JS4311'RIVER ROAD IN HOOD. TURN LEFT AND GO SOUTH ON RIVER ROAD FOR 1.74 MI JS4311'(2.80 KM) TO A PAVED SIDE ROAD RIGHT (WEST) , RANDALL ISLAND ROAD, JS4311'MARKED WITH A SIGN FOR GREENE AND HEMLEY INC ORCHARDS. TURN RIGHT AND JS4311'GO WESTERLY THROUGH THE ORCHARD TOWARDS THE PACKAGING PLANT, THEN TURN JS4311'RIGHT AND GO NORTHERLY AROUND THE PLANT TO THE TOP OF THE LEVEE, THEN JS4311'CONTINUE SOUTHWESTERLY ALONG RANDALL ISLAND ROAD TO THE STATION ON THE JS4311'RIGHT, ACROSS FROM THE STILLWATER ORCHARDS HEADQUARTERS ON THE LEFT. JS4311'THE STATION MARK IS A CGS TRIANGULATION STATION DISK SET IN THE TOP OF JS4311'A 1 FT (0.3 M) SQUARE CONCRETE MONUMENT, RECESSED 0.45 FT (0.14 M) JS4311'BELOW GROUND, AND IS 65.8 FT (20.1 M) NORTH-NORTHEAST OF THE NORTHEAST JS4311'END OF A 3-FT HIGH CONCRETE RETAINING WALL, 23 FT (7.0 M) NORTHWEST OF JS4311'THE CENTERLINE OF THE LEVEE ROAD, 13 FT (4.0 M) SOUTHWEST OF A JS4311'PROJECTION OF THE CENTERLINE OF A PAVED ROAD SIDE ROAD LEADING JS4311'SOUTHEAST, 7 FT (2.1 M) SOUTHEAST OF THE TOP EDGE OF THE LEVEE, 5.8 FT JS4311'(1.8 M) EAST OF A 2-INCH DIAMETER GALVANIZED PIPE SIGNPOST (WITH A JS4311'CARSONITE WITNESS POST TAPED TO IT) , AND ABOUT 0.5 FT (0.2 M) LOWER JS4311'THAN THE LEVEE ROAD. THE STATION WAS OCCUPIED AS PART OF THE SAN JS4311'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. (RWK) JS4311 JS4311 STATION RECOVERY (2002) JS4311 JS4311'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS4311'RECOVERED AS DESCRIBED. JS4311 JS4311 STATION RECOVERY (2002) JS4311 JS4311'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS4311'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS4311'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS4311 JS4311 STATION RECOVERY (2004) JS4311 JS4311'RECOVERY NOTE BY BESTOR ENGINEERS INCORPORATED 2004 (MVH) JS4311'RECOVERED IN GOOD CONDITION. JS4311 JS4311 STATION RECOVERY (2005) JS4311 JS4311'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 (NRB) JS4311'RECOVRED AS DESCRIBED ON SOUTH WEST CORNER OF RANDALL ROAD 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS0729 *********************************************************************** JS0729 DESIGNATION - E 856 JS0729 PID - JS0729 JS0729 STATE/COUNTY- CA/SACRAMENTO JS0729 USGS QUAD - CLARKSVILLE (1980) JS0729 JS0729 *CURRENT SURVEY CONTROL JS0729 ___________________________________________________________________ JS0729* NAD 83(1998)- 38 37 57.30208(N) 121 05 53.89366(W) ADJUSTED JS0729* NAVD 88 - 152.5 (meters) 500. (feet) GPS OBS JS0729 ___________________________________________________________________ JS0729 EPOCH DATE - 2004.69 JS0729 X - -2,576,853.187 (meters) COMP JS0729 Y - -4,271,984.281 (meters) COMP JS0729 Z - 3,960,613.829 (meters) COMP JS0729 LAPLACE CORR- 10.81 (seconds) DEFLEC99 JS0729 ELLIP HEIGHT- 123.01 (meters) (09/28/05) GPS OBS JS0729 GEOID HEIGHT- -29.43 (meters) GEOID03 JS0729 JS0729 HORZ ORDER - B JS0729 VERT ORDER - FIRST CLASS II (See Below) JS0729 ELLP ORDER - FOURTH CLASS I JS0729 JS0729.The horizontal coordinates were established by GPS observations JS0729.and adjusted by the National Geodetic Survey in September 2005. JS0729.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS0729.DATUM ITEM on the data sheet items page. JS0729.The horizontal coordinates are valid at the epoch date displayed above. JS0729.The epoch date for horizontal control is a decimal equivalence JS0729.of Year/Month/Day. JS0729 JS0729.The orthometric height was determined by GPS observations and a JS0729.high-resolution geoid model. JS0729.The vertical order pertains to the NGVD 29 superseded value. JS0729 JS0729.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS0729 JS0729.The Laplace correction was computed from DEFLEC99 derived deflections. JS0729 JS0729.The ellipsoidal height was determined by GPS observations JS0729.and is referenced to NAD 83. JS0729 JS0729.The geoid height was determined by GEOID03. JS0729 JS0729; North East Units Scale Factor Converg. JS0729;SPC CA 2 - 607,611.891 2,078,507.498 MT 0.99994561 +0 34 06.6 JS0729;SPC CA 2 - 1,993,473.35 6,819,236.68 sFT 0.99994561 +0 34 06.6 JS0729;UTM 10 - 4,277,720.668 665,526.220 MT 0.99993741 +1 11 15.2 JS0729 JS0729! - Elev Factor x Scale Factor = Combined Factor JS0729!SPC CA 2 - 0.99998070 x 0.99994561 = 0.99992631 JS0729!UTM 10 - 0.99998070 x 0.99993741 = 0.99991811 JS0729 JS0729 SUPERSEDED SURVEY CONTROL JS0729 JS0729 NAD 83(1992)- 38 37 57.29792(N) 121 05 53.88659(W) AD(1991.35) 1 JS0729 ELLIP H (06/13/97) 123.11 (m) GP(1991.35) 4 2 JS0729 NGVD 29 (??/??/92) 151.722 (m) 497.77 (f) ADJ UNCH 1 2 JS0729 JS0729.Superseded values are not recommended for survey control. JS0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS0729.See file dsdata.txt to determine how the superseded data were derived. JS0729 JS0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH6552677721(NAD 83) JS0729_MARKER: DB = BENCH MARK DISK JS0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT JS0729_STAMPING: E 856 1949 JS0729_MARK LOGO: CGS JS0729_MAGNETIC: N = NO MAGNETIC MATERIAL JS0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS0729+STABILITY: SURFACE MOTION JS0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS0729+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 JS0729 JS0729 HISTORY - Date Condition Report By JS0729 HISTORY - 1949 MONUMENTED CGS JS0729 HISTORY - 19940609 GOOD CADT JS0729 HISTORY - 20040407 GOOD CADT JS0729 HISTORY - 20040420 GOOD COMPA JS0729 HISTORY - 20041005 GOOD CADT JS0729 JS0729 STATION DESCRIPTION JS0729 JS0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 JS0729'0.5 MI NW FROM WHITE ROCK. JS0729'0.5 MILE NORTHWEST ALONG OLD U.S. HIGHWAY 50 FROM WHITE ROCK JS0729'SIDING, 0.4 MILE SOUTHEAST OF MILEPOST 117, AT A PRIVATE CROSSING, JS0729'ABOUT 125 FEET SOUTHEAST OF HIGHWAY CULVERT A 154-10, 39 FEET JS0729'NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, 23.6 FEET JS0729'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHERN PACIFIC CO. JS0729'RAILROAD, 2.0 FEET NORTHWEST OF A WITNESS POST, ABOUT 3 FEET JS0729'HIGHER THAN THE ROAD, ABOUT 1 FOOT LOWER THAN THE TRACK, AND JS0729'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE JS0729'THE GROUND. JS0729 JS0729 STATION RECOVERY (1994) JS0729 JS0729'RECOVERY NOTE BY CALTRANS 1994 (JCB) JS0729'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE JS0729'STATION IS LOCATED NEAR THE U.S. HIGHWAY 50/SCOTT ROAD-EAST BIDWELL JS0729'STREET INTERCHANGE, ABOUT 21 MI (33.8 KM) EAST OF SACRAMENTO AND ABOUT JS0729'4 MI (6.4 KM) SOUTHEAST OF FOLSOM. TO REACH THE STATION FROM THE U.S. JS0729'HIGHWAY 50/SUNRISE BLVD INTERCHANGE IN RANCHO CORDOVA, GO EAST ON JS0729'HIGHWAY 50 FOR 8.75 MI (14.08 KM) TO THE SCOTT ROAD/EAST BIDWELL JS0729'STREET OFF-RAMP. TAKE THE OFF-RAMP EAST FOR 0.25 MI (0.40 KM) TO THE JS0729'INTERSECTION WITH SCOTT ROAD/EAST BIDWELL STREET. TURN LEFT AND GO JS0729'NORTH ON SCOTT ROAD/EAST BIDWELL STREET, CROSSING OVER HIGHWAY 50, FOR JS0729'0.4 MI (0.6 KM) TO A SIDE ROAD RIGHT, PLACERVILLE ROAD (HISTORIC JS0729'HIGHWAY 50) . TURN RIGHT AND GO SOUTHEAST ON PLACERVILLE ROAD, JS0729'PASSING UNDER HIGHWAY 50, FOR 1.35 MI (2.17 KM) TO THE STATION ON THE JS0729'LEFT. THE STATION IS 165 FT (50.3 M) SOUTHEAST OF A SEASONAL CREEK JS0729'THE FLOWS THROUGH CULVERTS UNDER PLACERVILLE ROAD AND THE SOUTHERN JS0729'PACIFIC RAILROAD TRACKS, 51.4 FT (15.7 M) SOUTHEAST OF A UTILITY POLE, JS0729'39.2 FT (11.9 M) NORTHEAST OF THE CENTERLINE OF PLACERVILLE ROAD, 23.6 JS0729'FT (7.2 M) SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 1.5 FT (0.5 JS0729'M) SOUTHWEST OF A CARSONITE WITNESS POST, ABOUT 3 FT (0.9 M) HIGHER JS0729'THAN PLACERVILLE ROAD, ABOUT 1 FT (0.3 M) LOWER THAN THE TRACKS AND JS0729'PROJECTS 0.2 FT (0.1 M) ABOVE GROUND. THIS STATION WAS OCCUPIED AS JS0729'PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. JS0729 JS0729 STATION RECOVERY (2004) JS0729 JS0729'RECOVERY NOTE BY CALTRANS 2004 (RLM) JS0729'GOOD HORIZON FOR GPS JS0729 JS0729 STATION RECOVERY (2004) JS0729 JS0729'RECOVERY NOTE BY COMPASSCOM INC 2004 (DJ) JS0729'RECOVERED IN GOOD CONDITION. JS0729 JS0729 STATION RECOVERY (2004) JS0729 JS0729'RECOVERY NOTE BY CALTRANS 2004 (DWM) JS0729'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS JS0729'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT JS0729'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6491 *********************************************************************** DH6491 DESIGNATION - ELKHORN DH6491 PID - DH6491 DH6491 STATE/COUNTY- CA/SACRAMENTO DH6491 USGS QUAD - RIO LINDA (1992) DH6491 DH6491 *CURRENT SURVEY CONTROL DH6491 ___________________________________________________________________ DH6491* NAD 83(1998)- 38 40 54.09676(N) 121 29 03.49524(W) ADJUSTED DH6491* NAVD 88 - 10.8 (meters) 35. (feet) GPS OBS DH6491 ___________________________________________________________________ DH6491 EPOCH DATE - 2004.69 DH6491 X - -2,603,737.942 (meters) COMP DH6491 Y - -4,251,528.006 (meters) COMP DH6491 Z - 3,964,781.744 (meters) COMP DH6491 LAPLACE CORR- 0.95 (seconds) DEFLEC99 DH6491 ELLIP HEIGHT- -19.90 (meters) (09/28/05) GPS OBS DH6491 GEOID HEIGHT- -30.60 (meters) GEOID03 DH6491 DH6491 HORZ ORDER - B DH6491 ELLP ORDER - FOURTH CLASS I DH6491 DH6491.The horizontal coordinates were established by GPS observations DH6491.and adjusted by the National Geodetic Survey in September 2005. DH6491.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6491.DATUM ITEM on the data sheet items page. DH6491.The horizontal coordinates are valid at the epoch date displayed above. DH6491.The epoch date for horizontal control is a decimal equivalence DH6491.of Year/Month/Day. DH6491 DH6491.The orthometric height was determined by GPS observations and a DH6491.high-resolution geoid model. DH6491 DH6491.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6491 DH6491.The Laplace correction was computed from DEFLEC99 derived deflections. DH6491 DH6491.The ellipsoidal height was determined by GPS observations DH6491.and is referenced to NAD 83. DH6491 DH6491.The geoid height was determined by GEOID03. DH6491 DH6491; North East Units Scale Factor Converg. DH6491;SPC CA 2 - 612,801.013 2,044,869.368 MT 0.99993926 +0 19 30.5 DH6491;SPC CA 2 - 2,010,497.99 6,708,875.58 sFT 0.99993926 +0 19 30.5 DH6491;UTM 10 - 4,282,544.738 631,836.172 MT 0.99981403 +0 56 50.8 DH6491 DH6491! - Elev Factor x Scale Factor = Combined Factor DH6491!SPC CA 2 - 1.00000312 x 0.99993926 = 0.99994238 DH6491!UTM 10 - 1.00000312 x 0.99981403 = 0.99981715 DH6491 DH6491 SUPERSEDED SURVEY CONTROL DH6491 DH6491.No superseded survey control is available for this station. DH6491 DH6491_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3183682545(NAD 83) DH6491_MARKER: DD = SURVEY DISK DH6491_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6491_STAMPING: ELKHORN 2004 DH6491_MARK LOGO: CADT DH6491_PROJECTION: FLUSH DH6491_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6491+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004 DH6491_ROD/PIPE-DEPTH: 3.10 meters DH6491_SLEEVE-DEPTH : N/A meters DH6491 DH6491 HISTORY - Date Condition Report By DH6491 HISTORY - 20040806 MONUMENTED CADT DH6491 DH6491 STATION DESCRIPTION DH6491 DH6491'DESCRIBED BY CALTRANS 2004 (PTD) DH6491'THE STATION IS LOCATED IN SACRAMENTO COUNTY NEAR RIO LINDA, ABOUT 25 DH6491'KM SOUTH OF NICOLAUS, 18.6 KM SOUTHWEST OF SOUTHWEST, AND 10.9 KM DH6491'NORTH OF DOWNTOWN SACRAMENTO. DH6491' DH6491'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 5 AND STATE DH6491'HIGHWAY 99 IN SACRAMENTO, PROCEED 1.7 KM NORTH ON STATE HIGHWAY 99 TO DH6491'THE INTERSECTION OF STATE HIGHWAY 99 AND ELKHORN BLVD. TURN RIGHT ON DH6491'ELKHORN BLVD AND PROCEED 5.1 KM EAST TO THE INTERSECTION WITH DH6491'BLACKTOP ROAD. TURN RIGHT ON BLACKTOP ROAD AND PROCEED 0.35 KM SOUTH DH6491'TO THE INTERSECTION WITH CEMENT WAY. TURN RIGHT ON CEMENT WAY AND DH6491'PROCEED 0.29 KM TO THE END OF THE STREET AND THE STATION STRAIGHT DH6491'AHEAD. DH6491' DH6491'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6491'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6491'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 33.7 M DH6491'NORTHWEST OF A FIRE HYDRANT, 19.5 M WEST OF THE WEST EDGE OF A DH6491'PARKING LOT, 16.4 M SOUTHWEST OF A MANHOLE COVER, 9.5 M WEST OF THE DH6491'CENTERLINE OF A GRAVEL LEVEE ROAD, 1.0 M EAST OF A METAL GUARD POST, DH6491'AND ABOUT 0.3 M LOWER THAN THE ROAD. THIS STATION WAS OCCUPIED AS DH6491'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT DH6491'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6489 *********************************************************************** DH6489 DESIGNATION - ELVERTA DH6489 PID - DH6489 DH6489 STATE/COUNTY- CA/SACRAMENTO DH6489 USGS QUAD - TAYLOR MONUMENT (1980) DH6489 DH6489 *CURRENT SURVEY CONTROL DH6489 ___________________________________________________________________ DH6489* NAD 83(1998)- 38 42 52.27573(N) 121 32 27.54593(W) ADJUSTED DH6489* NAVD 88 - 5.1 (meters) 17. (feet) GPS OBS DH6489 ___________________________________________________________________ DH6489 EPOCH DATE - 2004.69 DH6489 X - -2,606,748.431 (meters) COMP DH6489 Y - -4,247,004.625 (meters) COMP DH6489 Z - 3,967,622.336 (meters) COMP DH6489 LAPLACE CORR- -0.88 (seconds) DEFLEC99 DH6489 ELLIP HEIGHT- -25.49 (meters) (09/28/05) GPS OBS DH6489 GEOID HEIGHT- -30.54 (meters) GEOID03 DH6489 DH6489 HORZ ORDER - B DH6489 ELLP ORDER - FOURTH CLASS I DH6489 DH6489.The horizontal coordinates were established by GPS observations DH6489.and adjusted by the National Geodetic Survey in September 2005. DH6489.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6489.DATUM ITEM on the data sheet items page. DH6489.The horizontal coordinates are valid at the epoch date displayed above. DH6489.The epoch date for horizontal control is a decimal equivalence DH6489.of Year/Month/Day. DH6489 DH6489.The orthometric height was determined by GPS observations and a DH6489.high-resolution geoid model. DH6489 DH6489.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6489 DH6489.The Laplace correction was computed from DEFLEC99 derived deflections. DH6489 DH6489.The ellipsoidal height was determined by GPS observations DH6489.and is referenced to NAD 83. DH6489 DH6489.The geoid height was determined by GEOID03. DH6489 DH6489; North East Units Scale Factor Converg. DH6489;SPC CA 2 - 616,418.462 2,039,919.361 MT 0.99993542 +0 17 21.8 DH6489;SPC CA 2 - 2,022,366.24 6,692,635.44 sFT 0.99993542 +0 17 21.8 DH6489;UTM 10 - 4,286,107.701 626,847.792 MT 0.99979814 +0 54 45.5 DH6489 DH6489! - Elev Factor x Scale Factor = Combined Factor DH6489!SPC CA 2 - 1.00000400 x 0.99993542 = 0.99993942 DH6489!UTM 10 - 1.00000400 x 0.99979814 = 0.99980214 DH6489 DH6489 SUPERSEDED SURVEY CONTROL DH6489 DH6489.No superseded survey control is available for this station. DH6489 DH6489_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2684886108(NAD 83) DH6489_MARKER: DD = SURVEY DISK DH6489_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6489+WITH SETTING: INFORMATION. DH6489_STAMPING: ELVERTA 2004 DH6489_MARK LOGO: CADT DH6489_PROJECTION: FLUSH DH6489_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6489+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2004 DH6489_ROD/PIPE-DEPTH: 2.74 meters DH6489_SLEEVE-DEPTH : N/A meters DH6489 DH6489 HISTORY - Date Condition Report By DH6489 HISTORY - 20040730 MONUMENTED CADT DH6489 DH6489 STATION DESCRIPTION DH6489 DH6489'DESCRIBED BY CALTRANS 2004 (PTD) DH6489'THE STATION IS LOCATED IN SACRAMENTO COUNTY NEAR ELVERTA, ABOUT 21.1 DH6489'KM SOUTH OF EAST NICOLAUS, 15.8 KM NORTH OF DOWNTOWN SACRAMENTO, AND DH6489'4.8 KM NORTHEAST OF THE SACRAMENTO INTERNATIONAL AIRPORT. DH6489' DH6489'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 5 AND STATE DH6489'HIGHWAY 99 IN SACRAMENTO, PROCEED 5.4 KM NORTH ON STATE HIGHWAY 99 TO DH6489'THE INTERSECTION WITH ELVERTA ROAD AND THE STATION ON THE LEFT IN THE DH6489'NORTHWEST QUADRANT OF THE INTERSECTION AT HIGHWAY POST MILE 35.37. DH6489' DH6489'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6489'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6489'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 22.9 M DH6489'SOUTHWEST OF LIGHT STANDARD NO. A2219, 21.4 M SOUTHEAST OF A CONCRETE DH6489'CULVERT INLET IN THE CURVE OF A DRAINAGE CANAL, 12.3 M NORTHWEST OF DH6489'THE EDGE OF PAVEMENT ON A CURVED ON-RAMP TO WESTBOUND ELVERTA ROAD, DH6489'11.7 M NORTHWEST OF A YIELD SIGN, 1.0 SOUTHEAST OF A METAL GUARD DH6489'POST, AND ABOUT 0.4 M LOWER THAN ELVERTA ROAD. THIS STATION WAS DH6489'OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS DH6489'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9868 *********************************************************************** AE9868 HT_MOD - This is a Height Modernization Survey Station. AE9868 DESIGNATION - ESCHINGER AE9868 PID - AE9868 AE9868 STATE/COUNTY- CA/SACRAMENTO AE9868 USGS QUAD - BRUCEVILLE (1980) AE9868 AE9868 *CURRENT SURVEY CONTROL AE9868 ___________________________________________________________________ AE9868* NAD 83(1998)- 38 21 02.99408(N) 121 23 22.46484(W) ADJUSTED AE9868* NAVD 88 - 10.27 (meters) 33.7 (feet) GPS OBS AE9868 ___________________________________________________________________ AE9868 EPOCH DATE - 2004.69 AE9868 X - -2,608,617.533 (meters) COMP AE9868 Y - -4,275,350.849 (meters) COMP AE9868 Z - 3,936,044.458 (meters) COMP AE9868 LAPLACE CORR- 4.93 (seconds) DEFLEC99 AE9868 ELLIP HEIGHT- -20.67 (meters) (10/28/05) GPS OBS AE9868 GEOID HEIGHT- -30.96 (meters) GEOID03 AE9868 AE9868 HORZ ORDER - B AE9868 ELLP ORDER - FOURTH CLASS I AE9868 AE9868.The horizontal coordinates were established by GPS observations AE9868.and adjusted by the National Geodetic Survey in September 2005. AE9868.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9868.DATUM ITEM on the data sheet items page. AE9868.The horizontal coordinates are valid at the epoch date displayed above. AE9868.The epoch date for horizontal control is a decimal equivalence AE9868.of Year/Month/Day. AE9868 AE9868.The orthometric height was determined by GPS observations and a AE9868.high-resolution geoid model using precise GPS observation and AE9868.processing techniques. AE9868 AE9868.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9868 AE9868.The Laplace correction was computed from DEFLEC99 derived deflections. AE9868 AE9868.The ellipsoidal height was determined by GPS observations AE9868.and is referenced to NAD 83. AE9868 AE9868.The geoid height was determined by GEOID03. AE9868 AE9868; North East Units Scale Factor Converg. AE9868;SPC CA 2 - 576,126.457 2,053,358.215 MT 0.99999608 +0 23 05.5 AE9868;SPC CA 2 - 1,890,174.88 6,736,726.08 sFT 0.99999608 +0 23 05.5 AE9868;UTM 10 - 4,245,968.932 640,719.201 MT 0.99984387 +0 59 57.8 AE9868 AE9868! - Elev Factor x Scale Factor = Combined Factor AE9868!SPC CA 2 - 1.00000324 x 0.99999608 = 0.99999932 AE9868!UTM 10 - 1.00000324 x 0.99984387 = 0.99984711 AE9868 AE9868 SUPERSEDED SURVEY CONTROL AE9868 AE9868 NAD 83(1998)- 38 21 02.99362(N) 121 23 22.46427(W) AD(2002.86) 1 AE9868 ELLIP H (09/28/05) -20.71 (m) GP(2004.69) 4 1 AE9868 NAD 83(1992)- 38 21 02.99157(N) 121 23 22.46108(W) AD(1997.30) 1 AE9868 ELLIP H (07/10/98) -20.70 (m) GP(1997.30) 4 1 AE9868 NAD 83(1992)- 38 21 02.99117(N) 121 23 22.46142(W) AD(1997.30) 1 AE9868 ELLIP H (05/14/98) -20.61 (m) GP(1997.30) 3 1 AE9868 AE9868.Superseded values are not recommended for survey control. AE9868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9868.See file dsdata.txt to determine how the superseded data were derived. AE9868 AE9868_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4071945969(NAD 83) AE9868_MARKER: DD = SURVEY DISK AE9868_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL AE9868+WITH SETTING: INFORMATION. AE9868_STAMPING: ESCHINGER 1997 AE9868_MARK LOGO: BOR AE9868_PROJECTION: FLUSH AE9868_MAGNETIC: N = NO MAGNETIC MATERIAL AE9868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE9868+STABILITY: SURFACE MOTION AE9868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9868+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 AE9868_ROD/PIPE-DEPTH: 1.53 meters AE9868 AE9868 HISTORY - Date Condition Report By AE9868 HISTORY - 1997 MONUMENTED BOR AE9868 HISTORY - 20021101 GOOD CADWR AE9868 HISTORY - 20041005 GOOD CADT AE9868 AE9868 STATION DESCRIPTION AE9868 AE9868'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9868'THE STATION IS ABOUT 16.6 MI (26.7 KM) SOUTH-SOUTHEAST OF THE STATE AE9868'CAPITOL IN SACRAMENTO, ABOUT 16.5 MI (26.6 KM) NORTH-NORTHWEST OF AE9868'LODI, AND ABOUT 4.5 MI (7.2 KM) SOUTH-SOUTHWEST OF ELK GROVE. TO AE9868'REACH THE STATION FROM THE INTERSTATE HIGHWAY 5/GRANT LINE ROAD AE9868'INTERCHANGE, GAIN ACCESS TO THE WEST FRONTAGE ROAD AT THE INTERSECTION AE9868'WITH GRANT LINE ROAD BY EXITING EITHER NORTH OR SOUTHBOUND FROM I-5, AE9868'OR BY TRAVELING SOUTHWEST ON GRANT LINE ROAD. FROM THE INTERSECTION OF AE9868'THE WEST FRONTAGE ROAD AND GRANT LINE ROAD, TRAVEL SOUTH ON THE WEST AE9868'FRONTAGE ROAD FOR 1.1 MI (1.8 KM) TO THE INTERSECTION WITH ESCHINGER AE9868'ROAD. TURN RIGHT AND GO WEST FOR 1.2 MI (1.9 KM) TO A LEFT-HAND TURN. AE9868'BEAR LEFT AND GO SOUTH FOR 0.75 MI (1.21 KM) TO A RIGHT-HAND TURN. AE9868'BEAR RIGHT AND CONTINUE WEST ON ESCHINGER ROAD FOR 1.0 MI (1.6 KM) TO AE9868'THE STATION ON THE RIGHT (NORTH) . THE STATION IS A 2 1/2 INCH AE9868'DIAMETER ALUMINUM ALLOY DOMED CAP WITH MAGNET, SET 0.2 FT (0.1 M) AE9868'BELOW GROUND, ATTACHED TO AN ALUMINUM ROD DRIVEN 5.03 FT (1.53 M) TO AE9868'REFUSAL, ENCASED IN A SAND FILLED 4-INCH DIAMETER PVC PIPE SET TO A AE9868'DEPTH OF 4 FT (1.2 M) IN A 1 FT (0.3 M) DIAMETER CONCRETE-FILLED HOLE AE9868'4 FT (1.2 M) DEEP. THE STATION IS ABOUT 0.45 MI (0.72 KM) EAST OF THE AE9868'INTERSECTION OF CARROLL ROAD, 23.6 FT (7.2 M) NORTH OF THE CENTERLINE AE9868'OF ESCHINGER ROAD AND A SECTION CORNER MONUMENT (SACRAMENTO DEPT OF AE9868'PUBLIC WORKS) T6N R5E 23/24/25/26 (LS 6600) EMBEDDED IN THE PAVEMENT, AE9868'27.3 FT (8.3 M) SOUTH-SOUTHEAST OF A POWER POLE, 2.7 FT (0.8 M) SOUTH AE9868'OF A 6X6 WOOD FENCE CORNER POST, 2.1 FT (0.6 M) SOUTH OF A CARSONITE AE9868'WITNESS POST, AND ABOUT 0.5 FT (0.2 M) ABOVE THE LEVEL OF ESCHINGER AE9868'ROAD. THE STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO AE9868'RIVER DELTA GPS/VERTICAL PROJECT. (RWK) AE9868 AE9868 STATION RECOVERY (2002) AE9868 AE9868'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9868'RECOVERED AS DESCRIBED. MONUMENT IS ALUMINUM ALLOY ROD. THE STATION AE9868'WAS OBSERVED AS PART OF THE DWR DELTA 2002 SUBSIDENCE NETWORK HEIGHT AE9868'MODERNIZATION SURVEY. AE9868 AE9868 STATION RECOVERY (2004) AE9868 AE9868'RECOVERY NOTE BY CALTRANS 2004 (RLM) AE9868'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS. AE9868'ALL REFERENCES TO INTERSTATE HIGHWAY 5 SHOULD BE TO STATE HIGHWAY 99. AE9868'THE WEST FRONTAGE ROAD IS KNOWN AS WEST STOCKTON BLVD. THIS STATION AE9868'WAS OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS AE9868'GPS HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6506 *********************************************************************** DH6506 DESIGNATION - EXCELSIOR DH6506 PID - DH6506 DH6506 STATE/COUNTY- CA/SACRAMENTO DH6506 USGS QUAD - CARMICHAEL (1992) DH6506 DH6506 *CURRENT SURVEY CONTROL DH6506 ___________________________________________________________________ DH6506* NAD 83(1998)- 38 30 54.64125(N) 121 17 03.89265(W) ADJUSTED DH6506* NAVD 88 - 37.5 (meters) 123. (feet) GPS OBS DH6506 ___________________________________________________________________ DH6506 EPOCH DATE - 2004.69 DH6506 X - -2,594,888.931 (meters) COMP DH6506 Y - -4,270,458.932 (meters) COMP DH6506 Z - 3,950,352.309 (meters) COMP DH6506 LAPLACE CORR- 6.31 (seconds) DEFLEC99 DH6506 ELLIP HEIGHT- 7.17 (meters) (09/28/05) GPS OBS DH6506 GEOID HEIGHT- -30.31 (meters) GEOID03 DH6506 DH6506 HORZ ORDER - B DH6506 ELLP ORDER - FOURTH CLASS I DH6506 DH6506.The horizontal coordinates were established by GPS observations DH6506.and adjusted by the National Geodetic Survey in September 2005. DH6506.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6506.DATUM ITEM on the data sheet items page. DH6506.The horizontal coordinates are valid at the epoch date displayed above. DH6506.The epoch date for horizontal control is a decimal equivalence DH6506.of Year/Month/Day. DH6506 DH6506.The orthometric height was determined by GPS observations and a DH6506.high-resolution geoid model. DH6506 DH6506.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6506 DH6506.The Laplace correction was computed from DEFLEC99 derived deflections. DH6506 DH6506.The ellipsoidal height was determined by GPS observations DH6506.and is referenced to NAD 83. DH6506 DH6506.The geoid height was determined by GEOID03. DH6506 DH6506; North East Units Scale Factor Converg. DH6506;SPC CA 2 - 594,435.799 2,062,406.482 MT 0.99996374 +0 27 04.2 DH6506;SPC CA 2 - 1,950,244.78 6,766,411.93 sFT 0.99996374 +0 27 04.2 DH6506;UTM 10 - 4,264,372.278 649,569.068 MT 0.99987550 +1 04 06.7 DH6506 DH6506! - Elev Factor x Scale Factor = Combined Factor DH6506!SPC CA 2 - 0.99999887 x 0.99996374 = 0.99996262 DH6506!UTM 10 - 0.99999887 x 0.99987550 = 0.99987438 DH6506 DH6506 SUPERSEDED SURVEY CONTROL DH6506 DH6506.No superseded survey control is available for this station. DH6506 DH6506_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4956964372(NAD 83) DH6506_MARKER: DD = SURVEY DISK DH6506_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6506_STAMPING: EXCELSIOR 2004 DH6506_MARK LOGO: CADT DH6506_PROJECTION: FLUSH DH6506_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6506+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004 DH6506_ROD/PIPE-DEPTH: 3.5 meters DH6506_SLEEVE-DEPTH : N/A meters DH6506 DH6506 HISTORY - Date Condition Report By DH6506 HISTORY - 20040803 MONUMENTED CADT DH6506 DH6506 STATION DESCRIPTION DH6506 DH6506'DESCRIBED BY CALTRANS 2004 (PTD) DH6506'THE STATION IS LOCATED IN SACRAMENTO COUNTY NEAR MATHER FIELD, ABOUT DH6506'21.5 KM SOUTHWEST OF FOLSOM, 20 KM SOUTHEAST OF DOWNTOWN SACRAMENTO, DH6506'AND 14.5 KM NORTHEAST OF ELK GROVE. DH6506' DH6506'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 50 AND DH6506'BRADSHAW ROAD IN SACRAMENTO, PROCEED 4 KM SOUTH ON BRADSHAW ROAD TO DH6506'THE INTERSECTION WITH STATE HIGHWAY 16 (A.K.A. JACKSON ROAD). TURN DH6506'LEFT AND PROCEED 4.71 KM EAST ON STATE HIGHWAY 16 TO THE STATION ON DH6506'THE RIGHT AT HIGHWAY POST MILE 9.15. DH6506' DH6506'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6506'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6506'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 110 M DH6506'EAST OF CALL BOX NO. SA-16-92, 43.4 M WEST OF THE CENTERLINE OF AN DH6506'ASPHALT DRIVEWAY AT ADDRESS NO. 10768, 35.6 M WEST OF A CMP CULVERT DH6506'PIPE, 24.6 M SOUTHEAST OF JOINT POLE NO. UD066620 WITH A GUY WIRE, DH6506'6.6 M SOUTH OF THE EDGE OF PAVEMENT OF HIGHWAY 16, 1.0 M NORTH OF A DH6506'METAL GUARD POST, AND ABOUT 0.2 M LOWER THAN THE HIGHWAY. THIS DH6506'STATION WAS OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE OF DH6506'SURVEYORS GPS HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC9238 *********************************************************************** AC9238 DESIGNATION - FOLSOM SOUTH CANAL MP 1.29 R AC9238 PID - AC9238 AC9238 STATE/COUNTY- CA/SACRAMENTO AC9238 USGS QUAD - BUFFALO CREEK (1980) AC9238 AC9238 *CURRENT SURVEY CONTROL AC9238 ___________________________________________________________________ AC9238* NAD 83(1998)- 38 37 22.84932(N) 121 13 53.15118(W) ADJUSTED AC9238* NAVD 88 - 41.2 (meters) 135. (feet) GPS OBS AC9238 ___________________________________________________________________ AC9238 EPOCH DATE - 2004.69 AC9238 X - -2,587,070.741 (meters) COMP AC9238 Y - -4,266,477.756 (meters) COMP AC9238 Z - 3,959,714.015 (meters) COMP AC9238 LAPLACE CORR- 6.89 (seconds) DEFLEC99 AC9238 ELLIP HEIGHT- 11.10 (meters) (09/28/05) GPS OBS AC9238 GEOID HEIGHT- -30.05 (meters) GEOID03 AC9238 AC9238 HORZ ORDER - B AC9238 ELLP ORDER - FOURTH CLASS I AC9238 AC9238.The horizontal coordinates were established by GPS observations AC9238.and adjusted by the National Geodetic Survey in September 2005. AC9238.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC9238.DATUM ITEM on the data sheet items page. AC9238.The horizontal coordinates are valid at the epoch date displayed above. AC9238.The epoch date for horizontal control is a decimal equivalence AC9238.of Year/Month/Day. AC9238 AC9238.The orthometric height was determined by GPS observations and a AC9238.high-resolution geoid model. AC9238 AC9238.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC9238 AC9238.The Laplace correction was computed from DEFLEC99 derived deflections. AC9238 AC9238.The ellipsoidal height was determined by GPS observations AC9238.and is referenced to NAD 83. AC9238 AC9238.The geoid height was determined by GEOID03. AC9238 AC9238; North East Units Scale Factor Converg. AC9238;SPC CA 2 - 606,443.097 2,066,925.878 MT 0.99994693 +0 29 04.4 AC9238;SPC CA 2 - 1,989,638.73 6,781,239.32 sFT 0.99994693 +0 29 04.4 AC9238;UTM 10 - 4,276,426.798 653,958.279 MT 0.99989190 +1 06 14.9 AC9238 AC9238! - Elev Factor x Scale Factor = Combined Factor AC9238!SPC CA 2 - 0.99999826 x 0.99994693 = 0.99994519 AC9238!UTM 10 - 0.99999826 x 0.99989190 = 0.99989016 AC9238 AC9238 SUPERSEDED SURVEY CONTROL AC9238 AC9238 NAD 83(1992)- 38 37 22.84508(N) 121 13 53.14357(W) AD(1991.35) 1 AC9238 ELLIP H (06/13/97) 11.20 (m) GP(1991.35) 4 2 AC9238 AC9238.Superseded values are not recommended for survey control. AC9238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC9238.See file dsdata.txt to determine how the superseded data were derived. AC9238 AC9238_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH5395876427(NAD 83) AC9238_MARKER: DB = BENCH MARK DISK AC9238_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES AC9238_SP_SET: CONCRETE HEADWALL AC9238_STAMPING: 245 859 132.81 MP.1.29 R 1971 AC9238_MARK LOGO: BOR AC9238_MAGNETIC: N = NO MAGNETIC MATERIAL AC9238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC9238+STABILITY: SURFACE MOTION AC9238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC9238+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 AC9238 AC9238 HISTORY - Date Condition Report By AC9238 HISTORY - 1971 MONUMENTED BOR AC9238 HISTORY - 19940610 GOOD CADT AC9238 HISTORY - 20010415 GOOD INDIV AC9238 HISTORY - 20041005 GOOD CADT AC9238 AC9238 STATION DESCRIPTION AC9238 AC9238'DESCRIBED BY CALTRANS 1994 (JCB) AC9238'THE STATION IS LOCATED ON THE SOUTH SIDE OF FOLSOM BLVD, BETWEEN AC9238'SUNRISE BLVD AND HAZEL AVENUE, ABOUT 14 MI (22.5 KM) EAST OF AC9238'SACRAMENTO AND 5 MI (8.0 KM) SOUTHWEST OF FOLSOM. TO REACH THE AC9238'STATION FROM THE U.S. HIGHWAY 50/SUNRISE BLVD INTERCHANGE IN RANCHO AC9238'CORDOVA, GO SOUTH ON SUNRISE BLVD FOR 0.25 MI (0.40 KM) TO THE AC9238'INTERSECTION WITH FOLSOM BLVD. TURN LEFT AND GO EAST ON FOLSOM BLVD AC9238'FOR 2.4 MI (3.9 KM) TO A POINT WHERE THE FOLSOM SOUTH CANAL GOES UNDER AC9238'FOLSOM BLVD AND HIGHWAY 50 AND THE STATION ON THE RIGHT, SOUTH OF THE AC9238'SOUTHERN PACIFIC RAILROAD TRACKS. THE STATION IS A BENCH MARK DISK AC9238'SET IN THE WEST END OF THE CONCRETE HEADWALL OF THE ACCESS TUNNEL THAT AC9238'PARALLELS THE CANAL UNDER FOLSOM BLVD, HIGHWAY 50 AND THE RAILROAD AC9238'TRACKS, 97.8 FT (29.8 M) SOUTH OF THE CENTERLINE OF FOLSOM BLVD, 69.0 AC9238'FT (21.0 M) WEST OF THE CENTERLINE OF THE FOLSOM SOUTH CANAL, 24.3 FT AC9238'(7.4 M) SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 8.7 FT (2.7 M) AC9238'WEST OF THE CENTER LINE OF THE ACCESS TUNNEL, 5.3 FT (1.6 M) SOUTH OF AC9238'A BARBED WIRE AND WIRE MESH FENCE, 0.8 FT (0.2 M) EAST OF THE WEST END AC9238'OF THE HEADWALL AND ABOUT 3 FT (0.9 M) LOWER THAN THE RAILROAD TRACKS. AC9238'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION AC9238'SURVEY. AC9238 AC9238 STATION RECOVERY (2001) AC9238 AC9238'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DGB) AC9238'MARK IS LOCATED ON WALL ABOVE SERVICE TUNNEL OFF OF FULSOM RD. AC9238'APRROXIMATELY 1.8 MILES EAST ON FULSOM FROM THE INTERSECTION WITH AC9238'SUNSHINE DR. AC9238 AC9238 STATION RECOVERY (2004) AC9238 AC9238'RECOVERY NOTE BY CALTRANS 2004 (DWM) AC9238'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AC9238'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AC9238'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6509 *********************************************************************** DH6509 DESIGNATION - FREEPORT DH6509 PID - DH6509 DH6509 STATE/COUNTY- CA/SACRAMENTO DH6509 USGS QUAD - SACRAMENTO WEST (1992) DH6509 DH6509 *CURRENT SURVEY CONTROL DH6509 ___________________________________________________________________ DH6509* NAD 83(1998)- 38 30 12.72980(N) 121 30 22.47318(W) ADJUSTED DH6509* NAVD 88 - 4.7 (meters) 15. (feet) GPS OBS DH6509 ___________________________________________________________________ DH6509 EPOCH DATE - 2004.69 DH6509 X - -2,611,809.884 (meters) COMP DH6509 Y - -4,261,044.208 (meters) COMP DH6509 Z - 3,949,320.193 (meters) COMP DH6509 LAPLACE CORR- 3.09 (seconds) DEFLEC99 DH6509 ELLIP HEIGHT- -26.32 (meters) (09/28/05) GPS OBS DH6509 GEOID HEIGHT- -30.95 (meters) GEOID03 DH6509 DH6509 HORZ ORDER - B DH6509 ELLP ORDER - FOURTH CLASS I DH6509 DH6509.The horizontal coordinates were established by GPS observations DH6509.and adjusted by the National Geodetic Survey in September 2005. DH6509.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6509.DATUM ITEM on the data sheet items page. DH6509.The horizontal coordinates are valid at the epoch date displayed above. DH6509.The epoch date for horizontal control is a decimal equivalence DH6509.of Year/Month/Day. DH6509 DH6509.The orthometric height was determined by GPS observations and a DH6509.high-resolution geoid model. DH6509 DH6509.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6509 DH6509.The Laplace correction was computed from DEFLEC99 derived deflections. DH6509 DH6509.The ellipsoidal height was determined by GPS observations DH6509.and is referenced to NAD 83. DH6509 DH6509.The geoid height was determined by GEOID03. DH6509 DH6509; North East Units Scale Factor Converg. DH6509;SPC CA 2 - 593,014.802 2,043,068.036 MT 0.99996576 +0 18 40.7 DH6509;SPC CA 2 - 1,945,582.73 6,702,965.71 sFT 0.99996576 +0 18 40.7 DH6509;UTM 10 - 4,262,742.956 630,249.458 MT 0.99980892 +0 55 48.3 DH6509 DH6509! - Elev Factor x Scale Factor = Combined Factor DH6509!SPC CA 2 - 1.00000413 x 0.99996576 = 0.99996989 DH6509!UTM 10 - 1.00000413 x 0.99980892 = 0.99981305 DH6509 DH6509 SUPERSEDED SURVEY CONTROL DH6509 DH6509.No superseded survey control is available for this station. DH6509 DH6509_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3024962743(NAD 83) DH6509_MARKER: DD = SURVEY DISK DH6509_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6509_STAMPING: FREEPORT 2004 DH6509_MARK LOGO: CADT DH6509_PROJECTION: FLUSH DH6509_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6509+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004 DH6509_ROD/PIPE-DEPTH: 6.70 meters DH6509_SLEEVE-DEPTH : N/A meters DH6509 DH6509 HISTORY - Date Condition Report By DH6509 HISTORY - 20040802 MONUMENTED CADT DH6509 DH6509 STATION DESCRIPTION DH6509 DH6509'DESCRIBED BY CALTRANS 2004 (PTD) DH6509'THE STATION IS LOCATED IN SACRAMENTO COUNTY NEAR FLORIN, ABOUT 20.6 KM DH6509'SOUTHWEST OF RANCHO CORDOVA, 20 KM EAST OF DAVIS, AND 8.7 KM SOUTH OF DH6509'DOWNTOWN SACRAMENTO. DH6509' DH6509'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 5 AND US DH6509'HIGHWAY 50 IN SACRAMENTO, PROCEED 8.5 KM SOUTH ON INTERSTATE 5 TO THE DH6509'FLORIN ROAD EAST EXIT. TAKE THE EXIT AND PROCEED EAST ON FLORIN ROAD DH6509'0.35 KM TO THE INTERSECTION WITH SOUTH LAND PARK DRIVE. TURN LEFT AND DH6509'PROCEED 1.02 KM NORTH ON SOUTH LAND PARK DRIVE TO THE INTERSECTION DH6509'WITH 14 TH STREET. TURN RIGHT ON SOUTH LAND PARK DRIVE ABOUT 60 M TO DH6509'THE END OF PAVEMENT AND THE STATION DIRECTLY AHEAD NEAR THE ABANDONED DH6509'RAILROAD TRACKS. DH6509' DH6509'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6509'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6509'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 26.7 M DH6509'SOUTHEAST OF A HIGH VOLTAGE JOINT POLE NO. S-1581, 23.6 M EAST OF A DH6509'SANITARY SEWER MANHOLE, 20.2 M SOUTHEAST OF A VALVE CLUSTER, 4.2 M DH6509'NORTHWEST OF A SANITARY SEWER MANHOLE COVER, 1.5 M EAST OF THE EAST DH6509'RAIL OF THE ABANDONED RAILROAD TRACKS, 1.0 M WEST OF A METAL GUARD DH6509'POST, AND ABOUT 0.3 M HIGHER THAN THE ROAD. THIS STATION WAS OCCUPIED DH6509'AS PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT DH6509'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6504 *********************************************************************** DH6504 DESIGNATION - FRUITRIDGE DH6504 PID - DH6504 DH6504 STATE/COUNTY- CA/SACRAMENTO DH6504 USGS QUAD - FLORIN (1980) DH6504 DH6504 *CURRENT SURVEY CONTROL DH6504 ___________________________________________________________________ DH6504* NAD 83(1998)- 38 29 44.52225(N) 121 26 51.25602(W) ADJUSTED DH6504* NAVD 88 - 7.6 (meters) 25. (feet) GPS OBS DH6504 ___________________________________________________________________ DH6504 EPOCH DATE - 2004.69 DH6504 X - -2,607,728.875 (meters) COMP DH6504 Y - -4,264,180.417 (meters) COMP DH6504 Z - 3,948,641.369 (meters) COMP DH6504 LAPLACE CORR- 4.17 (seconds) DEFLEC99 DH6504 ELLIP HEIGHT- -23.31 (meters) (09/28/05) GPS OBS DH6504 GEOID HEIGHT- -30.84 (meters) GEOID03 DH6504 DH6504 HORZ ORDER - B DH6504 ELLP ORDER - FOURTH CLASS I DH6504 DH6504.The horizontal coordinates were established by GPS observations DH6504.and adjusted by the National Geodetic Survey in September 2005. DH6504.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6504.DATUM ITEM on the data sheet items page. DH6504.The horizontal coordinates are valid at the epoch date displayed above. DH6504.The epoch date for horizontal control is a decimal equivalence DH6504.of Year/Month/Day. DH6504 DH6504.The orthometric height was determined by GPS observations and a DH6504.high-resolution geoid model. DH6504 DH6504.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6504 DH6504.The Laplace correction was computed from DEFLEC99 derived deflections. DH6504 DH6504.The ellipsoidal height was determined by GPS observations DH6504.and is referenced to NAD 83. DH6504 DH6504.The geoid height was determined by GEOID03. DH6504 DH6504; North East Units Scale Factor Converg. DH6504;SPC CA 2 - 592,174.525 2,048,190.884 MT 0.99996715 +0 20 53.8 DH6504;SPC CA 2 - 1,942,825.92 6,719,772.93 sFT 0.99996715 +0 20 53.8 DH6504;UTM 10 - 4,261,958.143 635,380.312 MT 0.99982571 +0 57 59.3 DH6504 DH6504! - Elev Factor x Scale Factor = Combined Factor DH6504!SPC CA 2 - 1.00000366 x 0.99996715 = 0.99997081 DH6504!UTM 10 - 1.00000366 x 0.99982571 = 0.99982937 DH6504 DH6504 SUPERSEDED SURVEY CONTROL DH6504 DH6504.No superseded survey control is available for this station. DH6504 DH6504_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3538061958(NAD 83) DH6504_MARKER: DD = SURVEY DISK DH6504_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6504+WITH SETTING: INFORMATION. DH6504_STAMPING: FRUITRIDGE 2004 DH6504_MARK LOGO: CADT DH6504_PROJECTION: FLUSH DH6504_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6504+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004 DH6504_ROD/PIPE-DEPTH: 1.22 meters DH6504_SLEEVE-DEPTH : N/A meters DH6504 DH6504 HISTORY - Date Condition Report By DH6504 HISTORY - 20040802 MONUMENTED CADT DH6504 DH6504 STATION DESCRIPTION DH6504 DH6504'DESCRIBED BY CALTRANS 2004 (PTD) DH6504'THE STATION IS LOCATED IN SACRAMENTO COUNTY AT FLORIN, ABOUT 27 KM DH6504'EAST OF DAVIS, 12.7 KM NORTHWEST OF ELK GROVE, AND 10.7 KM SOUTHEAST DH6504'OF DOWNTOWN SACRAMENTO. DH6504' DH6504'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 50 AND STATE DH6504'HIGHWAY 99 IN SACRAMENTO, PROCEED 7.60 KM SOUTH ON STATE HIGHWAY 99 DH6504'TO THE FLORIN ROAD OFF-RAMP. FOLLOW THE OFF-RAMP TOWARD THE EASTBOUND DH6504'FLORIN ROAD INLET. ABOUT 40 M SOUTH OF THE MERGE INTO EASTBOUND DH6504'FLORIN ROAD, EXIT THE APPROACH TO EASTBOUND FLORIN ROAD TO THE RIGHT DH6504'TO THE STATION ON THE RIGHT. DH6504' DH6504'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6504'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6504'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 15.2 M DH6504'NORTHEAST OF THE TOP LIP OF A CONCRETE CULVERT PIPE, 14.6 M SOUTHWEST DH6504'OF THE SOUTHEAST END OF A CONCRETE WALKWAY, 12.9 M SOUTH OF A 'DO NOT DH6504'ENTER-WRONG WAY' SIGN, 10.7 M EAST OF THE EDGE OF PAVEMENT OF THE DH6504'OFF-RAMP, 1.0 M SOUTHEAST OF A METAL GUARD POST, AND ABOUT 0.1 M DH6504'LOWER THAN THE OFF-RAMP. THIS STATION WAS OCCUPIED AS PART OF A DH6504'CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT MODERNIZATION DH6504'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS3899 *********************************************************************** JS3899 HT_MOD - This is a Height Modernization Survey Station. JS3899 DESIGNATION - G 1414 JS3899 PID - JS3899 JS3899 STATE/COUNTY- CA/SACRAMENTO JS3899 USGS QUAD - FLORIN (1980) JS3899 JS3899 *CURRENT SURVEY CONTROL JS3899 ___________________________________________________________________ JS3899* NAD 83(1998)- 38 27 10.89713(N) 121 22 51.46971(W) ADJUSTED JS3899* NAVD 88 - 11.77 (meters) 38.6 (feet) GPS OBS JS3899 ___________________________________________________________________ JS3899 EPOCH DATE - 2002.86 JS3899 X - -2,604,306.388 (meters) COMP JS3899 Y - -4,269,728.063 (meters) COMP JS3899 Z - 3,944,935.554 (meters) COMP JS3899 LAPLACE CORR- 5.60 (seconds) DEFLEC99 JS3899 ELLIP HEIGHT- -18.95 (meters) (10/28/05) GPS OBS JS3899 GEOID HEIGHT- -30.71 (meters) GEOID03 JS3899 JS3899 HORZ ORDER - FIRST JS3899 ELLP ORDER - FOURTH CLASS I JS3899 JS3899.The horizontal coordinates were established by GPS observations JS3899.and adjusted by the National Geodetic Survey in October 2005. JS3899.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS3899.DATUM ITEM on the data sheet items page. JS3899.The horizontal coordinates are valid at the epoch date displayed above. JS3899.The epoch date for horizontal control is a decimal equivalence JS3899.of Year/Month/Day. JS3899 JS3899.The orthometric height was determined by GPS observations and a JS3899.high-resolution geoid model using precise GPS observation and JS3899.processing techniques. It supersedes the leveled height previously JS3899.determined for this station. JS3899 JS3899.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS3899 JS3899.The Laplace correction was computed from DEFLEC99 derived deflections. JS3899 JS3899.The ellipsoidal height was determined by GPS observations JS3899.and is referenced to NAD 83. JS3899 JS3899.The geoid height was determined by GEOID03. JS3899 JS3899; North East Units Scale Factor Converg. JS3899;SPC CA 2 - 587,475.214 2,054,033.523 MT 0.99997501 +0 23 25.0 JS3899;SPC CA 2 - 1,927,408.26 6,738,941.65 sFT 0.99997501 +0 23 25.0 JS3899;UTM 10 - 4,257,322.695 641,272.456 MT 0.99984578 +1 00 25.2 JS3899 JS3899! - Elev Factor x Scale Factor = Combined Factor JS3899!SPC CA 2 - 1.00000297 x 0.99997501 = 0.99997798 JS3899!UTM 10 - 1.00000297 x 0.99984578 = 0.99984875 JS3899 JS3899 SUPERSEDED SURVEY CONTROL JS3899 JS3899 NAD 83(1998)- 38 27 10.89635(N) 121 22 51.46942(W) AD(2002.53) 1 JS3899 ELLIP H (02/03/03) -18.96 (m) GP(2002.53) 4 1 JS3899 NAD 83(1992)- 38 27 10.89503(N) 121 22 51.46681(W) AD(1997.30) 1 JS3899 ELLIP H (07/10/98) -19.00 (m) GP(1997.30) 4 1 JS3899 NAD 83(1992)- 38 27 10.89466(N) 121 22 51.46719(W) AD(1997.30) 1 JS3899 ELLIP H (05/14/98) -18.91 (m) GP(1997.30) 3 1 JS3899 NAVD 88 (06/15/91) 11.748 (m) 38.54 (f) ADJUSTED 1 2 JS3899 JS3899.Superseded values are not recommended for survey control. JS3899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS3899.See file dsdata.txt to determine how the superseded data were derived. JS3899 JS3899_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4127257323(NAD 83) JS3899_MARKER: F = FLANGE-ENCASED ROD JS3899_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL JS3899+WITH SETTING: INFORMATION. JS3899_SP_SET: SHALLOW-SET METAL ROD JS3899_STAMPING: G 1414 1987 JS3899_MARK LOGO: NGS JS3899_PROJECTION: RECESSED 10 CENTIMETERS JS3899_MAGNETIC: N = NO MAGNETIC MATERIAL JS3899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JS3899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS3899+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2004 JS3899_ROD/PIPE-DEPTH: 2.40 meters JS3899 JS3899 HISTORY - Date Condition Report By JS3899 HISTORY - 1987 MONUMENTED NGS JS3899 HISTORY - 19970827 GOOD BOR JS3899 HISTORY - 20020315 GOOD CADWR JS3899 HISTORY - 20020831 GOOD FRAME JS3899 HISTORY - 20021101 POOR NGS JS3899 HISTORY - 20040407 GOOD CADT JS3899 JS3899 STATION DESCRIPTION JS3899 JS3899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 JS3899'6.3 KM (3.90 MI) NORTH FROM ELK GROVE. JS3899'0.64 KM (0.40 MI) WEST ALONG ELK GROVE BOULEVARD FROM THE CROSSING OF JS3899'THE SOUTHERN PACIFIC RAILROAD IN ELK GROVE, THENCE 4.8 KM (3.00 MI) JS3899'NORTH ALONG THE ELK GROVE-FLORIN ROAD, THENCE 0.80 KM (0.50 MI) WEST JS3899'ALONG CALVINE ROAD, 53 M (173.9 FT) NORTH OF THE ROAD CENTERLINE, JS3899'12.40 M (40.7 FT) WEST OF THE WEST RAIL OF THE SOUTHERN PACIFIC JS3899'RAILROAD, 5.5 M (18.0 FT) WEST OF THE CENTER OF A TRACK ROAD, 1.03 M JS3899'(3.4 FT) EAST OF A FENCE, 0.9 M (3.0 FT) SOUTHEAST OF A TELEPHONE JS3899'POLE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. JS3899'THE MARK IS 0.6 METERS NE FROM A WITNESS POST JS3899 JS3899 STATION RECOVERY (1997) JS3899 JS3899'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS3899'THE STATION WAS RECOVERED AND SOME ADDITIONAL INFORMATION FOLLOWS. THE JS3899'STATION IS ABOUT 11.3 MI (18.2 KM) SOUTHEAST OF THE STATE CAPITOL IN JS3899'SACRAMENTO AND 3.5 MI (5.6 KM) NORTH-NORTHWEST OF ELK GROVE. TO REACH JS3899'THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 99 AND CALVINE JS3899'ROAD, GO EAST ON CALVINE ROAD FOR 7.4 MI (11.9 KM) TO THE SOUTHERN JS3899'PACIFIC RAILROAD TRACKS AND THE STATION ON THE LEFT (NORTH) . THE JS3899'STATION IS 173.9 FT (53.0 M) NORTH OF THE CENTERLINE OF CALVINE ROAD, JS3899'40.7 FT (12.4 M) WEST OF THE WEST RAIL OF THE SOUTHERN PACIFIC JS3899'RAILROAD TRACKS, 18.0 FT (5.5 M) WEST OF THE CENTER OF A TRACK ROAD, JS3899'3.9 FT (1.2 M) EAST OF WIRE MESH FENCE, 2.9 FT (0.9 M) SOUTH OF AN JS3899'ABANDONED TELEPHONE POLE, AND 1.7 FT (0.5 M) NORTH OF A CARSONITE JS3899'WITNESS POST. THE STATION WAS OCCUPIED AS PART OF THE SAN JS3899'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. JS3899 JS3899 STATION RECOVERY (2002) JS3899 JS3899'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS3899'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS3899'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS3899 JS3899 STATION RECOVERY (2002) JS3899 JS3899'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS3899'RECOVERED AS DESCRIBED. JS3899 JS3899 STATION RECOVERY (2002) JS3899 JS3899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (MEI) JS3899'GPS OBSERVATIONS AT THIS MARK FOR 3 SEPARATE SURVEYS--6 OBSERVATIONS-- JS3899'(AND 2 SETS OF REPEAT OBSERVATIONS) BETWEEN 1998 AND 2002 HAVE ALWAYS JS3899'BEEN PROBLEMATIC. NO VISIBLE HORIZON INTERFERENCE IS APPARENT. THERE JS3899'IS A LARGE COMMUNICATIONS TOWER ABOUT 1 MI TO THE EAST THAT MAY BEEN JS3899'CAUSING INTERFERENCE. USE OF GPS AT THIS SITE SEEMS TO BE UNWISE. JS3899 JS3899 STATION RECOVERY (2004) JS3899 JS3899'RECOVERY NOTE BY CALTRANS 2004 (RLM) JS3899'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9867 *********************************************************************** AE9867 HT_MOD - This is a Height Modernization Survey Station. AE9867 DESIGNATION - GPS 2191 AE9867 PID - AE9867 AE9867 STATE/COUNTY- CA/SACRAMENTO AE9867 USGS QUAD - ISLETON (1993) AE9867 AE9867 *CURRENT SURVEY CONTROL AE9867 ___________________________________________________________________ AE9867* NAD 83(1998)- 38 11 59.09942(N) 121 31 29.61833(W) ADJUSTED AE9867* NAVD 88 - 4.18 (meters) 13.7 (feet) GPS OBS AE9867 ___________________________________________________________________ AE9867 EPOCH DATE - 2002.86 AE9867 X - -2,624,136.539 (meters) COMP AE9867 Y - -4,278,028.334 (meters) COMP AE9867 Z - 3,922,874.783 (meters) COMP AE9867 LAPLACE CORR- 5.53 (seconds) DEFLEC99 AE9867 ELLIP HEIGHT- -27.58 (meters) (10/28/05) GPS OBS AE9867 GEOID HEIGHT- -31.78 (meters) GEOID03 AE9867 AE9867 HORZ ORDER - FIRST AE9867 ELLP ORDER - FOURTH CLASS I AE9867 AE9867.The horizontal coordinates were established by GPS observations AE9867.and adjusted by the National Geodetic Survey in October 2005. AE9867.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9867.DATUM ITEM on the data sheet items page. AE9867.The horizontal coordinates are valid at the epoch date displayed above. AE9867.The epoch date for horizontal control is a decimal equivalence AE9867.of Year/Month/Day. AE9867 AE9867.The orthometric height was determined by GPS observations and a AE9867.high-resolution geoid model using precise GPS observation and AE9867.processing techniques. AE9867 AE9867.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9867 AE9867.The Laplace correction was computed from DEFLEC99 derived deflections. AE9867 AE9867.The ellipsoidal height was determined by GPS observations AE9867.and is referenced to NAD 83. AE9867 AE9867.The geoid height was determined by GEOID03. AE9867 AE9867; North East Units Scale Factor Converg. AE9867;SPC CA 2 - 559,285.466 2,041,617.470 MT 1.00003297 +0 17 58.3 AE9867;SPC CA 2 - 1,834,922.40 6,698,206.65 sFT 1.00003297 +0 17 58.3 AE9867;UTM 10 - 4,229,006.384 629,161.680 MT 0.99980546 +0 54 44.4 AE9867 AE9867! - Elev Factor x Scale Factor = Combined Factor AE9867!SPC CA 2 - 1.00000433 x 1.00003297 = 1.00003730 AE9867!UTM 10 - 1.00000433 x 0.99980546 = 0.99980979 AE9867 AE9867 SUPERSEDED SURVEY CONTROL AE9867 AE9867 NAD 83(1992)- 38 11 59.09761(N) 121 31 29.61551(W) AD(1997.30) 1 AE9867 ELLIP H (07/10/98) -27.62 (m) GP(1997.30) 4 1 AE9867 NAD 83(1992)- 38 11 59.09721(N) 121 31 29.61588(W) AD(1997.30) 1 AE9867 ELLIP H (05/14/98) -27.54 (m) GP(1997.30) 3 1 AE9867 AE9867.Superseded values are not recommended for survey control. AE9867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9867.See file dsdata.txt to determine how the superseded data were derived. AE9867 AE9867_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2916229006(NAD 83) AE9867_MARKER: DD = SURVEY DISK AE9867_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AE9867_STAMPING: GPS 2191 AE9867_MARK LOGO: CADWR AE9867_PROJECTION: FLUSH AE9867_MAGNETIC: N = NO MAGNETIC MATERIAL AE9867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9867+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002 AE9867_ROD/PIPE-DEPTH: 10.0 meters AE9867 AE9867 HISTORY - Date Condition Report By AE9867 HISTORY - 1991 MONUMENTED CADWR AE9867 HISTORY - 20021101 GOOD CADWR AE9867 AE9867 STATION DESCRIPTION AE9867 AE9867'DESCRIBED BY CA DEPT OF WATER RES 1991 (DF) AE9867'THE STATION IS ON THE NORTHEAST SIDE OF TYLER ISLAND, ON THE WEST BANK AE9867'OF THE NORTH MOKELUMNE RIVER, ABOUT 26.0 MI (41.8 KM) SOUTH OF THE AE9867'STATE CAPITOL IN SACRAMENTO, ABOUT 9.7 MI (15.6 KM) EAST-NORTHEAST OF AE9867'RIO VISTA, AND ABOUT 3 MI (4.8 KM) SOUTH OF WALNUT GROVE. TO REACH AE9867'THE STATION FROM THE POST OFFICE IN WALNUT GROVE, PROCEED SOUTHWEST ON AE9867'RIVER ROAD FOR ABOUT 0.45 MI (0.72 KM) TO THE INTERSECTION OF RACE AE9867'TRACK ROAD ON THE RIGHT. BEAR RIGHT AND FOLLOW RACE TRACK ROAD AE9867'SOUTHERLY FOR 2.25 MI (3.62 KM) TO THE T-INTERSECTION OF TYLER ISLAND AE9867'ROAD. BEAR LEFT AND FOLLOW TYLER ISLAND ROAD SOUTHEASTERLY FOR 0.4 MI AE9867'(0.6 KM) TO A POINT WHERE TYLER ISLAND ROAD CLIMBS UP ONTO THE NORTH AE9867'MOKELUMNE RIVER LEVEE AND BEARS RIGHT (SOUTHWARD) . TURN SHARPLY TO AE9867'THE LEFT ONTO THE GRAVELED LEVEE ROAD AND A GATE. PROCEED NORTHEAST AE9867'FOR ABOUT 250 FT (76.2 M) TO THE STATION ON THE LEFT (ISLAND SIDE OF AE9867'THE LEVEE) . THE STATION IS A 2 1/4 INCH DWR BRASS CAP MONUMENT AE9867'CRIMPED TO THE TOP OF A COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL, SET AE9867'FLUSH TO THE GROUND, INSIDE A 6-INCH PVC PIPE PROJECTING 0.4 FT (0.1 AE9867'M) ABOVE GROUND. THE STATION IS ABOUT 238 FT (72.5 M) NORTH OF A AE9867'METAL GATE ACROSS THE LEVEE ROAD NEAR THE INTERSECTION, ABOUT 101.7 FT AE9867'(31.0 M) NORTHEAST OF THE NORTHWEST CORNER OF A LARGE CONCRETE AE9867'FOUNDATION, ABOUT 98.4 FT (30.0 M) EAST OF A 48-INCH CONCRETE AE9867'STANDPIPE, 13 FT (4.0 M) WEST OF CENTERLINE OF THE LEVEE ROAD, 3.0 FT AE9867'(0.9 M) EAST OF THE WEST EDGE OF THE LEVEE, 0.8 FT (0.2 M) WEST OF A AE9867'METAL FENCE POST, AND 0.5 FT (0.2 M) BELOW THE TOP OF THE LEVEE. THE AE9867'STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA AE9867'GPS/VERTICAL PROJECT. (RWK) AE9867 AE9867 STATION RECOVERY (2002) AE9867 AE9867'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9867'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR AE9867'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6485 *********************************************************************** DH6485 DESIGNATION - GREENBACK DH6485 PID - DH6485 DH6485 STATE/COUNTY- CA/SACRAMENTO DH6485 USGS QUAD - CITRUS HEIGHTS (1992) DH6485 DH6485 *CURRENT SURVEY CONTROL DH6485 ___________________________________________________________________ DH6485* NAD 83(1998)- 38 41 31.13545(N) 121 20 47.91721(W) ADJUSTED DH6485* NAVD 88 - 46.6 (meters) 153. (feet) GPS OBS DH6485 ___________________________________________________________________ DH6485 EPOCH DATE - 2004.69 DH6485 X - -2,593,158.837 (meters) COMP DH6485 Y - -4,257,185.871 (meters) COMP DH6485 Z - 3,965,695.777 (meters) COMP DH6485 LAPLACE CORR- 4.83 (seconds) DEFLEC99 DH6485 ELLIP HEIGHT- 16.13 (meters) (09/28/05) GPS OBS DH6485 GEOID HEIGHT- -30.37 (meters) GEOID03 DH6485 DH6485 HORZ ORDER - B DH6485 ELLP ORDER - FOURTH CLASS I DH6485 DH6485.The horizontal coordinates were established by GPS observations DH6485.and adjusted by the National Geodetic Survey in September 2005. DH6485.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6485.DATUM ITEM on the data sheet items page. DH6485.The horizontal coordinates are valid at the epoch date displayed above. DH6485.The epoch date for horizontal control is a decimal equivalence DH6485.of Year/Month/Day. DH6485 DH6485.The orthometric height was determined by GPS observations and a DH6485.high-resolution geoid model. DH6485 DH6485.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6485 DH6485.The Laplace correction was computed from DEFLEC99 derived deflections. DH6485 DH6485.The ellipsoidal height was determined by GPS observations DH6485.and is referenced to NAD 83. DH6485 DH6485.The geoid height was determined by GEOID03. DH6485 DH6485; North East Units Scale Factor Converg. DH6485;SPC CA 2 - 614,020.077 2,056,838.466 MT 0.99993802 +0 24 42.9 DH6485;SPC CA 2 - 2,014,497.54 6,748,144.20 sFT 0.99993802 +0 24 42.9 DH6485;UTM 10 - 4,283,893.535 643,790.078 MT 0.99985461 +1 02 01.5 DH6485 DH6485! - Elev Factor x Scale Factor = Combined Factor DH6485!SPC CA 2 - 0.99999747 x 0.99993802 = 0.99993549 DH6485!UTM 10 - 0.99999747 x 0.99985461 = 0.99985208 DH6485 DH6485 SUPERSEDED SURVEY CONTROL DH6485 DH6485.No superseded survey control is available for this station. DH6485 DH6485_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4379083894(NAD 83) DH6485_MARKER: DD = SURVEY DISK DH6485_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6485+WITH SETTING: INFORMATION. DH6485_STAMPING: GREENBACK 2004 DH6485_MARK LOGO: CADT DH6485_PROJECTION: FLUSH DH6485_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6485+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2004 DH6485_ROD/PIPE-DEPTH: 1.20 meters DH6485_SLEEVE-DEPTH : N/A meters DH6485 DH6485 HISTORY - Date Condition Report By DH6485 HISTORY - 20040812 MONUMENTED CADT DH6485 DH6485 STATION DESCRIPTION DH6485 DH6485'DESCRIBED BY CALTRANS 2004 (PTD) DH6485'THE STATION IS LOCATED IN SACRAMENTO COUNTY IN NORTH HIGHLANDS, ABOUT DH6485'18.0 KM NORTHEAST OF DOWNTOWN SACRAMENTO, 17.5 KM WEST OF FOLSOM, AND DH6485'8.8 KM SOUTHWEST OF ROSEVILLE. DH6485' DH6485'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 80 AND DH6485'GREENBACK LANE IN SACRAMENTO COUNTY, PROCEED NORTHWEST ON GREENBACK DH6485'LANE (GREENBACK BECOMES ELKHORN BLVD NORTH OF THE FREEWAY) 0.83 KM TO DH6485'THE INTERSECTION OF ELKHORN BLVD AND ANDREA STREET. TURN LEFT ON DH6485'ANDREA STREET AND PROCEED 0.68 KM TO THE T-INTERSECTION OF ANDREA DH6485'STREET AND ROSEVILLE ROAD. TURN RIGHT ON ROSEVILLE ROAD AND PROCEED DH6485'0.63 KM TO THE STATION ON THE LEFT. DH6485' DH6485'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6485'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6485'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 37.2 M DH6485'SOUTHWEST OF A STREET LIGHT STANDARD, 30.9 M SOUTHWEST OF A METAL DH6485'CYCLONE FENCE CORNER POST, 15.3 M NORTHEAST OF A POWER POLE WITH A GUY DH6485'WIRE, 12.5 M NORTHWEST OF THE WEST EDGE OF PAVEMENT OF ROSEVILLE DH6485'ROAD, 1.0 M SOUTHEAST OF CARSONITE WITNESS POST, AND ABOUT 1.5 M DH6485'HIGHER THAN THE ROAD. THIS STATION WAS OCCUPIED AS PART OF A CALTRANS DH6485'NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9876 *********************************************************************** AE9876 HT_MOD - This is a Height Modernization Survey Station. AE9876 DESIGNATION - HOG SLOUGH AE9876 PID - AE9876 AE9876 STATE/COUNTY- CA/SACRAMENTO AE9876 USGS QUAD - THORNTON (1978) AE9876 AE9876 *CURRENT SURVEY CONTROL AE9876 ___________________________________________________________________ AE9876* NAD 83(1998)- 38 10 07.41050(N) 121 27 34.54321(W) ADJUSTED AE9876* NAVD 88 - 3.53 (meters) 11.6 (feet) GPS OBS AE9876 ___________________________________________________________________ AE9876 EPOCH DATE - 2002.86 AE9876 X - -2,620,370.110 (meters) COMP AE9876 Y - -4,282,831.822 (meters) COMP AE9876 Z - 3,920,167.594 (meters) COMP AE9876 LAPLACE CORR- 5.12 (seconds) DEFLEC99 AE9876 ELLIP HEIGHT- -28.11 (meters) (10/28/05) GPS OBS AE9876 GEOID HEIGHT- -31.66 (meters) GEOID03 AE9876 AE9876 HORZ ORDER - FIRST AE9876 ELLP ORDER - FOURTH CLASS I AE9876 AE9876.The horizontal coordinates were established by GPS observations AE9876.and adjusted by the National Geodetic Survey in October 2005. AE9876.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9876.DATUM ITEM on the data sheet items page. AE9876.The horizontal coordinates are valid at the epoch date displayed above. AE9876.The epoch date for horizontal control is a decimal equivalence AE9876.of Year/Month/Day. AE9876 AE9876.The orthometric height was determined by GPS observations and a AE9876.high-resolution geoid model using precise GPS observation and AE9876.processing techniques. AE9876 AE9876.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9876 AE9876.The Laplace correction was computed from DEFLEC99 derived deflections. AE9876 AE9876.The ellipsoidal height was determined by GPS observations AE9876.and is referenced to NAD 83. AE9876 AE9876.The geoid height was determined by GEOID03. AE9876 AE9876; North East Units Scale Factor Converg. AE9876;SPC CA 2 - 555,873.616 2,047,357.797 MT 1.00004139 +0 20 26.5 AE9876;SPC CA 2 - 1,823,728.69 6,717,039.71 sFT 1.00004139 +0 20 26.5 AE9876;UTM 10 - 4,225,656.797 634,936.843 MT 0.99982425 +0 57 07.5 AE9876 AE9876! - Elev Factor x Scale Factor = Combined Factor AE9876!SPC CA 2 - 1.00000441 x 1.00004139 = 1.00004580 AE9876!UTM 10 - 1.00000441 x 0.99982425 = 0.99982866 AE9876 AE9876 SUPERSEDED SURVEY CONTROL AE9876 AE9876 NAD 83(1992)- 38 10 07.40903(N) 121 27 34.54020(W) AD(1997.30) 1 AE9876 ELLIP H (07/10/98) -28.12 (m) GP(1997.30) 4 1 AE9876 NAD 83(1992)- 38 10 07.40864(N) 121 27 34.54052(W) AD(1997.30) 1 AE9876 ELLIP H (05/14/98) -28.03 (m) GP(1997.30) 3 1 AE9876 AE9876.Superseded values are not recommended for survey control. AE9876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9876.See file dsdata.txt to determine how the superseded data were derived. AE9876 AE9876_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3493725657(NAD 83) AE9876_MARKER: DD = SURVEY DISK AE9876_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE9876_STAMPING: HOG SLOUGH 1997 AE9876_MARK LOGO: BOR AE9876_PROJECTION: FLUSH AE9876_MAGNETIC: N = NO MAGNETIC MATERIAL AE9876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9876+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002 AE9876_ROD/PIPE-DEPTH: 5.80 meters AE9876 AE9876 HISTORY - Date Condition Report By AE9876 HISTORY - 1997 MONUMENTED BOR AE9876 HISTORY - 20021101 GOOD CADWR AE9876 AE9876 STATION DESCRIPTION AE9876 AE9876'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9876'THE STATION IS ABOUT 28.2 MI (45.4 KM) SOUTH OF THE STATE CAPITOL IN AE9876'SACRAMENTO, ABOUT 4.35 MI (7.00 KM) SOUTHWEST OF THORNTON, AND ABOUT AE9876'7.6 MI (12.2 KM) SOUTHEAST OF WALNUT GROVE ON THE SOUTH SIDE OF HOG AE9876'SLOUGH. TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 5/PELTIER AE9876'ROAD INTERCHANGE, GO EAST ON PELTIER ROAD FOR ABOUT 0.05 MI (0.08 KM) AE9876'TO THE INTERSECTION OF THORNTON ROAD. TURN RIGHT AND GO SOUTH ON AE9876'THORNTON ROAD FOR 2.0 MI (3.2 KM) TO THE INTERSECTION OF WOODBRIDGE AE9876'ROAD. TURN RIGHT AND GO WEST ON WOODBRIDGE ROAD UNDER THE HIGHWAY FOR AE9876'3.22 MI (5.18 KM) TO A DIRT FARM ROAD ON THE RIGHT. TURN RIGHT AND GO AE9876'NORTH FOR 0.83 MI (1.34 KM) TO A POINT WHERE THE ROAD CLIMBS ONTO AND AE9876'TURNS WEST ON THE LEVEE. TURN RIGHT 180 DEGREES (OR BACK UP) AND GO AE9876'EAST ON THE LEVEE FOR ABOUT 150 FT (45.7 M) TO THE STATION ON THE AE9876'RIGHT (SOUTH) . THE STATION IS A 2 1/2 INCH DIAMETER ALUMINUM ALLOY AE9876'DOMED CAP WITH MAGNET, SET 0.2 FT (0.1 M) BELOW GROUND, ATTACHED TO AN AE9876'ALUMINUM ROD DRIVEN 19 FT (5.8 M) TO REFUSAL, ENCASED IN A SAND FILLED AE9876'4-INCH DIAMETER PVC PIPE SET TO A DEPTH OF 4 FT (1.2 M) IN A 1 FT (0.3 AE9876'M) DIAMETER CONCRETE-FILLED HOLE 4 FT (1.2 M) DEEP AND LEVEL WITH THE AE9876'GROUND. THE STATION IS ABOUT 62.0 FT (18.9 M) NORTH OF THE END OF A AE9876'CONCRETE-LINED DITCH, 52.8 FT (16.1 M) NORTHWEST OF THE NORTHERN-MOST AE9876'POLE IN A LINE OF POWER POLES, 36.8 FT (11.2 M) NORTH OF A POWER POLE AE9876'FOR THE WELL PUMP, 32.8 FT (10.0 M) EAST-SOUTHEAST OF THE CENTERLINE AE9876'AXIS OF A PUMP MOTOR TOP ENDCAP ON THE NORTH (WATER) SIDE OF THE LEVEE AE9876'ROAD, AND 2.5 FT (0.8 M) EAST OF A 6-INCH SQUARE WOODEN GATE POST. AE9876'STATION IS 1.6 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST. THE AE9876'STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA AE9876'GPS/VERTICAL PROJECT. (RWK) AE9876 AE9876 STATION RECOVERY (2002) AE9876 AE9876'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9876'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR AE9876'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS4258 *********************************************************************** JS4258 HT_MOD - This is a Height Modernization Survey Station. JS4258 DESIGNATION - HOOD JS4258 PID - JS4258 JS4258 STATE/COUNTY- CA/SACRAMENTO JS4258 USGS QUAD - BRUCEVILLE (1980) JS4258 JS4258 *CURRENT SURVEY CONTROL JS4258 ___________________________________________________________________ JS4258* NAD 83(1998)- 38 21 56.16579(N) 121 28 55.40079(W) ADJUSTED JS4258* NAVD 88 - 3.18 (meters) 10.4 (feet) GPS OBS JS4258 ___________________________________________________________________ JS4258 EPOCH DATE - 2004.69 JS4258 X - -2,614,980.722 (meters) COMP JS4258 Y - -4,270,262.093 (meters) COMP JS4258 Z - 3,937,325.526 (meters) COMP JS4258 LAPLACE CORR- 5.01 (seconds) DEFLEC99 JS4258 ELLIP HEIGHT- -27.99 (meters) (10/28/05) GPS OBS JS4258 GEOID HEIGHT- -31.18 (meters) GEOID03 JS4258 JS4258 HORZ ORDER - B JS4258 ELLP ORDER - FOURTH CLASS I JS4258 JS4258.The horizontal coordinates were established by GPS observations JS4258.and adjusted by the National Geodetic Survey in September 2005. JS4258.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS4258.DATUM ITEM on the data sheet items page. JS4258.The horizontal coordinates are valid at the epoch date displayed above. JS4258.The epoch date for horizontal control is a decimal equivalence JS4258.of Year/Month/Day. JS4258 JS4258.The orthometric height was determined by GPS observations and a JS4258.high-resolution geoid model using precise GPS observation and JS4258.processing techniques. JS4258 JS4258.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS4258 JS4258.The Laplace correction was computed from DEFLEC99 derived deflections. JS4258 JS4258.The ellipsoidal height was determined by GPS observations JS4258.and is referenced to NAD 83. JS4258 JS4258.The geoid height was determined by GEOID03. JS4258 JS4258; North East Units Scale Factor Converg. JS4258;SPC CA 2 - 577,715.744 2,045,264.969 MT 0.99999284 +0 19 35.6 JS4258;SPC CA 2 - 1,895,389.07 6,710,173.49 sFT 0.99999284 +0 19 35.6 JS4258;SPC CA 3 - 707,503.173 1,914,176.333 MT 0.99998662 -0 36 04.5 JS4258;SPC CA 3 - 2,321,199.99 6,280,093.52 sFT 0.99998662 -0 36 04.5 JS4258;UTM 10 - 4,247,470.991 632,610.692 MT 0.99981657 +0 56 32.2 JS4258 JS4258! - Elev Factor x Scale Factor = Combined Factor JS4258!SPC CA 2 - 1.00000439 x 0.99999284 = 0.99999723 JS4258!SPC CA 3 - 1.00000439 x 0.99998662 = 0.99999101 JS4258!UTM 10 - 1.00000439 x 0.99981657 = 0.99982096 JS4258 JS4258: Primary Azimuth Mark Grid Az JS4258:SPC CA 2 - S 462 035 54 28.8 JS4258:SPC CA 3 - S 462 036 50 08.9 JS4258:UTM 10 - S 462 035 17 32.2 JS4258 JS4258|---------------------------------------------------------------------| JS4258| PID Reference Object Distance Geod. Az | JS4258| dddmmss.s | JS4258| JS1102 S 462 0361404.4 | JS4258| DB3781 HOOD RM 2 20.323 METERS 17905 | JS4258| DB3780 HOOD RM 1 13.215 METERS 27345 | JS4258|---------------------------------------------------------------------| JS4258 JS4258 SUPERSEDED SURVEY CONTROL JS4258 JS4258 NAD 83(1998)- 38 21 56.16528(N) 121 28 55.40027(W) AD(2002.86) 1 JS4258 ELLIP H (09/28/05) -28.01 (m) GP(2004.69) 4 1 JS4258 NAD 83(1992)- 38 21 56.16343(N) 121 28 55.39810(W) AD(1997.30) 1 JS4258 ELLIP H (07/10/98) -28.02 (m) GP(1997.30) 4 1 JS4258 NAD 83(1992)- 38 21 56.16308(N) 121 28 55.39848(W) AD(1997.30) 1 JS4258 ELLIP H (05/14/98) -27.92 (m) GP(1997.30) 3 1 JS4258 NAD 83(1992)- 38 21 56.15350(N) 121 28 55.39266(W) AD(1991.35) 2 JS4258 NAD 83(1986)- 38 21 56.14677(N) 121 28 55.39070(W) AD(1984.00) 2 JS4258 NAD 27 - 38 21 56.46520(N) 121 28 51.55790(W) AD( ) 2 JS4258 NGVD 29 (07/19/86) 1.2 (m) 4. (f) VERT ANG JS4258 JS4258.Superseded values are not recommended for survey control. JS4258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4258.See file dsdata.txt to determine how the superseded data were derived. JS4258 JS4258_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3261147471(NAD 83) JS4258_MARKER: DS = TRIANGULATION STATION DISK JS4258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS4258_STAMPING: HOOD 1959 JS4258_MARK LOGO: CGS JS4258_MAGNETIC: N = NO MAGNETIC MATERIAL JS4258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4258+STABILITY: SURFACE MOTION JS4258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS4258+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 JS4258 JS4258 HISTORY - Date Condition Report By JS4258 HISTORY - 1959 MONUMENTED CGS JS4258 HISTORY - 1970 GOOD NGS JS4258 HISTORY - 19970828 GOOD BOR JS4258 HISTORY - 20021101 GOOD CADWR JS4258 HISTORY - 20041005 GOOD CADT JS4258 JS4258 STATION DESCRIPTION JS4258 JS4258'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG) JS4258'THE STATION IS LOCATED ON RIGHT-OF-WAY PROPERTY ALONG THE EAST JS4258'SIDE OF A HARD-SURFACED ROAD. IT IS, AIRLINE, ABOUT 1-1/2 JS4258'MILES WEST-SOUTHWEST OF FRANKLIN, 2-1/4 MILES EAST OF HOOD AND JS4258'0.6 MILE SOUTH OF HOOD-FRANKLIN ROAD. JS4258' JS4258'TO REACH FROM THE SCHOOL BUILDING AT THE SOUTH END OF FRANKLIN, JS4258'GO WEST ON HOOD-FRANKLIN ROAD FOR 1.0 MILE TO BM S 462 ON THE JS4258'LEFT. CONTINUE WEST FOR 0.5 MILE TO A T-ROAD LEFT, BETWEEN TWO JS4258'HOUSES. TURN LEFT AND GO SOUTH FOR 0.6 MILE TO THE STATION ON JS4258'THE LEFT. JS4258' JS4258'THE STATION MARK IS A STANDARD DISK STAMPED HOOD 1959, SET IN JS4258'THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT SET FLUSH WITH JS4258'THE GROUND. IT IS 12 FEET WEST OF A FENCE LINE, 13 FEET JS4258'SOUTHWEST OF A METAL WITNESS POST AND 21 FEET EAST OF THE CENTER JS4258'LINE OF THE ROAD. JS4258' JS4258'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HOOD NO JS4258'1 1959, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT JS4258'SET FLUSH WITH THE GROUND. IT IS 5 FEET EAST OF A FENCE LINE, JS4258'22 FEET WEST OF THE CENTER LINE OF THE ROAD AND AT THE SAME JS4258'ELEVATION AS THE STATION. JS4258' JS4258'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HOOD NO 2 JS4258'1959, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT JS4258'SET FLUSH WITH THE GROUND. IT IS 22 FEET EAST OF THE CENTER JS4258'LINE OF THE ROAD, 10 FEET WEST OF A FENCE LINE AND AT THE JS4258'SAME ELEVATION AS THE STATION. JS4258' JS4258'BENCH MARK S 462 IS A STANDARD BENCH MARK DISK STAMPED S 462 JS4258'1951, SET IN THE TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT JS4258'THAT PROJECTS 1 INCH ABOVE GROUND. IT IS 2-1/2 FEET NORTH OF JS4258'A WHITE WITNESS POST, 4 FEET WEST OF A POWER POLE, 5 FEET NORTH JS4258'OF A FENCE LINE AND 22 FEET SOUTH OF THE CENTER LINE OF JS4258'HOOD-FRANKLIN ROAD. JS4258 JS4258 STATION RECOVERY (1970) JS4258 JS4258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LS) JS4258'THE STATION MARK, AZIMUTH MARK (BM S 462), AND REFERENCE MARKS JS4258'1 AND 2 WERE RECOVERED IN GOOD CONDITION AND THE 1959 JS4258'DESCRIPTION IS ADEQUATE. JS4258 JS4258 STATION RECOVERY (1997) JS4258 JS4258'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS4258'THE STATION WAS RECOVERED AND SOME ADDITIONAL INFORMATION FOLLOWS. THE JS4258'STATION IS ABOUT 14.6 MI (23.5 KM) SOUTH OF THE STATE CAPITOL IN JS4258'SACRAMENTO, ABOUT 2.0 MI (3.2 KM) EAST OF HOOD, AND ABOUT 2 MI (3.2 JS4258'KM) SOUTHWEST OF FRANKLIN. TO REACH THE STATION FROM THE INTERSECTION JS4258'OF THE SOUTHBOUND INTERSTATE HIGHWAY 5 OFFRAMP AND HOOD-FRANKLIN ROAD, JS4258'GO WEST ON HOOD-FRANKLIN ROAD FOR 0.15 MI (0.24 KM) TO THE JS4258'INTERSECTION OF STONE LAKE ROAD ON THE LEFT. TURN LEFT AND GO SOUTH JS4258'ON STONE LAKE ROAD FOR 0.63 MI (1.01 KM) TO THE STATION ON THE LEFT. JS4258'THE STATION MARK IS A STANDARD DISK STAMPED HOOD 1959, SET IN THE TOP JS4258'OF A 10-INCH SQUARE CONCRETE MONUMENT SET FLUSH WITH THE GROUND, 17 FT JS4258'(5.2 M) EAST OF THE CENTERLINE OF STONE LAKE ROAD, 12 FT (3.7 M) WEST JS4258'OF A FENCE LINE, AND 1.3 FT (0.4 M) WEST OF A CARSONITE WITNESS POST. JS4258'THE METAL WITNESS POST HAS BEEN PULLED OUT OF THE GROUND. THE PACED JS4258'DISTANCE TO RM 1 SHOWS IT TO FALL NEAR A DITCH. IT WAS NOT SEARCHED JS4258'FOR OR RECOVERED. RM 2 WAS RECOVERED CHIPPED AND APPEARED TO POINT IN JS4258'THE WRONG DIRECTION. THE DISTANCE WAS NOT CHECKED. THE STATION WAS JS4258'OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA JS4258'GPS/VERTICAL SURVEY PROJECT. (RWK) JS4258 JS4258 STATION RECOVERY (2002) JS4258 JS4258'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS4258'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS4258'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS4258 JS4258 STATION RECOVERY (2004) JS4258 JS4258'RECOVERY NOTE BY CALTRANS 2004 (RLM) JS4258'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS JS4258'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT JS4258'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9877 *********************************************************************** AE9877 HT_MOD - This is a Height Modernization Survey Station. AE9877 DESIGNATION - HORSESHOE AE9877 PID - AE9877 AE9877 STATE/COUNTY- CA/SACRAMENTO AE9877 USGS QUAD - JERSEY ISLAND (1978) AE9877 AE9877 *CURRENT SURVEY CONTROL AE9877 ___________________________________________________________________ AE9877* NAD 83(1998)- 38 04 48.67214(N) 121 43 55.78143(W) ADJUSTED AE9877* NAVD 88 - -0.53 (meters) -1.7 (feet) GPS OBS AE9877 ___________________________________________________________________ AE9877 EPOCH DATE - 2002.86 AE9877 X - -2,643,903.673 (meters) COMP AE9877 Y - -4,275,474.959 (meters) COMP AE9877 Z - 3,912,433.526 (meters) COMP AE9877 LAPLACE CORR- -0.07 (seconds) DEFLEC99 AE9877 ELLIP HEIGHT- -32.91 (meters) (10/28/05) GPS OBS AE9877 GEOID HEIGHT- -32.39 (meters) GEOID03 AE9877 AE9877 HORZ ORDER - FIRST AE9877 ELLP ORDER - FOURTH CLASS I AE9877 AE9877.The horizontal coordinates were established by GPS observations AE9877.and adjusted by the National Geodetic Survey in October 2005. AE9877.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9877.DATUM ITEM on the data sheet items page. AE9877.The horizontal coordinates are valid at the epoch date displayed above. AE9877.The epoch date for horizontal control is a decimal equivalence AE9877.of Year/Month/Day. AE9877 AE9877.The orthometric height was determined by GPS observations and a AE9877.high-resolution geoid model using precise GPS observation and AE9877.processing techniques. AE9877 AE9877.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9877 AE9877.The Laplace correction was computed from DEFLEC99 derived deflections. AE9877 AE9877.The ellipsoidal height was determined by GPS observations AE9877.and is referenced to NAD 83. AE9877 AE9877.The geoid height was determined by GEOID03. AE9877 AE9877; North East Units Scale Factor Converg. AE9877;SPC CA 2 - 545,939.248 2,023,500.816 MT 1.00006701 +0 10 07.9 AE9877;SPC CA 2 - 1,791,135.68 6,638,768.93 sFT 1.00006701 +0 10 07.9 AE9877;UTM 10 - 4,215,470.803 611,193.711 MT 0.99975228 +0 46 55.3 AE9877 AE9877! - Elev Factor x Scale Factor = Combined Factor AE9877!SPC CA 2 - 1.00000516 x 1.00006701 = 1.00007217 AE9877!UTM 10 - 1.00000516 x 0.99975228 = 0.99975744 AE9877 AE9877 SUPERSEDED SURVEY CONTROL AE9877 AE9877 NAD 83(1992)- 38 04 48.67044(N) 121 43 55.78001(W) AD(1997.30) 1 AE9877 ELLIP H (07/10/98) -32.82 (m) GP(1997.30) 4 1 AE9877 NAD 83(1992)- 38 04 48.67003(N) 121 43 55.78049(W) AD(1997.30) 1 AE9877 ELLIP H (05/14/98) -32.73 (m) GP(1997.30) 3 1 AE9877 AE9877.Superseded values are not recommended for survey control. AE9877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9877.See file dsdata.txt to determine how the superseded data were derived. AE9877 AE9877_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1119415471(NAD 83) AE9877_MARKER: DD = SURVEY DISK AE9877_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE9877_STAMPING: HORSESHOE 1997 AE9877_MARK LOGO: BOR AE9877_PROJECTION: FLUSH AE9877_MAGNETIC: N = NO MAGNETIC MATERIAL AE9877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9877+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002 AE9877_ROD/PIPE-DEPTH: 4.90 meters AE9877 AE9877 HISTORY - Date Condition Report By AE9877 HISTORY - 1997 MONUMENTED BOR AE9877 HISTORY - 20021101 GOOD CADWR AE9877 AE9877 STATION DESCRIPTION AE9877 AE9877'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9877'THE STATION IS LOCATED ON SHERMAN ISLAND, AT THE SOUTH END OF AE9877'HORSESHOE BEND, ACROSS FROM DECKER ISLAND ON THE SACRAMENTO RIVER, AE9877'ABOUT 6.2 MI (10.0 KM) SOUTH OF RIO VISTA AND ABOUT 5.6 MI (9.0 KM) AE9877'NORTH OF OAKLEY. TO REACH THE STATION FROM THE INTERSECTION OF STATE AE9877'HIGHWAYS 12 AND 160 EAST OF RIO VISTA, GO SOUTHERLY ON HIGHWAY 160 FOR AE9877'5.65 MI (9.09 KM) TO A POINT WHERE THE HIGHWAY TURNS SOUTH AND LEAVES AE9877'THE SACRAMENTO RIVER LEVEE AND A SIDE ROAD RIGHT (WEST) . TURN RIGHT AE9877'AND GO STRAIGHT WEST ON THE LEVEE FOR 0.1 MI (0.2 KM) TO A SIDE ROAD AE9877'LEFT. TURN LEFT AND GO SOUTH FOR 210 FT (64.0 M) TO THE STATION ON AE9877'THE LEFT (EAST) . TO REACH THE STATION FROM ANTIOCH, GO NORTH ON AE9877'STATE HIGHWAY 160 FOR ABOUT 4.7 MI (7.6 KM) FROM THE BRIDGE TOLL BOOTH AE9877'TO HORSESHOE BEND, TO WHERE THE HIGHWAY TURNS RIGHT (EAST) ONTO THE AE9877'SACRAMENTO RIVER LEVEE AND A SIDE ROAD LEFT (WEST) . TURN LEFT ONTO AE9877'THE RIVER LEVEE AND GO WEST FOR 0.1 MI (0.2 KM) TO A SIDE ROAD LEFT AE9877'(SOUTH) . TURN LEFT AND GO SOUTH FOR 212 FT (64.6 M) TO THE STATION AE9877'ON THE LEFT (EAST) . THE STATION IS A 2.5 INCH DIAMETER ALUMINUM AE9877'ALLOY DOMED CAP WITH MAGNET, SET 0.2 FT (0.1 M) BELOW GROUND, ATTACHED AE9877'TO AN ALUMINUM ALLOY ROD DRIVEN 16.0 FT (4.9 M) TO REFUSAL, ENCASED IN AE9877'A 4 INCH DIAMETER SAND-FILLED PVC PIPE SET TO A DEPTH OF 4 FT (1.2 M) AE9877'IN A 1 FT (0.3 M) DIAMETER CONCRETE-FILLED HOLE 4 FT (1.2 M) DEEP AND AE9877'FLUSH WITH THE GROUND. THE STATION IS 57.6 FT (17.6 M) EAST OF THE AE9877'CENTERLINE OF THE ROAD, 13.1 FT (4.0 M) NORTH OF A CHAIN LINK FENCE, AE9877'11.2 FT (3.4 M) WEST OF A CHAIN LINK FENCE, AND 0.85 FT (0.26 M) SOUTH AE9877'OF A CARSONITE WITNESS POST. THE STATION IS 83 FT (25.3 M) EAST OF AE9877'AND ACROSS THE ROAD FROM BENCH MARK D 376 1949 RESET 1958. THE AE9877'STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA AE9877'GPS/VERTICAL PROJECT. AE9877 AE9877 STATION RECOVERY (2002) AE9877 AE9877'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9877'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR AE9877'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6484 *********************************************************************** DH6484 DESIGNATION - HOWE DH6484 PID - DH6484 DH6484 STATE/COUNTY- CA/SACRAMENTO DH6484 USGS QUAD - SACRAMENTO EAST (1992) DH6484 DH6484 *CURRENT SURVEY CONTROL DH6484 ___________________________________________________________________ DH6484* NAD 83(1998)- 38 36 47.57405(N) 121 25 57.71853(W) ADJUSTED DH6484* NAVD 88 - 14.7 (meters) 48. (feet) GPS OBS DH6484 ___________________________________________________________________ DH6484 EPOCH DATE - 2004.69 DH6484 X - -2,602,385.044 (meters) COMP DH6484 Y - -4,257,924.798 (meters) COMP DH6484 Z - 3,958,847.248 (meters) COMP DH6484 LAPLACE CORR- 3.07 (seconds) DEFLEC99 DH6484 ELLIP HEIGHT- -15.97 (meters) (09/28/05) GPS OBS DH6484 GEOID HEIGHT- -30.65 (meters) GEOID03 DH6484 DH6484 HORZ ORDER - B DH6484 ELLP ORDER - FOURTH CLASS I DH6484 DH6484.The horizontal coordinates were established by GPS observations DH6484.and adjusted by the National Geodetic Survey in September 2005. DH6484.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6484.DATUM ITEM on the data sheet items page. DH6484.The horizontal coordinates are valid at the epoch date displayed above. DH6484.The epoch date for horizontal control is a decimal equivalence DH6484.of Year/Month/Day. DH6484 DH6484.The orthometric height was determined by GPS observations and a DH6484.high-resolution geoid model. DH6484 DH6484.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6484 DH6484.The Laplace correction was computed from DEFLEC99 derived deflections. DH6484 DH6484.The ellipsoidal height was determined by GPS observations DH6484.and is referenced to NAD 83. DH6484 DH6484.The geoid height was determined by GEOID03. DH6484 DH6484; North East Units Scale Factor Converg. DH6484;SPC CA 2 - 605,226.626 2,049,406.750 MT 0.99994831 +0 21 27.6 DH6484;SPC CA 2 - 1,985,647.69 6,723,761.98 sFT 0.99994831 +0 21 27.6 DH6484;UTM 10 - 4,275,020.928 636,454.876 MT 0.99982930 +0 58 41.7 DH6484 DH6484! - Elev Factor x Scale Factor = Combined Factor DH6484!SPC CA 2 - 1.00000251 x 0.99994831 = 0.99995082 DH6484!UTM 10 - 1.00000251 x 0.99982930 = 0.99983181 DH6484 DH6484 SUPERSEDED SURVEY CONTROL DH6484 DH6484.No superseded survey control is available for this station. DH6484 DH6484_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3645575021(NAD 83) DH6484_MARKER: DD = SURVEY DISK DH6484_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6484+WITH SETTING: INFORMATION. DH6484_STAMPING: HOWE 2004 DH6484_MARK LOGO: CADT DH6484_PROJECTION: FLUSH DH6484_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6484+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004 DH6484_ROD/PIPE-DEPTH: 0.91 meters DH6484_SLEEVE-DEPTH : N/A meters DH6484 DH6484 HISTORY - Date Condition Report By DH6484 HISTORY - 20040804 MONUMENTED CADT DH6484 DH6484 STATION DESCRIPTION DH6484 DH6484'DESCRIBED BY CALTRANS 2004 (PTD) DH6484'THE STATION IS LOCATED IN SACRAMENTO COUNTY IN SACRAMENTO, ABOUT 11.7 DH6484'KM WEST OF RANCHO CORDOVA, 11.6 KM NORTHEAST OF WEST SACRAMENTO, AND DH6484'8.7 KM SOUTH OF RIO LINDA. DH6484' DH6484'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 80 BUSINESS DH6484'AND EL CAMINO AVENUE IN SACRAMENTO, PROCEED WEST ON EL CAMINO 0.47 KM DH6484'TO THE INTERSECTION WITH VAN NESS. TURN RIGHT AND GO NORTHERLY ON VAN DH6484'NESS 0.19 KM TO THE Y-SHAPED INTERSECTION OF VAN NESS, FRIENZA, AND DH6484'AUBURN BLVD AND THE STATION ON THE LEFT WESTERLY OF AUBURN BLVD. DH6484' DH6484'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6484'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6484'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 43.6 M DH6484'NORTH OF A HIGH VOLTAGE JOINT POLE WITH A GUY WIRE, 26.7 M SOUTHWEST DH6484'OF A HIGH VOLTAGE POWER POLE, 22.8 M WEST OF THE WEST EDGE OF PAVEMENT DH6484'OF AUBURN BLVD, 6.8 M SOUTHEAST OF THE EAST RAIL OF THE RAILROAD DH6484'TRACKS, 1.0 M NORTHEAST OF A METAL GUARD POST, AND ABOUT 0.3 M LOWER DH6484'THAN THE ROAD. THIS STATION WAS OCCUPIED AS PART OF A CALTRANS NORTH DH6484'REGION OFFICE OF SURVEYORS GPS HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC9226 *********************************************************************** AC9226 HT_MOD - This is a Height Modernization Survey Station. AC9226 DESIGNATION - HPGN D CA 03 AA AC9226 PID - AC9226 AC9226 STATE/COUNTY- CA/SACRAMENTO AC9226 USGS QUAD - SACRAMENTO WEST (1992) AC9226 AC9226 *CURRENT SURVEY CONTROL AC9226 ___________________________________________________________________ AC9226* NAD 83(1998)- 38 36 52.10409(N) 121 30 52.07494(W) ADJUSTED AC9226* NAVD 88 - 6.08 (meters) 19.9 (feet) GPS OBS AC9226 ___________________________________________________________________ AC9226 EPOCH DATE - 2004.69 AC9226 X - -2,608,409.648 (meters) COMP AC9226 Y - -4,254,126.500 (meters) COMP AC9226 Z - 3,958,950.927 (meters) COMP AC9226 LAPLACE CORR- 1.24 (seconds) DEFLEC99 AC9226 ELLIP HEIGHT- -24.73 (meters) (09/28/05) GPS OBS AC9226 GEOID HEIGHT- -30.75 (meters) GEOID03 AC9226 AC9226 HORZ ORDER - B AC9226 ELLP ORDER - FOURTH CLASS I AC9226 AC9226.The horizontal coordinates were established by GPS observations AC9226.and adjusted by the National Geodetic Survey in September 2005. AC9226.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC9226.DATUM ITEM on the data sheet items page. AC9226.The horizontal coordinates are valid at the epoch date displayed above. AC9226.The epoch date for horizontal control is a decimal equivalence AC9226.of Year/Month/Day. AC9226 AC9226.The orthometric height was determined by GPS observations and a AC9226.high-resolution geoid model using precise GPS observation and AC9226.processing techniques. AC9226 AC9226.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC9226 AC9226.The Laplace correction was computed from DEFLEC99 derived deflections. AC9226 AC9226.The ellipsoidal height was determined by GPS observations AC9226.and is referenced to NAD 83. AC9226 AC9226.The geoid height was determined by GEOID03. AC9226 AC9226; North East Units Scale Factor Converg. AC9226;SPC CA 2 - 605,325.054 2,042,285.025 MT 0.99994813 +0 18 22.0 AC9226;SPC CA 2 - 1,985,970.61 6,700,396.79 sFT 0.99994813 +0 18 22.0 AC9226;UTM 10 - 4,275,042.180 629,333.433 MT 0.99980599 +0 55 38.0 AC9226 AC9226! - Elev Factor x Scale Factor = Combined Factor AC9226!SPC CA 2 - 1.00000388 x 0.99994813 = 0.99995201 AC9226!UTM 10 - 1.00000388 x 0.99980599 = 0.99980987 AC9226 AC9226 SUPERSEDED SURVEY CONTROL AC9226 AC9226 NAD 83(1998)- 38 36 52.10322(N) 121 30 52.07406(W) AD(2002.53) 1 AC9226 ELLIP H (02/03/03) -24.70 (m) GP(2002.53) 4 1 AC9226 NAD 83(1992)- 38 36 52.09946(N) 121 30 52.06770(W) AD(1991.35) 1 AC9226 ELLIP H (06/13/97) -24.60 (m) GP(1991.35) 4 2 AC9226 AC9226.Superseded values are not recommended for survey control. AC9226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC9226.See file dsdata.txt to determine how the superseded data were derived. AC9226 AC9226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2933375042(NAD 83) AC9226_MARKER: DD = SURVEY DISK AC9226_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AC9226_STAMPING: CA-HPGN-DENSIFICATION STA. 03-AA 1994 AC9226_MARK LOGO: CADT AC9226_PROJECTION: RECESSED 10 CENTIMETERS AC9226_MAGNETIC: N = NO MAGNETIC MATERIAL AC9226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC9226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC9226+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 AC9226_ROD/PIPE-DEPTH: 4.00 meters AC9226 AC9226 HISTORY - Date Condition Report By AC9226 HISTORY - 1994 MONUMENTED CADT AC9226 HISTORY - 20020831 GOOD FRAME AC9226 HISTORY - 20041005 GOOD CADT AC9226 AC9226 STATION DESCRIPTION AC9226 AC9226'DESCRIBED BY CALTRANS 1994 (JCB) AC9226'THE STATION IS LOCATED AT THE INTERSTATE HIGHWAY 5/WEST EL CAMINO AC9226'AVENUE INTERCHANGE, ABOUT 3 MI (4.8 KM) NORTH-NORTHWEST OF DOWNTOWN AC9226'SACRAMENTO. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE AC9226'HIGHWAY 5/U.S. HIGHWAY 50 IN DOWNTOWN SACRAMENTO, GO NORTH ON AC9226'INTERSTATE 5 FOR 3.1 MI (5.0 KM) TO THE WEST EL CAMINO AVENUE AC9226'OFF-RAMP. TAKE THE OFF-RAMP NORTH FOR 0.25 MI (0.40 KM) TO THE AC9226'INTERSECTION WITH WEST EL CAMINO AVENUE. TURN LEFT AND GO WEST ON AC9226'WEST EL CAMINO AVENUE, CROSSING OVER INTERSTATE 5, FOR 0.25 MI (0.40 AC9226'KM) TO THE STATION ON THE LEFT, BETWEEN WEST EL CAMINO AVENUE AND THE AC9226'SOUTH-BOUND INTERSTATE 5 ON-RAMP. THE STATION IS A SURVEY DISK AC9226'ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE AC9226'GROUND, 131.5 FT (40.1 M) WEST OF A STREET LIGHT ON THE SOUTH SIDE OF AC9226'WEST EL CAMINO AVENUE, 128.0 FT (39.0 M) EAST-NORTHEAST OF A STREET AC9226'LIGHT ON THE SOUTH SIDE OF THE ON-RAMP, 106.6 FT (32.5 M) EAST OF THE AC9226'CONCRETE NOSE OF THE GORE AREA, 47.5 FT (14.5 M) SOUTH OF THE AC9226'CENTERLINE OF WEST EL CAMINO AVENUE, 12.6 FT (3.8 M) NORTH OF THE AC9226'CONCRETE CURB ON THE NORTH SIDE OF THE ON-RAMP, 8.7 FT (2.7 M) SOUTH AC9226'OF THE BACK OF SIDEWALK ON THE SOUTH SIDE OF WEST EL CAMINO AVENUE, AC9226'3.5 FT (1.1 M) EAST OF THE EAST EDGE OF ASPHALT PAVEMENT OF THE GORE AC9226'AREA AND 2.7 FT (0.8 M) WEST OF A CARSONITE WITNESS POST. THIS AC9226'STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION AC9226'SURVEY. AC9226 AC9226 STATION RECOVERY (2002) AC9226 AC9226'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AC9226'RECOVERED AS DESCRIBED. AC9226 AC9226 STATION RECOVERY (2004) AC9226 AC9226'RECOVERY NOTE BY CALTRANS 2004 (RLM) AC9226'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AC9226'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AC9226'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC9228 *********************************************************************** AC9228 DESIGNATION - HPGN D CA 03 BK AC9228 PID - AC9228 AC9228 STATE/COUNTY- CA/SACRAMENTO AC9228 USGS QUAD - CLAY (1993) AC9228 AC9228 *CURRENT SURVEY CONTROL AC9228 ___________________________________________________________________ AC9228* NAD 83(1998)- 38 20 09.32848(N) 121 09 33.49720(W) ADJUSTED AC9228* NAVD 88 - 32.1 (meters) 105. (feet) GPS OBS AC9228 ___________________________________________________________________ AC9228 EPOCH DATE - 2004.69 AC9228 X - -2,591,954.381 (meters) COMP AC9228 Y - -4,286,693.739 (meters) COMP AC9228 Z - 3,934,760.593 (meters) COMP AC9228 LAPLACE CORR- 5.10 (seconds) DEFLEC99 AC9228 ELLIP HEIGHT- 1.82 (meters) (09/28/05) GPS OBS AC9228 GEOID HEIGHT- -30.26 (meters) GEOID03 AC9228 AC9228 HORZ ORDER - B AC9228 ELLP ORDER - FOURTH CLASS I AC9228 AC9228.The horizontal coordinates were established by GPS observations AC9228.and adjusted by the National Geodetic Survey in September 2005. AC9228.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC9228.DATUM ITEM on the data sheet items page. AC9228.The horizontal coordinates are valid at the epoch date displayed above. AC9228.The epoch date for horizontal control is a decimal equivalence AC9228.of Year/Month/Day. AC9228 AC9228.The orthometric height was determined by GPS observations and a AC9228.high-resolution geoid model. AC9228 AC9228.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC9228 AC9228.The Laplace correction was computed from DEFLEC99 derived deflections. AC9228 AC9228.The ellipsoidal height was determined by GPS observations AC9228.and is referenced to NAD 83. AC9228 AC9228.The geoid height was determined by GEOID03. AC9228 AC9228; North East Units Scale Factor Converg. AC9228;SPC CA 2 - 574,632.498 2,073,501.139 MT 0.99999941 +0 31 48.1 AC9228;SPC CA 2 - 1,885,273.45 6,802,811.65 sFT 0.99999941 +0 31 48.1 AC9228;UTM 10 - 4,244,690.798 660,874.597 MT 0.99991874 +1 08 31.1 AC9228 AC9228! - Elev Factor x Scale Factor = Combined Factor AC9228!SPC CA 2 - 0.99999971 x 0.99999941 = 0.99999912 AC9228!UTM 10 - 0.99999971 x 0.99991874 = 0.99991845 AC9228 AC9228 SUPERSEDED SURVEY CONTROL AC9228 AC9228 NAD 83(1992)- 38 20 09.32436(N) 121 09 33.49003(W) AD(1991.35) 1 AC9228 ELLIP H (06/13/97) 1.86 (m) GP(1991.35) 4 2 AC9228 AC9228.Superseded values are not recommended for survey control. AC9228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC9228.See file dsdata.txt to determine how the superseded data were derived. AC9228 AC9228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH6087544691(NAD 83) AC9228_MARKER: DD = SURVEY DISK AC9228_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AC9228_STAMPING: CA-HPGN-DENSIFICATION STA. 03-BK 1994 AC9228_MARK LOGO: CADT AC9228_PROJECTION: FLUSH AC9228_MAGNETIC: N = NO MAGNETIC MATERIAL AC9228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC9228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC9228+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 AC9228_ROD/PIPE-DEPTH: 5.00 meters AC9228 AC9228 HISTORY - Date Condition Report By AC9228 HISTORY - 1994 MONUMENTED CADT AC9228 HISTORY - 20041005 GOOD CADT AC9228 AC9228 STATION DESCRIPTION AC9228 AC9228'DESCRIBED BY CALTRANS 1994 (JCB) AC9228'THE STATION IS LOCATED NEAR CLAY STATION, ABOUT 25 MI (40.2 KM) AC9228'SOUTHEAST OF SACRAMENTO, 15 MI (24.1 KM) NORTH-NORTHEAST OF LODI AND 9 AC9228'MI (14.5 KM) NORTHEAST OF GALT. TO REACH THE STATION FROM THE AC9228'JUNCTION OF STATE HIGHWAYS 99 AND 104, ABOUT 2 MI (3.2 KM) NORTH OF AC9228'GALT, GO EAST ON HIGHWAY 104 (TWIN CITIES ROAD) FOR 8.75 MI (14.08 KM) AC9228'TO A SIDE ROAD LEFT, CLAY STATION ROAD-NORTH. CONTINUE EAST ON AC9228'HIGHWAY 104 (TWIN CITIES ROAD) FOR 0.5 MI (0.8 KM) TO THE INTERSECTION AC9228'WITH CLAY STATION ROAD-SOUTH. CONTINUE EAST ON HIGHWAY 104 (TWIN AC9228'CITIES ROAD) FOR 150 FT (45.7 M) TO THE STATION ON THE RIGHT, AT AC9228'HIGHWAY 104 POST MILE 9.25. AT THIS POINT, HIGHWAY 104 CURVES TO THE AC9228'NORTHEAST AND CLAY EAST ROAD CONTINUES EAST. THE STATION IS A SURVEY AC9228'DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH AC9228'THE GROUND, 150 FT (45.7 M) EAST OF THE CENTERLINE OF CLAY STATION AC9228'ROAD, 123.6 FT (37.7 M) EAST OF UTILITY POLE NO 13506/L37 AT THE AC9228'SOUTHEAST CORNER OF HIGHWAY 104 AND CLAY STATION ROAD, 43.0 FT (13.1 AC9228'M) SOUTH OF CENTERLINE OF HIGHWAY 104, 16.3 FT (5.0 M) WEST-SOUTHWEST AC9228'OF EMERGENCY CALL BOX NO SA-104-92, 3.5 FT (1.1 M) NORTH OF A WIRE AC9228'FENCE, 3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST AND LEVEL WITH AC9228'HIGHWAY 104. THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN AC9228'DENSIFICATION SURVEY. AC9228 AC9228 STATION RECOVERY (2004) AC9228 AC9228'RECOVERY NOTE BY CALTRANS 2004 (DWM) AC9228'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AC9228'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AC9228'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC9227 *********************************************************************** AC9227 DESIGNATION - HPGN D CA 03 CL AC9227 PID - AC9227 AC9227 STATE/COUNTY- CA/SACRAMENTO AC9227 USGS QUAD - CARBONDALE (1993) AC9227 AC9227 *CURRENT SURVEY CONTROL AC9227 ___________________________________________________________________ AC9227* NAD 83(1998)- 38 29 06.20694(N) 121 03 02.22421(W) ADJUSTED AC9227* NAVD 88 - 94.3 (meters) 309. (feet) GPS OBS AC9227 ___________________________________________________________________ AC9227 EPOCH DATE - 2004.69 AC9227 X - -2,578,538.473 (meters) COMP AC9227 Y - -4,282,833.601 (meters) COMP AC9227 Z - 3,947,771.388 (meters) COMP AC9227 LAPLACE CORR- 5.14 (seconds) DEFLEC99 AC9227 ELLIP HEIGHT- 64.67 (meters) (09/28/05) GPS OBS AC9227 GEOID HEIGHT- -29.61 (meters) GEOID03 AC9227 AC9227 HORZ ORDER - B AC9227 ELLP ORDER - FOURTH CLASS I AC9227 AC9227.The horizontal coordinates were established by GPS observations AC9227.and adjusted by the National Geodetic Survey in September 2005. AC9227.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC9227.DATUM ITEM on the data sheet items page. AC9227.The horizontal coordinates are valid at the epoch date displayed above. AC9227.The epoch date for horizontal control is a decimal equivalence AC9227.of Year/Month/Day. AC9227 AC9227.The orthometric height was determined by GPS observations and a AC9227.high-resolution geoid model. AC9227 AC9227.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC9227 AC9227.The Laplace correction was computed from DEFLEC99 derived deflections. AC9227 AC9227.The ellipsoidal height was determined by GPS observations AC9227.and is referenced to NAD 83. AC9227 AC9227.The geoid height was determined by GEOID03. AC9227 AC9227; North East Units Scale Factor Converg. AC9227;SPC CA 2 - 591,279.299 2,082,830.269 MT 0.99996906 +0 35 54.8 AC9227;SPC CA 2 - 1,939,888.83 6,833,418.97 sFT 0.99996906 +0 35 54.8 AC9227;UTM 10 - 4,261,435.735 670,024.564 MT 0.99995601 +1 12 48.3 AC9227 AC9227! - Elev Factor x Scale Factor = Combined Factor AC9227!SPC CA 2 - 0.99998985 x 0.99996906 = 0.99995891 AC9227!UTM 10 - 0.99998985 x 0.99995601 = 0.99994586 AC9227 AC9227 SUPERSEDED SURVEY CONTROL AC9227 AC9227 NAD 83(1992)- 38 29 06.20267(N) 121 03 02.21675(W) AD(1991.35) 1 AC9227 ELLIP H (06/13/97) 64.75 (m) GP(1991.35) 4 2 AC9227 AC9227.Superseded values are not recommended for survey control. AC9227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC9227.See file dsdata.txt to determine how the superseded data were derived. AC9227 AC9227_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH7002561436(NAD 83) AC9227_MARKER: DD = SURVEY DISK AC9227_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AC9227_STAMPING: CA-HPGN-DENSIFICATION STA. 03-CL 1994 AC9227_MARK LOGO: CADT AC9227_PROJECTION: FLUSH AC9227_MAGNETIC: N = NO MAGNETIC MATERIAL AC9227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC9227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC9227+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 AC9227_ROD/PIPE-DEPTH: 3 meters AC9227 AC9227 HISTORY - Date Condition Report By AC9227 HISTORY - 1994 MONUMENTED CADT AC9227 HISTORY - 20040707 GOOD CADWR AC9227 HISTORY - 20041005 GOOD CADT AC9227 AC9227 STATION DESCRIPTION AC9227 AC9227'DESCRIBED BY CALTRANS 1994 (JCB) AC9227'THE STATION IS LOCATED ON THE NORTH SIDE OF JACKSON ROAD (STATE AC9227'HIGHWAY 16) , ABOUT 25 MI (40.2 KM) EAST-SOUTHEAST OF SACRAMENTO, 18 AC9227'MI (29.0 KM) NORTHWEST OF JACKSON AND 4 MI (6.4 KM) EAST OF RANCHO AC9227'MURIETA. TO REACH THE STATION FROM THE U.S. HIGHWAY 50/SUNRISE BLVD AC9227'INTERCHANGE IN RANCHO CORDOVA, GO SOUTH ON SUNRISE BLVD FOR 7.6 MI AC9227'(12.2 KM) TO THE INTERSECTION WITH JACKSON ROAD, STATE HIGHWAY 16. AC9227'TURN LEFT AND GO EAST ON JACKSON ROAD FOR 8.0 MI (12.9 KM) TO THE AC9227'INTERSECTION WITH MURIETA PARKWAY. CONTINUE EAST ON JACKSON ROAD FOR AC9227'2.85 MI (4.59 KM) TO A SIDE ROAD LEFT, MICHIGAN BAR ROAD. CONTINUE AC9227'EAST ON JACKSON ROAD FOR 0.15 MI (0.24 KM) TO A HISTORICAL MARKER AND AC9227'THE STATION ON THE LEFT. THE STATION IS 0.4 MI (0.6 KM) WEST OF THE AC9227'INTERSECTION OF JACKSON ROAD AND IONE ROAD. THE STATION IS A SURVEY AC9227'DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH AC9227'THE GROUND, 74.3 FT (22.6 M) WEST OF THE WEST EDGE OF THE GRANITE SLAB AC9227'SET IN CONCRETE OF THE MICHIGAN BAR HISTORICAL MARKER, 36.0 FT (11.0 AC9227'M) NORTH OF THE CENTERLINE OF JACKSON ROAD, 3.5 FT (1.1 M) SOUTH OF AC9227'THE R/W FENCE, 3.5 FT (1.1 M) SOUTH OF A CARSONITE WITNESS POST AND AC9227'LEVEL WITH JACKSON ROAD. THIS STATION WAS OCCUPIED AS PART OF A AC9227'CALIFORNIA HPGN DENSIFICATION SURVEY. AC9227 AC9227 STATION RECOVERY (2004) AC9227 AC9227'RECOVERY NOTE BY CA DEPT OF WATER RES 2004 (BWW) AC9227'HISTORICAL MARKER HAS BEEN RELOCATED. STATION IS 0.15 MILES EAST OF AC9227'MICHIGAN BAR RD. 25 FEET NORTH OF THE RIGHT OF WAY FENCE AND 10 FEET AC9227'ABOVE THE LEVEL OF THE ROAD. APPROX 75 FEET NORTH OF THE CENTERLINE OF AC9227'JACKSON ROAD. AC9227' AC9227' AC9227' AC9227 AC9227 STATION RECOVERY (2004) AC9227 AC9227'RECOVERY NOTE BY CALTRANS 2004 (DWM) AC9227'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. STATE ROUTE 16 AC9227'HAS BEEN REALIGNED AND THE HISTORICAL MARKER FROM THE PREVIOUS TO AC9227'REACH DESCRIPTION HAS BEEN REMOVED. AC9227' AC9227'A NEW TO REACH DESCRIPTION FOLLOWS. THE STATION IS LOCATED ON THE AC9227'NORTH SIDE OF STATE HIGHWAY 16 IN SACRAMENTO COUNTY, ABOUT 25 MILES AC9227'EAST-SOUTHEAST OF SACRAMENTO, ABOUT 18 MILES NORTHWEST OF JACKSON, AC9227'AND ABOUT 4 MILES EAST OF RANCHO MURRIETA. TO REACH THE STATION FROM AC9227'THE U.S. HIGHWAY 50 AND SUNRISE BLVD INTERCHANGE IN RANCHO CORDOVA, AC9227'GO SOUTH ON SUNRISE BLVD FOR 7.6 MILES TO THE INTERSECTION WITH STATE AC9227'HIGHWAY 16. TURN LEFT AND GO EAST ON STATE HIGHWAY 16 FOR 10.85 MILES AC9227'TO A SIDE ROAD LEFT, MICHIGAN BAR ROAD. CONTINUE EAST ON STATE AC9227'HIGHWAY 16 FOR 0.15 MILES TO THE STATION ON THE LEFT. THE STATION IS AC9227'0.4 MILES WEST OF THE INTERSECTION OF STATE HIGHWAY 16 AND IONE AC9227'ROAD. THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS AC9227'COVER SET IN CONCRETE FLUSH WITH THE GROUND, 30 METERS NORTH OF THE AC9227'CENTERLINE OF STATE HIGHWAY 16, 6.9 METERS NORTH OF THE R/W FENCE, AC9227'6.0 METERS EAST OF AN I BEAM POST WITH A SMALL CHAIN ATTACHED, AND AC9227'1.0 METERS SOUTH OF A CARSONITE WITNESS POST. THIS STATION WAS AC9227'OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS AC9227'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS4846 *********************************************************************** JS4846 HT_MOD - This is a Height Modernization Survey Station. JS4846 DESIGNATION - HPGN D CA 10 MRB JS4846 PID - JS4846 JS4846 STATE/COUNTY- CA/SACRAMENTO JS4846 USGS QUAD - ISLETON (1993) JS4846 JS4846 *CURRENT SURVEY CONTROL JS4846 ___________________________________________________________________ JS4846* NAD 83(1998)- 38 07 36.38384(N) 121 34 54.00180(W) ADJUSTED JS4846* NAVD 88 - 3.77 (meters) 12.4 (feet) GPS OBS JS4846 ___________________________________________________________________ JS4846 EPOCH DATE - 2002.86 JS4846 X - -2,630,995.251 (meters) COMP JS4846 Y - -4,279,689.451 (meters) COMP JS4846 Z - 3,916,505.403 (meters) COMP JS4846 LAPLACE CORR- 4.69 (seconds) DEFLEC99 JS4846 ELLIP HEIGHT- -28.34 (meters) (10/28/05) GPS OBS JS4846 GEOID HEIGHT- -32.12 (meters) GEOID03 JS4846 JS4846 HORZ ORDER - FIRST JS4846 ELLP ORDER - FOURTH CLASS I JS4846 JS4846.The horizontal coordinates were established by GPS observations JS4846.and adjusted by the National Geodetic Survey in October 2005. JS4846.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS4846.DATUM ITEM on the data sheet items page. JS4846.The horizontal coordinates are valid at the epoch date displayed above. JS4846.The epoch date for horizontal control is a decimal equivalence JS4846.of Year/Month/Day. JS4846 JS4846.The orthometric height was determined by GPS observations and a JS4846.high-resolution geoid model using precise GPS observation and JS4846.processing techniques. JS4846 JS4846.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS4846 JS4846.The Laplace correction was computed from DEFLEC99 derived deflections. JS4846 JS4846.The ellipsoidal height was determined by GPS observations JS4846.and is referenced to NAD 83. JS4846 JS4846.The geoid height was determined by GEOID03. JS4846 JS4846; North East Units Scale Factor Converg. JS4846;SPC CA 2 - 551,160.392 2,036,681.683 MT 1.00005324 +0 15 49.5 JS4846;SPC CA 2 - 1,808,265.39 6,682,013.15 sFT 1.00005324 +0 15 49.5 JS4846;SPC CA 3 - 681,091.581 1,905,165.088 MT 0.99995062 -0 39 44.0 JS4846;SPC CA 3 - 2,234,547.96 6,250,529.13 sFT 0.99995062 -0 39 44.0 JS4846;UTM 10 - 4,220,831.023 624,314.208 MT 0.99979033 +0 52 32.9 JS4846 JS4846! - Elev Factor x Scale Factor = Combined Factor JS4846!SPC CA 2 - 1.00000445 x 1.00005324 = 1.00005769 JS4846!SPC CA 3 - 1.00000445 x 0.99995062 = 0.99995507 JS4846!UTM 10 - 1.00000445 x 0.99979033 = 0.99979478 JS4846 JS4846 SUPERSEDED SURVEY CONTROL JS4846 JS4846 NAD 83(1992)- 38 07 36.38162(N) 121 34 53.99888(W) AD(1997.30) 1 JS4846 ELLIP H (07/10/98) -28.34 (m) GP(1997.30) 4 1 JS4846 NAD 83(1992)- 38 07 36.38123(N) 121 34 53.99929(W) AD(1997.30) 1 JS4846 ELLIP H (05/14/98) -28.25 (m) GP(1997.30) 3 1 JS4846 NAD 83(1992)- 38 07 36.37883(N) 121 34 53.99428(W) AD(1991.35) 1 JS4846 ELLIP H (08/01/94) -28.19 (m) GP(1991.35) 4 2 JS4846 JS4846.Superseded values are not recommended for survey control. JS4846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4846.See file dsdata.txt to determine how the superseded data were derived. JS4846 JS4846_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2431420831(NAD 83) JS4846_MARKER: DD = SURVEY DISK JS4846_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) JS4846_SP_SET: ALUMINUM ALLOY ROD JS4846_STAMPING: HPGN-CALIF.-D STA 10-MRB 1992 JS4846_MARK LOGO: CADT JS4846_PROJECTION: FLUSH JS4846_MAGNETIC: N = NO MAGNETIC MATERIAL JS4846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS4846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS4846+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002 JS4846_ROD/PIPE-DEPTH: 17.6 meters JS4846 JS4846 HISTORY - Date Condition Report By JS4846 HISTORY - 1992 MONUMENTED CADT JS4846 HISTORY - 19931207 GOOD CADT JS4846 HISTORY - 19970902 GOOD BOR JS4846 HISTORY - 20021101 GOOD CADWR JS4846 JS4846 STATION DESCRIPTION JS4846 JS4846'DESCRIBED BY CALTRANS 1992 JS4846'THE STATION IS LOCATED NEAR THE INTERSECTION OF STATE HIGHWAY 12 AND JS4846'BRANNAN ISLAND ROAD, ABOUT 20 MI (32.2 KM) NORTHWEST OF STOCKTON AND JS4846'ABOUT 6 MI (9.7 KM) SOUTHEAST OF RIO VISTA. JS4846'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 160, JS4846'ABOUT 1 MI (1.6 KM) EAST OF RIO VISTA, GO EAST ON HIGHWAY 12 FOR 5.2 JS4846'MI (8.4 KM) TO A SIDE ROAD LEFT, BRANNAN ISLAND ROAD (0.25 MI WEST OF JS4846'THE WEST END OF THE MOKELUMNE RIVER BRIDGE). TURN LEFT AN GO JS4846'NORTHEAST, EAST AND FINALLY SOUTH ON BRANNAN ISLAND ROAD FOR 0.5 MI JS4846'(0.8 KM) TO A GRAVEL SIDE ROAD LEFT. TURN LEFT AND GO SOUTHEAST ON JS4846'THE GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT. JS4846'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET JS4846'IN CONCRETE FLUSH WITH THE GROUND. IT IS IN THE CENTER OF THE JS4846'MOKELUMNE RIVER LEVEE ABOUT 125 FT (38.1 M) EAST OF THE CENTERLINE OF JS4846'BRANNAN ISLAND ROAD, 49.6 FT (15.1 M) EAST-SOUTHEAST OF THE NORTHEAST JS4846'CORNER OF THE CONCRETE FOUNDATION OF A PG-E METERBOX, 47.7 FT JS4846'(14.5 M) NORTHWEST OF CONCRETE BRIDGE COLUMN NUMBER 7, 26.5 FT JS4846'(8.1 M) SOUTHWEST OF THE CENTERLINE OF THE GRAVEL ROAD, 24.2 FT JS4846'(7.4 M) NORTHEAST OF CONCRETE BRIDGE COLUMN NUMBER 6 (MEASURED TO JS4846'PAINTED NUMBERS ON THE COLUMNS), AND 3.0 FT (0.9 M) NORTHEAST OF A JS4846'CARSONITE WITNESS POST. JS4846'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION JS4846'SURVEY. JS4846 JS4846 STATION RECOVERY (1993) JS4846 JS4846'RECOVERY NOTE BY CALTRANS 1993 (PDG) JS4846'THE STATION WAS RECOVERED AS DESCRIBED. JS4846 JS4846 STATION RECOVERY (1997) JS4846 JS4846'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS4846'THE STATION WAS RECOVERED AND SOME ADDITIONAL INFORMATION FOLLOWS. JS4846'THERE IS A LOCKED GATE CONTROLLED BY THE BRANNAN-ANDRUS LEVEE JS4846'MAINTENANCE DISTRICT BLOCKING VEHICLE ACCESS TO THE LAST 0.05 MI (0.08 JS4846'KM) ON THE GRAVEL ROAD TO THE STATION. TO REACH THE STATION FROM THE JS4846'INTERSECTION OF INTERSTATE HIGHWAY 5 AND STATE HIGHWAY 12, ABOUT 14 MI JS4846'(22.5 KM) NORTH OF STOCKTON AND 7 MI (11.3 KM) WEST OF LODI, GO WEST JS4846'ON HIGHWAY 12 FOR 4.15 MI (6.68 KM) TO THE INTERSECTION OF CORREIA JS4846'ROAD ON THE LEFT. CONTINUE WEST FOR 6.2 MI (10.0 KM) TO BRANNAN JS4846'ISLAND ROAD ON THE RIGHT, 0.25 MI (0.40 KM) WEST OF THE MOKELUMNE JS4846'RIVER BRIDGE. TURN RIGHT, AND CONTINUING TO BEAR RIGHT, GO NORTHEAST JS4846'TO SOUTH ON BRANNAN ISLAND (LOOP) ROAD, PAST WEST WILLOW TREE ROAD, TO JS4846'A LOCKED YELLOW GATE ON A GRAVEL ROAD ON THE LEFT. PARK AT THE GATE JS4846'AND WALK ABOUT 175 FT (53.3 M) SOUTH ON THE GRAVEL ROAD TO THE STATION JS4846'ON THE RIGHT. THE STATION WAS OCCUPIED AS PART OF THE SAN JS4846'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. (RWK) JS4846 JS4846 STATION RECOVERY (2002) JS4846 JS4846'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS4846'RECOVERED AS DESCRIBED. VEHICULAR ACCESS CAN BE OBTAINED FROM JS4846'BRANNAN-ANDRUS LEVEE MAINTENANCE DISTRICT. THE STATION WAS OBSERVED JS4846'AS PART OF THE DWR DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION JS4846'SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 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 14.57072(N) 121 25 23.72252(W) ADJUSTED AC9246* NAVD 88 - 13.27 (meters) 43.5 (feet) GPS OBS AC9246 ___________________________________________________________________ AC9246 EPOCH DATE - 2002.86 AC9246 X - -2,603,818.202 (meters) COMP AC9246 Y - -4,261,848.115 (meters) COMP AC9246 Z - 3,953,712.103 (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 - B 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 October 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. It supersedes the leveled height previously AC9246.determined for this station. 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 - 598,664.196 2,050,270.849 MT 0.99995728 +0 21 49.0 AC9246;SPC CA 2 - 1,964,117.45 6,726,596.94 sFT 0.99995728 +0 21 49.0 AC9246;UTM 10 - 4,268,469.029 637,389.812 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 ELLIP H (10/28/05) -17.44 (m) GP( ) 4 1 AC9246 NAD 83(1998)- 38 33 14.57129(N) 121 25 23.72338(W) AD(2004.69) A 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 - October 05, 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 - 20021105 GOOD CADWR AC9246 HISTORY - 20030902 GOOD CADT AC9246 HISTORY - 20040811 GOOD BESTOR AC9246 HISTORY - 20041005 GOOD CADT 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 (2002) AC9246 AC9246'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AC9246'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR AC9246'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 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. AC9246 AC9246 STATION RECOVERY (2004) AC9246 AC9246'RECOVERY NOTE BY CALTRANS 2004 (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. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS1817 *********************************************************************** JS1817 HT_MOD - This is a Height Modernization Survey Station. JS1817 DESIGNATION - ISLETON RESET 1970 JS1817 PID - JS1817 JS1817 STATE/COUNTY- CA/SACRAMENTO JS1817 USGS QUAD - ISLETON (1993) JS1817 JS1817 *CURRENT SURVEY CONTROL JS1817 ___________________________________________________________________ JS1817* NAD 83(1998)- 38 09 56.96948(N) 121 37 13.24933(W) ADJUSTED JS1817* NAVD 88 - 8.15 (meters) 26.7 (feet) GPS OBS JS1817 ___________________________________________________________________ JS1817 EPOCH DATE - 2002.86 JS1817 X - -2,632,481.901 (meters) COMP JS1817 Y - -4,275,635.320 (meters) COMP JS1817 Z - 3,919,917.049 (meters) COMP JS1817 LAPLACE CORR- 4.30 (seconds) DEFLEC99 JS1817 ELLIP HEIGHT- -23.97 (meters) (10/28/05) GPS OBS JS1817 GEOID HEIGHT- -32.13 (meters) GEOID03 JS1817 JS1817 HORZ ORDER - FIRST JS1817 VERT ORDER - THIRD (See Below) JS1817 ELLP ORDER - FOURTH CLASS I JS1817 JS1817.The horizontal coordinates were established by GPS observations JS1817.and adjusted by the National Geodetic Survey in October 2005. JS1817.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS1817.DATUM ITEM on the data sheet items page. JS1817.The horizontal coordinates are valid at the epoch date displayed above. JS1817.The epoch date for horizontal control is a decimal equivalence JS1817.of Year/Month/Day. JS1817 JS1817.The orthometric height was determined by GPS observations and a JS1817.high-resolution geoid model using precise GPS observation and JS1817.processing techniques. JS1817.The vertical order pertains to the NGVD 29 superseded value. JS1817 JS1817.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS1817 JS1817.The Laplace correction was computed from DEFLEC99 derived deflections. JS1817 JS1817.The ellipsoidal height was determined by GPS observations JS1817.and is referenced to NAD 83. JS1817 JS1817.The geoid height was determined by GEOID03. JS1817 JS1817; North East Units Scale Factor Converg. JS1817;SPC CA 2 - 555,480.365 2,033,271.934 MT 1.00004219 +0 14 21.7 JS1817;SPC CA 2 - 1,822,438.50 6,670,826.34 sFT 1.00004219 +0 14 21.7 JS1817;SPC CA 3 - 685,465.658 1,901,825.888 MT 0.99995532 -0 41 09.3 JS1817;SPC CA 3 - 2,248,898.58 6,239,573.77 sFT 0.99995532 -0 41 09.3 JS1817;UTM 10 - 4,225,113.164 620,859.368 MT 0.99977990 +0 51 09.5 JS1817 JS1817! - Elev Factor x Scale Factor = Combined Factor JS1817!SPC CA 2 - 1.00000376 x 1.00004219 = 1.00004595 JS1817!SPC CA 3 - 1.00000376 x 0.99995532 = 0.99995908 JS1817!UTM 10 - 1.00000376 x 0.99977990 = 0.99978366 JS1817 JS1817: Primary Azimuth Mark Grid Az JS1817:SPC CA 2 - ISLETON SW TRANSMISSION TOWER 272 38 29.6 JS1817:SPC CA 3 - ISLETON SW TRANSMISSION TOWER 273 34 00.6 JS1817:UTM 10 - ISLETON SW TRANSMISSION TOWER 272 01 41.8 JS1817 JS1817|---------------------------------------------------------------------| JS1817| PID Reference Object Distance Geod. Az | JS1817| dddmmss.s | JS1817| JS1819 ISLETON RM 3 15.858 METERS 07212 | JS1817| DB4121 8 CAL 08418 | JS1817| JS4381 ISLETON SW TRANSMISSION TOWER APPROX. 0.8 KM 2725251.3 | JS1817| JS2544 ISLETON RM 1 2970129.5 | JS1817| JS4386 ISLETON NE TRANSMISSION TOWER APPROX. 0.8 KM 3011928.4 | JS1817| JS1818 ISLETON RM 2 13.781 METERS 34158 | JS1817|---------------------------------------------------------------------| JS1817 JS1817 SUPERSEDED SURVEY CONTROL JS1817 JS1817 NAD 83(1992)- 38 09 56.96754(N) 121 37 13.24601(W) AD(1997.30) 1 JS1817 ELLIP H (07/10/98) -23.97 (m) GP(1997.30) 4 1 JS1817 NAD 83(1992)- 38 09 56.96714(N) 121 37 13.24646(W) AD(1997.30) 1 JS1817 ELLIP H (05/14/98) -23.88 (m) GP(1997.30) 3 1 JS1817 NAD 83(1992)- 38 09 56.96651(N) 121 37 13.24134(W) AD(1991.35) 2 JS1817 NAD 83(1986)- 38 09 56.96591(N) 121 37 13.24538(W) AD(1984.00) 2 JS1817 NAD 27 - 38 09 57.26600(N) 121 37 09.40600(W) AD( ) 2 JS1817 NGVD 29 (08/19/04) 7.48 (m) 24.5 (f) RESET 3 JS1817 JS1817.Superseded values are not recommended for survey control. JS1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1817.See file dsdata.txt to determine how the superseded data were derived. JS1817 JS1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2085925113(NAD 83) JS1817_MARKER: DS = TRIANGULATION STATION DISK JS1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1817_SP_SET: SET IN TOP OF CONCRETE MONUMENT JS1817_STAMPING: ISLETON 1931 1970 JS1817_MARK LOGO: CGS JS1817_MAGNETIC: N = NO MAGNETIC MATERIAL JS1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1817+STABILITY: SURFACE MOTION JS1817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS1817+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002 JS1817 JS1817 HISTORY - Date Condition Report By JS1817 HISTORY - 1970 MONUMENTED NGS JS1817 HISTORY - 1970 GOOD NGS JS1817 HISTORY - 19970829 GOOD NGS JS1817 HISTORY - 20021101 GOOD CADWR JS1817 JS1817 STATION DESCRIPTION JS1817 JS1817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LS) JS1817'THE SURFACE STATION MARK WAS FOUND TILTED SLIGHTLY TO THE JS1817'SOUTH AWAY FROM THE LEVEE ROAD. THE MARK WAS REMOVED, THE JS1817'UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION, JS1817'THE POINT WAS HELD, AND THE SURFACE STATION MARK WAS SET BACK JS1817'IN THE SAME EXACT POSITION. BM 8 (USGS) WAS RECOVERED IN JS1817'GOOD CONDITION. REFERENCE MARK 1 WAS NOT FOUND AND HAS EITHER JS1817'BEEN DESTROYED OR DEEPLY BURIED DURING ROAD OR LEVEE JS1817'CONSTRUCTION. REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION JS1817'BUT TILTED SLIGHTLY TO THE NORTH AWAY FROM THE LEVEE ROAD. JS1817'REFERENCE MARK 3 WAS SET ON THIS DATE. A COMPLETE JS1817'DESCRIPTION FOLLOWS-- JS1817' JS1817'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF GRAND ISLAND, JS1817'ON THE SOUTH SIDE OF THE ROAD ON TOP OF THE LEVEE ON THE NORTH JS1817'BANK OF THE SACRAMENTO RIVER, AIRLINE ABOUT 1/2 MILE NORTHWEST JS1817'OF AND ACROSS THE RIVER FROM ISLETON AND 1/10 MILE NORTHWEST JS1817'OF THE EAST TIP OF LONG ISLAND. JS1817' JS1817'TO REACH THE STATION FROM THE POST OFFICE AT ISLETON GO JS1817'NORTHEAST ON STATE HIGHWAY 160 FOR 1.3 MILES TO A FORK AT JS1817'THE SOUTHEAST END OF A BRIDGE OVER THE SACRAMENTO RIVER. TAKE JS1817'THE LEFT FORK, GO NORTHWEST ACROSS THE BRIDGE 0.15 MILE TO A JS1817'T-JUNCTION. TURN LEFT AND GO SOUTHWEST 0.6 MILE TO THE AZIMUTH JS1817'MARK (BM 8 (USGS) ON THE RIGHT. CONTINUE SOUTHWEST AND WEST 1.0 JS1817'MILE TO THE STATION ON THE LEFT. JS1817' JS1817'THE UNDERGROUND STATION MARK IS A C AND GS TRIANGULATION STATION JS1817'DISK STAMPED ISLETON 1931 SET IN THE TOP OF A BLOCK OF CONCRETE JS1817'3.0 FEET BELOW THE SURFACE OF THE GROUND. JS1817' JS1817'THE SURFACE STATION MARK IS A C AND GS TRIANGULATION STATION JS1817'DISK STAMPED ISLETON 1931 1970 SET IN THE TOP OF A 12-INCH JS1817'SQUARE CONCRETE POST FLUSH WITH THE GROUND AND IS 100 YARDS JS1817'EAST OF THE CENTER OF THE Y-JUNCTION OF A ROAD LEADING SOUTHWEST JS1817'TO LONG ISLAND, 15.5 FEET SOUTH OF THE CENTERLINE OF THE JS1817'LEVEE ROAD, 5.8 FEET WEST OF A WOODEN WITNESS POST, 1.3 FEET JS1817'EAST OF A METAL WITNESS POST, AND ABOUT 1-1/2 FEET LOWER THAN JS1817'THE ROAD. JS1817' JS1817'REFERENCE MARK 2 IS A C AND GS REFERENCE MARK DISK STAMPED JS1817'ISLETON NO 2 1931 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE JS1817'POST PROJECTING 0.1 FOOT ABOVE THE GROUND AND IS 18.3 FEET JS1817'NORTH OF THE CENTERLINE OF THE ROAD AND ABOUT 2-1/2 FEET JS1817'LOWER THAN THE ROAD. JS1817' JS1817'REFERENCE MARK 3 IS A C AND GS REFERENCE MARK DISK STAMPED JS1817'ISLETON 1931 NO 3 1970 SET IN THE TOP OF A 10-INCH CONCRETE JS1817'CYLINDER PROJECTING 0.1 FOOT ABOVE THE GROUND AND IS 19.5 JS1817'FEET NORTH OF THE CENTERLINE OF THE ROAD AND ABOUT 2 FEET JS1817'LOWER THAN THE ROAD. JS1817' JS1817'THE AZIMUTH MARK (BM 8 (USGS)) IS LOCATED IN A CULTIVATED JS1817'FIELD AND IS AN UNSTAMPED U.S. GEOLOGICAL SURVEY DISK SET IN THE JS1817'TOP OF A 3-FOOT HIGH CONCRETE MONUMENT THAT IS 1-FOOT SQUARE JS1817'AT THE TOP AND 2 FEET SQUARE AT THE BOTTOM WHERE IT ENTERS JS1817'THE GROUND. IT HAS THE LETTERS U.S.G.S. NO. 8 ENGRAVEED IN JS1817'ITS NORTH FACE AND CAL. 1906 IN ITS SOUTH FACE AND IS 364 JS1817'FEET NORTHWEST OF THE LEVEE ROAD, 262 FEET NORTHWEST OF A JS1817'4-FOOT LIVE OAK TREE, AND 5 FEET NORTHEAST OF A SMALL DITCH. JS1817' JS1817'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE JS1817'NORTHWEST OF ISLETON. JS1817 JS1817 STATION RECOVERY (1970) JS1817 JS1817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 JS1817'3 MI NW FROM ISLETON. JS1817'1.4 MILES NORTHEAST ALONG STATE HIGHWAY 160 FROM THE POST OFFICE JS1817'AT ISLETON, THENCE 1.6 MILES SOUTHWEST AND WEST ALONG THE ROAD ON JS1817'TOP OF THE LEVEE ON THE NORTHWEST BANK OF THE SACRAMENTO RIVER, JS1817'1/2 MILE NORTHWEST OF AND ACROSS THE RIVER FROM ISLETON, 100 YARDS JS1817'EAST OF THE CENTER OF THE Y-JUNCTION OF A ROAD LEADING SOUTHWEST TO JS1817'LONG ISLAND, 15.5 FEET SOUTH OF THE CENTERLINE OF THE LEVEE ROAD, JS1817'5.8 FEET WEST OF A WOODEN WITNESS POST, 1.3 FEET EAST OF A METAL JS1817'WITNESS POST, ABOUT 1-1/2 FEET LOWER THAN THE ROAD, AND SET IN JS1817'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. JS1817 JS1817 STATION RECOVERY (1997) JS1817 JS1817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDD) JS1817'THE STATION WAS RECOVERED. CAUTION SHOULD BE EXERCISED WHEN PARKING JS1817'NEAR THE STATION. THE STATION IS ABOUT 3 FT (0.9 M) NORTH OF A JS1817'CARSONITE WITNESS POST. THE STATION WAS OCCUPIED AS PART OF THE SAN JS1817'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. JS1817 JS1817 STATION RECOVERY (2002) JS1817 JS1817'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS1817'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS1817'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS1075 *********************************************************************** JS1075 HT_MOD - This is a Height Modernization Survey Station. JS1075 DESIGNATION - J 463 JS1075 PID - JS1075 JS1075 STATE/COUNTY- CA/SACRAMENTO JS1075 USGS QUAD - BRUCEVILLE (1980) JS1075 JS1075 *CURRENT SURVEY CONTROL JS1075 ___________________________________________________________________ JS1075* NAD 83(1998)- 38 18 09.56342(N) 121 25 15.52591(W) ADJUSTED JS1075* NAVD 88 - 6.46 (meters) 21.2 (feet) GPS OBS JS1075 ___________________________________________________________________ JS1075 EPOCH DATE - 2002.86 JS1075 X - -2,612,687.805 (meters) COMP JS1075 Y - -4,276,747.597 (meters) COMP JS1075 Z - 3,931,846.872 (meters) COMP JS1075 LAPLACE CORR- 5.02 (seconds) DEFLEC99 JS1075 ELLIP HEIGHT- -24.70 (meters) (10/28/05) GPS OBS JS1075 GEOID HEIGHT- -31.17 (meters) GEOID03 JS1075 JS1075 HORZ ORDER - FIRST JS1075 VERT ORDER - SECOND CLASS 0 (See Below) JS1075 ELLP ORDER - FOURTH CLASS I JS1075 JS1075.The horizontal coordinates were established by GPS observations JS1075.and adjusted by the National Geodetic Survey in October 2005. JS1075.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS1075.DATUM ITEM on the data sheet items page. JS1075.The horizontal coordinates are valid at the epoch date displayed above. JS1075.The epoch date for horizontal control is a decimal equivalence JS1075.of Year/Month/Day. JS1075 JS1075.The orthometric height was determined by GPS observations and a JS1075.high-resolution geoid model using precise GPS observation and JS1075.processing techniques. JS1075.The vertical order pertains to the NGVD 29 superseded value. JS1075 JS1075.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS1075 JS1075.The Laplace correction was computed from DEFLEC99 derived deflections. JS1075 JS1075.The ellipsoidal height was determined by GPS observations JS1075.and is referenced to NAD 83. JS1075 JS1075.The geoid height was determined by GEOID03. JS1075 JS1075; North East Units Scale Factor Converg. JS1075;SPC CA 2 - 570,761.018 2,050,647.096 MT 1.00000710 +0 21 54.2 JS1075;SPC CA 2 - 1,872,571.77 6,727,831.35 sFT 1.00000710 +0 21 54.2 JS1075;UTM 10 - 4,240,575.616 638,066.181 MT 0.99983476 +0 58 43.9 JS1075 JS1075! - Elev Factor x Scale Factor = Combined Factor JS1075!SPC CA 2 - 1.00000388 x 1.00000710 = 1.00001098 JS1075!UTM 10 - 1.00000388 x 0.99983476 = 0.99983864 JS1075 JS1075 SUPERSEDED SURVEY CONTROL JS1075 JS1075 NAD 83(1992)- 38 18 09.56159(N) 121 25 15.52300(W) AD(1997.30) 1 JS1075 ELLIP H (07/10/98) -24.75 (m) GP(1997.30) 4 1 JS1075 NAD 83(1992)- 38 18 09.56116(N) 121 25 15.52324(W) AD(1997.30) 1 JS1075 ELLIP H (05/14/98) -24.66 (m) GP(1997.30) 3 1 JS1075 NGVD 29 (??/??/92) 5.685 (m) 18.65 (f) ADJ UNCH 2 0 JS1075 JS1075.Superseded values are not recommended for survey control. JS1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1075.See file dsdata.txt to determine how the superseded data were derived. JS1075 JS1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3806640576(NAD 83) JS1075_MARKER: DB = BENCH MARK DISK JS1075_SETTING: 30 = SET IN A LIGHT STRUCTURE JS1075_SP_SET: FLAGPOLE BASE JS1075_STAMPING: J 463 1951 JS1075_MARK LOGO: CGS JS1075_MAGNETIC: N = NO MAGNETIC MATERIAL JS1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JS1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS1075+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2004 JS1075 JS1075 HISTORY - Date Condition Report By JS1075 HISTORY - 1951 MONUMENTED CGS JS1075 HISTORY - 19970829 GOOD BOR JS1075 HISTORY - 20021201 GOOD CADWR JS1075 HISTORY - 20040407 GOOD CADT JS1075 JS1075 STATION DESCRIPTION JS1075 JS1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 JS1075'AT FRANKLIN AIRPORT. JS1075'AT THE FRANKLIN AIRPORT, IN THE NORTHWEST CORNER OF THE JS1075'CONCRETE FOUNDATION FOR THE FLAG POLE, 37.5 FEET NORTH OF THE JS1075'CENTER OF THE ENTRANCE TO THE OFFICE BUILDING, 15.0 FEET SOUTH JS1075'OF THE CENTER LINE OF THE ENTRANCE DRIVE WAY, 6.9 FEET EAST OF JS1075'THE EAST EDGE OF THE SIDE WALK, 1.1 FEET NORTHWEST OF THE JS1075'FLAG POLE, AND 0.4 FOOT ABOVE THE GROUND. JS1075 JS1075 STATION RECOVERY (1997) JS1075 JS1075'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS1075'THE STATION WAS RECOVERED AND A COMPLETE NEW DESCRIPTION FOLLOWS. THE JS1075'STATION IS ABOUT 19.3 MI (31.1 KM) SOUTH OF THE STATE CAPITOL IN JS1075'SACRAMENTO, AT THE FRANKLIN FIELD AIRPORT NEAR BRUCEVILLE. TO REACH JS1075'THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND TWIN JS1075'CITIES ROAD, GO NORTHEAST AND EAST ON TWIN CITIES ROAD FOR ABOUT 1.10 JS1075'MI (1.77 KM) TO FRANKLIN BOULEVARD. CONTINUE EAST ON TWIN CITIES ROAD JS1075'FOR 1.16 MI (1.87 KM) TO THE INTERSECTION OF BRUCEVILLE ROAD. TURN JS1075'LEFT AND GO NORTH ON BRUCEVILLE ROAD FOR 0.85 MI (1.37 KM) TO AN JS1075'UNNAMED PAVED SIDE ROAD LEFT. TURN LEFT AND GO WEST FOR ABOUT 290 FT JS1075'(88.4 M) TO THE STATION ON THE LEFT. THE STATION IS A CGS BENCH MARK JS1075'DISK SET IN THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION FOR A FLAG JS1075'POLE (POLE REMOVED) , ABOUT 246 FT (75.0 M) WEST-SOUTHWEST OF THE STOP JS1075'SIGN, ABOUT 118 FT (36.0 M) NORTH OF A PUMP HOUSE, 90.5 FT (27.6 M) JS1075'WEST-SOUTHWEST OF THE 6-INCH CORNER POST OF A PROPERTY LINE FENCE, JS1075'35.4 FT (10.8 M) WEST-NORTHWEST OF THE NORTHWEST CORNER POST OF A JS1075'CHAIN-LINK FENCE AROUND A PORTABLE WEATHER STATION, 23.6 FT (7.2 M) JS1075'SOUTH-SOUTHEAST OF A BARBED WIRE FENCE PARALLEL TO THE ROAD, 14.6 FT JS1075'(4.5 M) SOUTH-SOUTHEAST AND PERPENDICULAR FROM THE CENTERLINE OF THE JS1075'ROAD, AND 0.33 FT (0.10 M) NORTHWEST OF A 1.3 FT (0.4 M) DIAMETER JS1075'CONCRETE POST PROJECTING 0.8 FT (0.2 M) ABOVE THE GROUND. THE STATION JS1075'IS 1.6 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST. THE STATION WAS JS1075'OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA JS1075'GPS/VERTICAL PROJECT. (RWK) JS1075 JS1075 STATION RECOVERY (2002) JS1075 JS1075'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS1075'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS1075'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS1075 JS1075 STATION RECOVERY (2004) JS1075 JS1075'RECOVERY NOTE BY CALTRANS 2004 (RLM) JS1075'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9873 *********************************************************************** AE9873 HT_MOD - This is a Height Modernization Survey Station. AE9873 DESIGNATION - KELLER AE9873 PID - AE9873 AE9873 STATE/COUNTY- CA/SACRAMENTO AE9873 USGS QUAD - FLORIN (1980) AE9873 AE9873 *CURRENT SURVEY CONTROL AE9873 ___________________________________________________________________ AE9873* NAD 83(1998)- 38 24 33.64490(N) 121 25 02.87737(W) ADJUSTED AE9873* NAVD 88 - 9.82 (meters) 32.2 (feet) GPS OBS AE9873 ___________________________________________________________________ AE9873 EPOCH DATE - 2002.86 AE9873 X - -2,608,596.214 (meters) COMP AE9873 Y - -4,270,638.656 (meters) COMP AE9873 Z - 3,941,135.911 (meters) COMP AE9873 LAPLACE CORR- 4.83 (seconds) DEFLEC99 AE9873 ELLIP HEIGHT- -21.06 (meters) (10/28/05) GPS OBS AE9873 GEOID HEIGHT- -30.90 (meters) GEOID03 AE9873 AE9873 HORZ ORDER - FIRST AE9873 ELLP ORDER - FOURTH CLASS I AE9873 AE9873.The horizontal coordinates were established by GPS observations AE9873.and adjusted by the National Geodetic Survey in October 2005. AE9873.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9873.DATUM ITEM on the data sheet items page. AE9873.The horizontal coordinates are valid at the epoch date displayed above. AE9873.The epoch date for horizontal control is a decimal equivalence AE9873.of Year/Month/Day. AE9873 AE9873.The orthometric height was determined by GPS observations and a AE9873.high-resolution geoid model using precise GPS observation and AE9873.processing techniques. AE9873 AE9873.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9873 AE9873.The Laplace correction was computed from DEFLEC99 derived deflections. AE9873 AE9873.The ellipsoidal height was determined by GPS observations AE9873.and is referenced to NAD 83. AE9873 AE9873.The geoid height was determined by GEOID03. AE9873 AE9873; North East Units Scale Factor Converg. AE9873;SPC CA 2 - 582,605.537 2,050,878.504 MT 0.99998363 +0 22 02.2 AE9873;SPC CA 2 - 1,911,431.67 6,728,590.56 sFT 0.99998363 +0 22 02.2 AE9873;UTM 10 - 4,252,420.039 638,170.438 MT 0.99983511 +0 59 00.0 AE9873 AE9873! - Elev Factor x Scale Factor = Combined Factor AE9873!SPC CA 2 - 1.00000330 x 0.99998363 = 0.99998693 AE9873!UTM 10 - 1.00000330 x 0.99983511 = 0.99983841 AE9873 AE9873 SUPERSEDED SURVEY CONTROL AE9873 AE9873 NAD 83(1992)- 38 24 33.64285(N) 121 25 02.87422(W) AD(1997.30) 1 AE9873 ELLIP H (07/10/98) -21.10 (m) GP(1997.30) 4 1 AE9873 NAD 83(1992)- 38 24 33.64249(N) 121 25 02.87460(W) AD(1997.30) 1 AE9873 ELLIP H (05/14/98) -21.01 (m) GP(1997.30) 3 1 AE9873 AE9873.Superseded values are not recommended for survey control. AE9873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9873.See file dsdata.txt to determine how the superseded data were derived. AE9873 AE9873_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3817052420(NAD 83) AE9873_MARKER: DD = SURVEY DISK AE9873_SETTING: 30 = SET IN A LIGHT STRUCTURE AE9873_SP_SET: CONCRETE PAD AE9873_STAMPING: KELLER 1997 AE9873_MARK LOGO: BOR AE9873_MAGNETIC: N = NO MAGNETIC MATERIAL AE9873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE9873+STABILITY: SURFACE MOTION AE9873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9873+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004 AE9873 AE9873 HISTORY - Date Condition Report By AE9873 HISTORY - 1997 MONUMENTED BOR AE9873 HISTORY - 20021101 GOOD CADWR AE9873 HISTORY - 20040407 MARK NOT FOUND CADT AE9873 HISTORY - 20040727 GOOD WOOROD AE9873 AE9873 STATION DESCRIPTION AE9873 AE9873'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9873'THE STATION IS ABOUT 12.4 MI (20.0 KM) SOUTH OF THE STATE CAPITOL IN AE9873'SACRAMENTO, ABOUT 3.6 MI (5.8 KM) NORTHEAST OF FRANKLIN, AND ABOUT 2.8 AE9873'MI (4.5 KM) WEST OF ELK GROVE, IN THE NORTHEAST CORNER OF THE AE9873'INTERSECTION OF BRUCEVILLE ROAD AND ELK GROVE BOULEVARD. TO REACH THE AE9873'STATION FROM SACRAMENTO, GO SOUTH ON EITHER INTERSTATE HIGHWAY 5 OR AE9873'STATE HIGHWAY 99 TO ELK GROVE BOULEVARD. FROM INTERSTATE HIGHWAY 5, AE9873'GO EAST ON ELK GROVE BLVD FOR ABOUT 3.7 MI (6.0 KM) TO THE AE9873'INTERSECTION OF BRUCEVILLE ROAD AND THE STATION ON THE NORTHEAST AE9873'CORNER. FROM STATE HIGHWAY 99, GO WEST ON ELK GROVE BLVD FOR ABOUT AE9873'1.6 MI (2.6 KM) TO BRUCEVILLE ROAD AND THE STATION ON THE RIGHT. THE AE9873'STATION IS A 2 INCH DIAMETER ALUMINUM ALLOY DOMED CAP WITH MAGNET, SET AE9873'RECESSED INTO THE TOP OF A CONCRETE PAD CONTAINING TWO ALUMINUM AE9873'TRAFFIC SIGNAL CONTROL BOXES (2.6-FT WIDE BY 5.8-FT HIGH BY 1.5-FT AE9873'DEEP) . THE STATION IS ABOUT 134.5 FT (41.0 M) NORTH OF THE AE9873'CENTERLINE OF ELK GROVE BOULEVARD, 52.3 FT (15.9 M) EAST OF CENTERLINE AE9873'OF 3-FT WIDE CONCRETE ISLAND IN CENTER OF BRUCEVILLE ROAD, 33.7 FT AE9873'(10.3 M) NORTH OF A WOOD TELEPHONE POLE, 6.4 FT (2.0 M) SOUTH OF THE AE9873'NORTH END OF THE 11-FT X 1.7-FT CONCRETE PAD, 5.4 FT (1.6 M) EAST OF AE9873'THE WEST FACE OF THE CURB AND GUTTER, 1.3 FT (0.4 M) WEST OF A AE9873'CARSONITE WITNESS POST, CENTERED BETWEEN THE TWO CONTROL BOXES, AND AE9873'0.5 FT (0.2 M) EAST OF THE WEST EDGE OF THE PAD. THE STATION WAS AE9873'OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA AE9873'GPS/VERTICAL SURVEY. (RWK) AE9873 AE9873 STATION RECOVERY (2002) AE9873 AE9873'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9873'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR AE9873'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. AE9873 AE9873 STATION RECOVERY (2004) AE9873 AE9873'RECOVERY NOTE BY CALTRANS 2004 (RLM) AE9873' AE9873'RECENT ROAD WIDENING IN AREA AE9873 AE9873 STATION RECOVERY (2004) AE9873 AE9873'RECOVERY NOTE BY WOOD RODGERS INC 2004 (MJS) AE9873'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6899 *********************************************************************** DH6899 HT_MOD - This is a Height Modernization Survey Station. DH6899 DESIGNATION - KING DH6899 PID - DH6899 DH6899 STATE/COUNTY- CA/SACRAMENTO DH6899 USGS QUAD - FLORIN (1980) DH6899 DH6899 *CURRENT SURVEY CONTROL DH6899 ___________________________________________________________________ DH6899* NAD 83(1998)- 38 25 02.57927(N) 121 28 49.88932(W) ADJUSTED DH6899* NAVD 88 - 4.82 (meters) 15.8 (feet) GPS OBS DH6899 ___________________________________________________________________ DH6899 EPOCH DATE - 2002.86 DH6899 X - -2,613,003.248 (meters) COMP DH6899 Y - -4,267,288.900 (meters) COMP DH6899 Z - 3,941,831.773 (meters) COMP DH6899 LAPLACE CORR- 4.70 (seconds) DEFLEC99 DH6899 ELLIP HEIGHT- -26.21 (meters) (10/28/05) GPS OBS DH6899 GEOID HEIGHT- -31.05 (meters) GEOID03 DH6899 DH6899 HORZ ORDER - FIRST DH6899 ELLP ORDER - FOURTH CLASS I DH6899 DH6899.The horizontal coordinates were established by GPS observations DH6899.and adjusted by the National Geodetic Survey in October 2005. DH6899.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6899.DATUM ITEM on the data sheet items page. DH6899.The horizontal coordinates are valid at the epoch date displayed above. DH6899.The epoch date for horizontal control is a decimal equivalence DH6899.of Year/Month/Day. DH6899 DH6899.The orthometric height was determined by GPS observations and a DH6899.high-resolution geoid model using precise GPS observation and DH6899.processing techniques. DH6899 DH6899.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6899 DH6899.The Laplace correction was computed from DEFLEC99 derived deflections. DH6899 DH6899.The ellipsoidal height was determined by GPS observations DH6899.and is referenced to NAD 83. DH6899 DH6899.The geoid height was determined by GEOID03. DH6899 DH6899; North East Units Scale Factor Converg. DH6899;SPC CA 2 - 583,464.292 2,045,365.908 MT 0.99998200 +0 19 39.0 DH6899;SPC CA 2 - 1,914,249.10 6,710,504.65 sFT 0.99998200 +0 19 39.0 DH6899;UTM 10 - 4,253,219.310 632,649.789 MT 0.99981670 +0 56 39.5 DH6899 DH6899! - Elev Factor x Scale Factor = Combined Factor DH6899!SPC CA 2 - 1.00000411 x 0.99998200 = 0.99998611 DH6899!UTM 10 - 1.00000411 x 0.99981670 = 0.99982081 DH6899 DH6899 SUPERSEDED SURVEY CONTROL DH6899 DH6899.No superseded survey control is available for this station. DH6899 DH6899_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3265053219(NAD 83) DH6899_MARKER: DD = SURVEY DISK DH6899_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. DH6899_SP_SET: CURB DH6899_STAMPING: KING 2002 DH6899_MARK LOGO: CADWR DH6899_MAGNETIC: N = NO MAGNETIC MATERIAL DH6899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DH6899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6899+SATELLITE: SATELLITE OBSERVATIONS - 2002 DH6899 DH6899 HISTORY - Date Condition Report By DH6899 HISTORY - 2002 MONUMENTED CADWR DH6899 DH6899 STATION DESCRIPTION DH6899 DH6899'DESCRIBED BY CA DEPT OF WATER RES 2002 (WLB) DH6899'THE STATION IS IN THE WESTERN PART OF ELK GROVE, IN LAGUNA WEST, ABOUT DH6899'12 MI SOUTH OF SACRAMENTO. FROM THE INTERSECTION OF INTERSTATE 5 AND DH6899'LAGUNA BLVD EXIT, DRIVE EAST ON LAGUNA BLVD ABOUT 0.4 MI TO THE FIRST DH6899'INTERSECTION, HARBOUR POINTE RD AND TURN RIGHT. DRIVE SOUTH FOR 0.7 DH6899'MI TO GALEN DR AND TURN LEFT AND THE STATION IN THE SOUTHEAST QUADRANT DH6899'OF THE INTERSECTION. ALTERNATIVELY, FROM THE INTERCHANGE OF I-5 AND DH6899'ELK GROVE BLVD. TO THE SOUTH, GO EAST ON ELK GROVE BLVD. FOR 0.4 MI DH6899'TO THE INTERSECTION WITH HARBOUR POINTE DRIVE. TURN LEFT AND GO NORTH DH6899'0.7 MI ON HARBOUR POINTE DRIVE TO THE INTERSECTION WITH GALEN DRIVE DH6899'AND THE STATION ON THE RIGHT THE MARK IS A 3.5-IN-DIA DWR BRASS DISK DH6899'SET IN THE TOP OF THE CURB AT THE BACK (8.9 FT SOUTHEAST OF THE EDGE DH6899'OF THE PAVED STREET) AND IN THE CENTER OF A SIDEWALK DROP CURB RAMP, DH6899'46.0 FT EAST OF THE CENTERLINE OF HARBOUR POINTE DRIVE, 46.0 FT SOUTH DH6899'OF THE CENTERLINE OF GALEN DRIVE, 24.7 FT SOUTHWEST OF THE WEST END DH6899'OF A DROP INLET ON GALEN DR, 17.6 FT NORTH OF A POST FOR A STOP SIGN, DH6899'AND 4.2 FT NORTHWEST OF THE NORTHWEST CORNER OF THE METAL COVER FOR DH6899'AN UNDERGROUND (SMUD) UTILITY VAULT. THE STATION WAS OBSERVED AS PART DH6899'OF THE DWR DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS4251 *********************************************************************** JS4251 DESIGNATION - KOSOVA 2 JS4251 PID - JS4251 JS4251 STATE/COUNTY- CA/SACRAMENTO JS4251 USGS QUAD - ELK GROVE (1979) JS4251 JS4251 *CURRENT SURVEY CONTROL JS4251 ___________________________________________________________________ JS4251* NAD 83(1998)- 38 28 15.22670(N) 121 20 41.96628(W) ADJUSTED JS4251* NAVD 88 - 28.7 (meters) 94. (feet) GPS OBS JS4251 ___________________________________________________________________ JS4251 EPOCH DATE - 2004.69 JS4251 X - -2,600,990.265 (meters) COMP JS4251 Y - -4,270,320.020 (meters) COMP JS4251 Z - 3,946,499.343 (meters) COMP JS4251 LAPLACE CORR- 6.11 (seconds) DEFLEC99 JS4251 ELLIP HEIGHT- -1.91 (meters) (09/28/05) GPS OBS JS4251 GEOID HEIGHT- -30.57 (meters) GEOID03 JS4251 JS4251 HORZ ORDER - B JS4251 ELLP ORDER - FOURTH CLASS I JS4251 JS4251.The horizontal coordinates were established by GPS observations JS4251.and adjusted by the National Geodetic Survey in September 2005. JS4251.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS4251.DATUM ITEM on the data sheet items page. JS4251.The horizontal coordinates are valid at the epoch date displayed above. JS4251.The epoch date for horizontal control is a decimal equivalence JS4251.of Year/Month/Day. JS4251 JS4251.The orthometric height was determined by GPS observations and a JS4251.high-resolution geoid model. JS4251 JS4251.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS4251 JS4251.The Laplace correction was computed from DEFLEC99 derived deflections. JS4251 JS4251.The ellipsoidal height was determined by GPS observations JS4251.and is referenced to NAD 83. JS4251 JS4251.The geoid height was determined by GEOID03. JS4251 JS4251; North East Units Scale Factor Converg. JS4251;SPC CA 2 - 589,480.708 2,057,159.148 MT 0.99997165 +0 24 46.7 JS4251;SPC CA 2 - 1,933,987.96 6,749,196.30 sFT 0.99997165 +0 24 46.7 JS4251;UTM 10 - 4,259,361.469 644,375.933 MT 0.99985670 +1 01 47.2 JS4251 JS4251! - Elev Factor x Scale Factor = Combined Factor JS4251!SPC CA 2 - 1.00000030 x 0.99997165 = 0.99997195 JS4251!UTM 10 - 1.00000030 x 0.99985670 = 0.99985700 JS4251 JS4251: Primary Azimuth Mark Grid Az JS4251:SPC CA 2 - KOSOVA AZ MK 269 04 22.0 JS4251:UTM 10 - KOSOVA AZ MK 268 27 21.5 JS4251 JS4251|---------------------------------------------------------------------| JS4251| PID Reference Object Distance Geod. Az | JS4251| dddmmss.s | JS4251| JS4114 MATHER AFB HOUSING AUTHORTY TK APPROX. 9.9 KM 0350233.9 | JS4251| DB3841 KOSOVA 2 RM 3 8.370 METERS 09024 | JS4251| DB3839 KOSOVA RM 1 19.452 METERS 15106 | JS4251| JS4250 KOSOVA 3.317 METERS 19006 | JS4251| DB3838 KOSOVA AZ MK 2692908.7 | JS4251| JS4131 SACRAMENTO ARMY SIGNAL DEP TK APPROX. 7.9 KM 3183055.1 | JS4251| JS4129 SACRAMENTO PROCT GAMB TIDE STK APPROX. 8.0 KM 3201440.7 | JS4251|---------------------------------------------------------------------| JS4251 JS4251 SUPERSEDED SURVEY CONTROL JS4251 JS4251 NAD 83(1992)- 38 28 15.22176(N) 121 20 41.95845(W) AD(1991.35) 1 JS4251 ELLIP H (06/13/97) -1.79 (m) GP(1991.35) 4 2 JS4251 NAD 83(1992)- 38 28 15.22129(N) 121 20 41.96018(W) AD(1991.35) 3 JS4251 NAD 83(1986)- 38 28 15.21065(N) 121 20 41.95547(W) AD(1984.00) 3 JS4251 NAD 27 - 38 28 15.53588(N) 121 20 38.13301(W) AD( ) 3 JS4251 JS4251.Superseded values are not recommended for survey control. JS4251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4251.See file dsdata.txt to determine how the superseded data were derived. JS4251 JS4251_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4437659361(NAD 83) JS4251_MARKER: DS = TRIANGULATION STATION DISK JS4251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS4251_SP_SET: TOP OF SQUARE CONCRETE MONUMENT JS4251_STAMPING: KOSOVA 2 1971 JS4251_MARK LOGO: CGS JS4251_MAGNETIC: N = NO MAGNETIC MATERIAL JS4251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4251+STABILITY: SURFACE MOTION JS4251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS4251+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 JS4251 JS4251 HISTORY - Date Condition Report By JS4251 HISTORY - 1971 MONUMENTED CGS JS4251 HISTORY - 19940201 GOOD CADT JS4251 HISTORY - 20041005 GOOD CADT JS4251 JS4251 STATION DESCRIPTION JS4251 JS4251'DESCRIBED BY COAST AND GEODETIC SURVEY 1971 (LFS) JS4251'THE STATION IS LOCATED ON THE NORTH SIDE OF ROGERS ROAD, IN JS4251'THE ROAD RIGHT-OF-WAY, AT THE TOP OF A SLIGHT RISE, AT THE JS4251'SOUTH EDGE OF A GRASSY FIELD AND IS AIRLINE ABOUT 4-1/2 MILES JS4251'NORTH-NORTHEAST OF ELK GROVE, 3-3/4 MILES NORTHWEST OF SHELDON JS4251'AND 3-1/2 MILES SOUTHEAST OF FLORIN. JS4251' JS4251'TO REACH THE STATION FROM THE RAILROAD CROSSING AT FLORIN GO JS4251'EAST ON FLORIN ROAD 3.3 MILES TO A CROSS ROAD. TURN RIGHT JS4251'ONTO BRADSHAW ROAD AND GO SOUTH 1.8 MILES TO A SIDE ROAD ON JS4251'THE RIGHT JUST AFTER CROSSING A RAILROAD TRACK. TURN RIGHT JS4251'ONTO ROGERS ROAD AND GO WEST 0.55 MILE TO THE TOP OF A SLIGHT JS4251'RISE AND THE STATION ON THE RIGHT. (TO REACH THE AZIMUTH MARK JS4251'CONTINUE WEST ON A GRADED ROAD 0.45 MILE TO A FENCE CORNER JS4251'AND THE MARK.) JS4251' JS4251'THE STATION MARK IS A C AND GS TRIANGULATION STATION DISK JS4251'STAMPED KOSOVA 2 1971 SET IN THE TOP OF A 12-INCH CONCRETE JS4251'CYLINDER PROJECTING 0.1 FOOT ABOVE THE GROUND AND IS 30 FEET JS4251'NORTH OF THE CENTERLINE OF THE ROAD, 29.4 FEET NORTHWEST OF JS4251'A GUYED POWERLINE POLE, 12 FEET NORTH OF THE TOP EDGE OF A JS4251'CUT BANK, 2.9 FEET SOUTH OF A METAL WITNESS POST AND ABOUT JS4251'5 FEET HIGHER THAN THE ROAD. JS4251' JS4251'REFERENCE MARK 1 IS A C AND GS REFERENCE MARK DISK STAMPED JS4251'KOSOVA NO 1 1954 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE JS4251'POST PROJECTING 0.2 FOOT ABOVE THE GROUND AND IS 26 FEET SOUTH JS4251'OF THE CENTERLINE OF THE ROAD, 22 FEET EAST OF THE CENTERLINE JS4251'OF A GRAVELED DRIVEWAY AND 1.6 FEET NORTHWEST OF A FENCE CORNER. JS4251' JS4251'REFERENCE MARK 3 IS A C AND GS REFERENCE MARK DISK STAMPED JS4251'KOSOVA 2 NO 3 1971 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE JS4251'POST PROJECTING 0.5 FOOT ABOVE THE GROUND AND IS 30 FEET NORTH JS4251'OF THE CENTERLINE OF THE ROAD, 12.3 FEET NORTH OF THE GUYED JS4251'POWERLINE POLE, AND 27.3 FEET EAST OF A METAL WITNESS POST. JS4251' JS4251'THE AZIMUTH MARK IS A C AND GS AZIMUTH MARK DISK STAMPED KOSOVA JS4251'1954 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING JS4251'0.4 FOOT ABOVE THE GROUND AND IS 27 FEET NORTH OF THE CENTERLINE JS4251'OF A GRADED ROAD, 21.5 FEET EAST OF A FENCE CORNER AND IN AN JS4251'EAST-WEST FENCE LINE. JS4251 JS4251 STATION RECOVERY (1994) JS4251 JS4251'RECOVERY NOTE BY CALTRANS 1994 (JCB) JS4251'THE STATION MARK, STATION KOSOVA, KOSOVA RM 1 AND KOSOVA 2 RM 3 WERE JS4251'RECOVERED. THE AZIMUTH MARK WAS NOT RECOVERED AFTER A BRIEF SEARCH. JS4251'TO REACH THE STATION FROM THE STATE HIGHWAY 99/FLORIN ROAD JS4251'INTERCHANGE, ABOUT 6 MI (9.7 KM) SOUTH OF DOWNTOWN SACRAMENTO, GO EAST JS4251'ON FLORIN ROAD FOR 6.0 MI (9.7 KM) TO THE INTERSECTION WITH BRADSHAW JS4251'ROAD. TURN RIGHT AND GO SOUTH ON BRADSHAW ROAD FOR 1.8 MI (2.9 KM) TO JS4251'A SIDE ROAD RIGHT, ROGERS ROAD, IMMEDIATELY AFTER CROSSING THE CENTRAL JS4251'CALIFORNIA TRACTION COMPANY RAILROAD TRACKS. TURN SHARP RIGHT AND GO JS4251'NORTHWEST THEN WEST ON ROGERS ROAD FOR 0.55 MI (0.89 KM) TO THE TOP OF JS4251'A SHARP RISE AND THE STATION ON THE RIGHT, IN AN ORCHARD AT 9465 JS4251'ROGERS ROAD. THE STATION IS 9.0 FT (2.7 M) NORTH OF A FENCE ON THE JS4251'SOUTH SIDE OF THE ORCHARD AND 10.9 FT (3.3 M) NORTH OF CGS STATION JS4251'KOSOVA 1954. THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN JS4251'DENSIFICATION SURVEY. CONTACT PROPERTY OWNER BEFORE OCCUPYING JS4251'STATION. JS4251 JS4251 STATION RECOVERY (2004) JS4251 JS4251'RECOVERY NOTE BY CALTRANS 2004 (DWM) JS4251'THE STATION WAS RECOVERED AS DESCRIBED. THE OWNER OF THE PROPERTY IS JS4251'GEORGE VAN NOY AND HAS REQUESTED THAT HE BE CALLED AHEAD OF TIME. JS4251'THIS STATION WAS OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE JS4251'OF SURVEYORS GPS HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS4275 *********************************************************************** JS4275 HT_MOD - This is a Height Modernization Survey Station. JS4275 DESIGNATION - LAMBERT JS4275 PID - JS4275 JS4275 STATE/COUNTY- CA/SACRAMENTO JS4275 USGS QUAD - BRUCEVILLE (1980) JS4275 JS4275 *CURRENT SURVEY CONTROL JS4275 ___________________________________________________________________ JS4275* NAD 83(1998)- 38 19 13.90242(N) 121 28 15.66920(W) ADJUSTED JS4275* NAVD 88 - 5.80 (meters) 19.0 (feet) GPS OBS JS4275 ___________________________________________________________________ JS4275 EPOCH DATE - 2004.69 JS4275 X - -2,615,779.572 (meters) COMP JS4275 Y - -4,273,414.702 (meters) COMP JS4275 Z - 3,933,403.007 (meters) COMP JS4275 LAPLACE CORR- 5.23 (seconds) DEFLEC99 JS4275 ELLIP HEIGHT- -25.46 (meters) (10/28/05) GPS OBS JS4275 GEOID HEIGHT- -31.27 (meters) GEOID03 JS4275 JS4275 HORZ ORDER - B JS4275 ELLP ORDER - FOURTH CLASS I JS4275 JS4275.The horizontal coordinates were established by GPS observations JS4275.and adjusted by the National Geodetic Survey in September 2005. JS4275.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS4275.DATUM ITEM on the data sheet items page. JS4275.The horizontal coordinates are valid at the epoch date displayed above. JS4275.The epoch date for horizontal control is a decimal equivalence JS4275.of Year/Month/Day. JS4275 JS4275.The orthometric height was determined by GPS observations and a JS4275.high-resolution geoid model using precise GPS observation and JS4275.processing techniques. JS4275 JS4275.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS4275 JS4275.The Laplace correction was computed from DEFLEC99 derived deflections. JS4275 JS4275.The ellipsoidal height was determined by GPS observations JS4275.and is referenced to NAD 83. JS4275 JS4275.The geoid height was determined by GEOID03. JS4275 JS4275; North East Units Scale Factor Converg. JS4275;SPC CA 2 - 572,718.141 2,046,258.604 MT 1.00000293 +0 20 00.6 JS4275;SPC CA 2 - 1,878,992.77 6,713,433.44 sFT 1.00000293 +0 20 00.6 JS4275;SPC CA 3 - 702,490.211 1,915,088.892 MT 0.99997849 -0 35 40.2 JS4275;SPC CA 3 - 2,304,753.30 6,283,087.47 sFT 0.99997849 -0 35 40.2 JS4275;UTM 10 - 4,242,485.240 633,657.743 MT 0.99982001 +0 56 53.5 JS4275 JS4275! - Elev Factor x Scale Factor = Combined Factor JS4275!SPC CA 2 - 1.00000399 x 1.00000293 = 1.00000692 JS4275!SPC CA 3 - 1.00000399 x 0.99997849 = 0.99998248 JS4275!UTM 10 - 1.00000399 x 0.99982001 = 0.99982400 JS4275 JS4275: Primary Azimuth Mark Grid Az JS4275:SPC CA 2 - LAMBERT AZ MK 090 03 42.2 JS4275:SPC CA 3 - LAMBERT AZ MK 090 59 23.0 JS4275:UTM 10 - LAMBERT AZ MK 089 26 49.3 JS4275 JS4275|---------------------------------------------------------------------| JS4275| PID Reference Object Distance Geod. Az | JS4275| dddmmss.s | JS4275| JS4274 BM 6.296 METERS 07024 | JS4275| DB3849 LAMBERT RM 2 18.217 METERS 07225 | JS4275| DB3847 LAMBERT AZ MK 0902342.8 | JS4275| DB3848 LAMBERT RM 1 14.884 METERS 17008 | JS4275|---------------------------------------------------------------------| JS4275 JS4275 SUPERSEDED SURVEY CONTROL JS4275 JS4275 NAD 83(1998)- 38 19 13.90197(N) 121 28 15.66884(W) AD(2002.86) 1 JS4275 ELLIP H (09/28/05) -25.48 (m) GP(2004.69) 4 1 JS4275 NAD 83(1992)- 38 19 13.89994(N) 121 28 15.66583(W) AD(1997.30) 1 JS4275 ELLIP H (07/10/98) -25.48 (m) GP(1997.30) 4 1 JS4275 NAD 83(1992)- 38 19 13.89957(N) 121 28 15.66620(W) AD(1997.30) 1 JS4275 ELLIP H (05/14/98) -25.39 (m) GP(1997.30) 3 1 JS4275 NAD 83(1992)- 38 19 13.89312(N) 121 28 15.65279(W) AD(1991.35) 2 JS4275 NAD 83(1986)- 38 19 13.88670(N) 121 28 15.65200(W) AD(1984.00) 2 JS4275 NAD 27 - 38 19 14.19980(N) 121 28 11.82160(W) AD( ) 2 JS4275 NGVD 29 (07/19/86) 5.5 (m) 18. (f) VERT ANG JS4275 JS4275.Superseded values are not recommended for survey control. JS4275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4275.See file dsdata.txt to determine how the superseded data were derived. JS4275 JS4275_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3365842485(NAD 83) JS4275_MARKER: DS = TRIANGULATION STATION DISK JS4275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS4275_STAMPING: LAMBERT 1959 JS4275_MARK LOGO: CGS JS4275_MAGNETIC: N = NO MAGNETIC MATERIAL JS4275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4275+STABILITY: SURFACE MOTION JS4275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS4275+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005 JS4275 JS4275 HISTORY - Date Condition Report By JS4275 HISTORY - 1959 MONUMENTED CGS JS4275 HISTORY - 1970 SEE DESCRIPTION NGS JS4275 HISTORY - 19970912 GOOD BOR JS4275 HISTORY - 20021101 GOOD CADWR JS4275 HISTORY - 20041005 GOOD CADT JS4275 HISTORY - 20050818 GOOD CADWR JS4275 JS4275 STATION DESCRIPTION JS4275 JS4275'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG) JS4275'THE STATION IS LOCATED ON A NARROW-TOPPED BANK AT THE SOUTH SIDE JS4275'OF A SLOUGH AND ALONG THE NORTH SIDE OF LAMBERT ROAD. IT IS, JS4275'AIRLINE, ABOUT 7 MILES NORTH-NORTHWEST OF THORNTON, 4 MILES JS4275'SOUTH-SOUTHWEST OF FRANKLIN AND 1-1/2 MILES WEST OF FRANKLIN JS4275'BLVD. JS4275' JS4275'TO REACH FROM THE POST OFFICE IN THORNTON, GO NORTH AND WEST ON JS4275'THORNTON ROAD FOR 0.25 MILE TO A T-INTERSECTION. TURN RIGHT JS4275'AND GO NORTH ON THORNTON ROAD FOR 2.3 MILES TO THE MOKELUMNE JS4275'RIVER, WHERE THE ROAD CHANGES ITS NAME TO FRANKLIN BLVD. CONTINUE JS4275'NORTH FOR 4.6 MILES TO LAMBERT ROAD. TURN LEFT AND GO WEST ON JS4275'LAMBERT ROAD FOR 1.1 MILES TO THE AZIMUTH MARK ON THE LEFT. JS4275'CONTINUE WEST FOR 0.35 MILE TO THE STATION ON THE RIGHT, JUST JS4275'AS THE ROAD RISES UP ONTO THE LEVEE. JS4275' JS4275'THE STATION MARK IS A STANDARD DISK STAMPED LAMBERT 1959, SET JS4275'IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT THAT PROJECTS JS4275'1 INCH ABOVE GROUND. IT IS 20.2 FEET NORTH OF THE CENTER LINE JS4275'OF THE ROAD, 6 FEET SOUTHWEST OF A METAL WITNESS POST, 7.4 FEET JS4275'SOUTHWEST OF A POWER POLE, AND ACROSS THE ROAD FROM AN OLD BARN. JS4275' JS4275'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LAMBERT JS4275'NO 1 1959, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT JS4275'SET FLUSH WITH THE GROUND. IT IS 3 FEET NORTH OF A FENCE LINE, JS4275'32 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND ABOUT 6 FEET JS4275'LOWER THAN THE STATION. JS4275' JS4275'BENCH MARK IS A USC AND GS AND CS BRONZE DISK, UNSTAMPED, SET IN THE JS4275'TOP OF A 6-INCH-SQUARE, CONCRETE POST THAT PROJECTS 6 INCHES JS4275'ABOVE GROUND. IT IS 16 FEET EAST OF A POWER POLE, 2 FEET SOUTH JS4275'OF A FENCE LINE AND AT THE SAME ELEVATION AS THE STATION. JS4275' JS4275'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LAMBERT JS4275'NO 1 1959, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT JS4275'SET FLUSH WITH THE GROUND. IT IS 41 FEET NORTH OF THE CENTER JS4275'LINE OF THE ROAD AND ABOUT 1-1/2 FEET LOWER THAN THE STATION. JS4275' JS4275'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LAMBERT 1959, SET JS4275'IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS JS4275'1 INCH ABOVE GROUND. IT IS 1 FOOT SOUTH OF A POWER POLE, 40 JS4275'FEET SOUTH OF THE CENTER LINE OF THE ROAD AND 60 YARDS WEST OF JS4275'THE INTERSECTION OF LAMBERT ROAD AND PT. PLEASANT ROAD. JS4275 JS4275 STATION RECOVERY (1970) JS4275 JS4275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LS) JS4275'THE STATION MARK, AZIMUTH MARK, BENCH MARK, AND REFERENCE MARKS JS4275'1 AND 2 WERE RECOVERED IN GOOD CONDITION. THE 1959 DESCRIPTION JS4275'IS ADEQUATE. JS4275 JS4275 STATION RECOVERY (1997) JS4275 JS4275'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS4275'THE STATION WAS RECOVERED AND A COMPLETE NEW DESCRIPTION FOLLOWS. THE JS4275'STATION IS ABOUT 17.7 MI (28.5 KM) FROM THE STATE CAPITOL IN JS4275'SACRAMENTO, AND 0.3 MI (0.5 KM) WEST OF INTERSTATE HIGHWAY 5 AT JS4275'LAMBERT ROAD (NO ACCESS) . TO REACH THE STATION FROM THE INTERSTATE JS4275'HIGHWAY 5/TWIN CITIES ROAD INTERCHANGE, GO NORTHEAST AND EAST ON TWIN JS4275'CITIES ROAD FOR ABOUT 1 MI (1.6 KM) TO THE INTERSECTION OF FRANKLIN JS4275'BOULEVARD, JUST WEST OF THE SOUTHERN PACIFIC RAILROAD TRACKS. TURN JS4275'LEFT AND GO NORTH ON FRANKLIN BLVD FOR 2.11 MI (3.40 KM) TO THE JS4275'INTERSECTION OF LAMBERT ROAD. TURN LEFT AND GO WEST ON LAMBERT ROAD JS4275'FOR 1.13 MI (1.82 KM) TO THE I-5 UNDERPASS. CONTINUE WEST ON LAMBERT JS4275'ROAD FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT (NORTH) JUST AS JS4275'THE ROAD RISES UP ONTO THE LEVEE. THE STATION MARK IS A TRIANGULATION JS4275'STATION DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST JS4275'PROJECTING ABOUT 0.1 FT (0.0 M) ABOVE THE GROUND. IT IS 20.75 FT JS4275'(6.32 M) SOUTHWEST OF THE BENCHMARK (PID JS4274) , 18.9 FT (5.8 M) JS4275'NORTH OF THE CENTERLINE OF LAMBERT ROAD, 7 FT (2.1 M) SOUTHWEST OF A JS4275'UTILITY POLE, 6 FT (1.8 M) SOUTHWEST OF A METAL FENCEPOST, 1.3 FT (0.4 JS4275'M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST, AND ACROSS THE ROAD JS4275'FROM AN OPEN FIELD. NEARBY, THERE IS A YELLOW HIGHWAY SIGN FOR -LEVEE JS4275'ROAD- BUT THERE IS NO USEABLE ROAD ON THE LEVEE. THERE IS A RED BRICK JS4275'FARMHOUSE SOUTH OF LAMBERT ROAD A SHORT DISTANCE TO THE EAST, WEST OF JS4275'I-5. REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED IN GOOD CONDITION. JS4275'THE AZIMUTH MARK WAS NOT SEARCHED FOR. THE STATION WAS OCCUPIED AS JS4275'PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. JS4275'(RWK) JS4275 JS4275 STATION RECOVERY (2002) JS4275 JS4275'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS4275'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS4275'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS4275 JS4275 STATION RECOVERY (2004) JS4275 JS4275'RECOVERY NOTE BY CALTRANS 2004 (RLM) JS4275'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS JS4275'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT JS4275'MODERNIZATION PROJECT. JS4275 JS4275 STATION RECOVERY (2005) JS4275 JS4275'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 (NRB) JS4275'RECOVRED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS1193 *********************************************************************** JS1193 DESIGNATION - M 953 JS1193 PID - JS1193 JS1193 STATE/COUNTY- CA/SACRAMENTO JS1193 USGS QUAD - ELK GROVE (1979) JS1193 JS1193 *CURRENT SURVEY CONTROL JS1193 ___________________________________________________________________ JS1193* NAD 83(1998)- 38 24 32.02629(N) 121 19 29.68762(W) ADJUSTED JS1193* NAVD 88 - 19.413 (meters) 63.69 (feet) ADJUSTED JS1193 ___________________________________________________________________ JS1193 EPOCH DATE - 2004.69 JS1193 X - -2,601,714.373 (meters) COMP JS1193 Y - -4,274,879.958 (meters) COMP JS1193 Z - 3,941,102.922 (meters) COMP JS1193 LAPLACE CORR- 5.97 (seconds) DEFLEC99 JS1193 ELLIP HEIGHT- -11.21 (meters) (10/28/05) GPS OBS JS1193 GEOID HEIGHT- -30.61 (meters) GEOID03 JS1193 DYNAMIC HT - 19.400 (meters) 63.65 (feet) COMP JS1193 MODELED GRAV- 980,002.6 (mgal) NAVD 88 JS1193 JS1193 HORZ ORDER - B JS1193 VERT ORDER - FIRST CLASS II JS1193 ELLP ORDER - FOURTH CLASS I JS1193 JS1193.The horizontal coordinates were established by GPS observations JS1193.and adjusted by the National Geodetic Survey in September 2005. JS1193.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS1193.DATUM ITEM on the data sheet items page. JS1193.The horizontal coordinates are valid at the epoch date displayed above. JS1193.The epoch date for horizontal control is a decimal equivalence JS1193.of Year/Month/Day. JS1193 JS1193.The orthometric height was determined by differential leveling JS1193.and adjusted by the National Geodetic Survey in June 1991. JS1193 JS1193.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS1193 JS1193.The Laplace correction was computed from DEFLEC99 derived deflections. JS1193 JS1193.The ellipsoidal height was determined by GPS observations JS1193.and is referenced to NAD 83. JS1193 JS1193.The geoid height was determined by GEOID03. JS1193 JS1193.The dynamic height is computed by dividing the NAVD 88 JS1193.geopotential number by the normal gravity value computed on the JS1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JS1193.degrees latitude (g = 980.6199 gals.). JS1193 JS1193.The modeled gravity was interpolated from observed gravity values. JS1193 JS1193; North East Units Scale Factor Converg. JS1193;SPC CA 2 - 582,611.562 2,058,962.287 MT 0.99998372 +0 25 32.2 JS1193;SPC CA 2 - 1,911,451.43 6,755,112.10 sFT 0.99998372 +0 25 32.2 JS1193;UTM 10 - 4,252,512.912 646,252.602 MT 0.99986342 +1 02 27.1 JS1193 JS1193! - Elev Factor x Scale Factor = Combined Factor JS1193!SPC CA 2 - 1.00000176 x 0.99998372 = 0.99998548 JS1193!UTM 10 - 1.00000176 x 0.99986342 = 0.99986518 JS1193 JS1193 SUPERSEDED SURVEY CONTROL JS1193 JS1193 NAD 83(1998)- 38 24 32.02591(N) 121 19 29.68663(W) AD(2002.86) 1 JS1193 NAD 83(1992)- 38 24 32.02447(N) 121 19 29.68413(W) AD(1997.30) 1 JS1193 ELLIP H (07/10/98) -11.21 (m) GP(1997.30) 4 1 JS1193 NAD 83(1992)- 38 24 32.02410(N) 121 19 29.68449(W) AD(1997.30) 1 JS1193 ELLIP H (05/14/98) -11.12 (m) GP(1997.30) 3 1 JS1193 NAD 83(1992)- 38 24 32.02206(N) 121 19 29.67990(W) AD(1991.35) 1 JS1193 ELLIP H (06/13/97) -11.15 (m) GP(1991.35) 4 2 JS1193 NAVD 88 (06/13/97) 19.41 (m) 63.7 (f) LEVELING 3 JS1193 NGVD 29 (??/??/92) 18.676 (m) 61.27 (f) ADJ UNCH 1 2 JS1193 JS1193.Superseded values are not recommended for survey control. JS1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1193.See file dsdata.txt to determine how the superseded data were derived. JS1193 JS1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4625352513(NAD 83) JS1193_MARKER: DB = BENCH MARK DISK JS1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1193_SP_SET: CONCRETE POST JS1193_STAMPING: M 953 1962 JS1193_MARK LOGO: CGS JS1193_MAGNETIC: N = NO MAGNETIC MATERIAL JS1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1193+STABILITY: SURFACE MOTION JS1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS1193+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 JS1193 JS1193 HISTORY - Date Condition Report By JS1193 HISTORY - 1962 MONUMENTED CGS JS1193 HISTORY - 1987 GOOD NGS JS1193 HISTORY - 19940201 GOOD CADT JS1193 HISTORY - 19970827 GOOD BOR JS1193 HISTORY - 20021105 GOOD CADWR JS1193 HISTORY - 20040408 GOOD CADT JS1193 HISTORY - 20040727 POOR WOOROD JS1193 HISTORY - 20040810 GOOD BESTOR JS1193 HISTORY - 20041005 GOOD CADT JS1193 JS1193 STATION DESCRIPTION JS1193 JS1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 JS1193'2 MI SW FROM SHELDON. JS1193'2.05 MILES SOUTHWEST ALONG GRANT LINE ROAD FROM THE JUNCTION JS1193'OF WILTON ROAD AT SHELDON, AT THE JUNCTION OF ELK GROVE BOULEVARD, JS1193'40 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 104 FEET JS1193'SOUTH OF THE CENTER LINE OF THE BOULEVARD, 17 FEET SOUTHWEST OF JS1193'A FENCE CORNER, 2 1/2 FEET NORTHEAST OF TELEPHONE POLE 20/1 WITH JS1193'A GUY WIRE, 5.0 FEET SOUTHEAST OF A FENCE, 1.3 FEET SOUTHWEST JS1193'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET JS1193'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE JS1193'GROUND. JS1193 JS1193 STATION RECOVERY (1987) JS1193 JS1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 JS1193'RECOVERED IN GOOD CONDITION. JS1193 JS1193 STATION RECOVERY (1994) JS1193 JS1193'RECOVERY NOTE BY CALTRANS 1994 (JCB) JS1193'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE JS1193'STATION IS LOCATED AT THE INTERSECTION OF GRANT LINE ROAD AND ELK JS1193'GROVE BLVD, ABOUT 15 MI (24.1 KM) SOUTHEAST OF SACRAMENTO AND 2 MI JS1193'(3.2 KM) EAST OF ELK GROVE. TO REACH THE STATION FROM THE STATE JS1193'HIGHWAY 99/GRANT LINE ROAD INTERCHANGE, ABOUT 2 MI (3.2 KM) SOUTH OF JS1193'ELK GROVE, GO NORTHEAST ON GRANT LINE ROAD FOR 3.1 MI (5.0 KM) TO A JS1193'SIDE ROAD LEFT, ELK GROVE BLVD AND THE STATION ON THE LEFT. THE JS1193'STATION IS LOCATED WEST OF THE CENTERLINE INTERSECTION OF ELK GROVE JS1193'BLVD AND GRANT LINE ROAD, 89.0 FT (27.1 M) SOUTH OF THE CENTERLINE OF JS1193'ELK GROVE BLVD, 40.5 FT (12.3 M) NORTHWEST OF THE CENTERLINE OF GRANT JS1193'LINE ROAD, 3.8 FT (1.2 M) EAST OF A GUYED TELEPHONE POLE, 1.5 FT (0.5 JS1193'M) WEST OF A METAL WITNESS POST, LEVEL WITH GRANT LINE ROAD AND JS1193'PROJECTS 0.2 FT (0.1 M) ABOVE GROUND. THIS STATION WAS OCCUPIED AS JS1193'PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. JS1193 JS1193 STATION RECOVERY (1997) JS1193 JS1193'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS1193'THE STATION WAS RECOVERED. TO REACH THE STATION FROM THE INTERSECTION JS1193'OF STATE HIGHWAY 99 AND ELK GROVE BOULEVARD, GO EAST ON ELK GROVE JS1193'BOULEVARD FOR 0.7 MI (1.1 KM) TO WILLIAMSON DRIVE. CONTINUE EAST ON JS1193'ELK GROVE BOULEVARD FOR 2.75 MI (4.43 KM) TO A T-INTERSECTION WITH JS1193'GRANT LINE ROAD AND THE STATION ON THE RIGHT (SOUTH) , JUST NORTH OF A JS1193'TELEPHONE POLE ON THE WEST SIDE OF GRANT LINE ROAD. THE STATION WAS JS1193'OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA JS1193'GPS/VERTICAL PROJECT. JS1193 JS1193 STATION RECOVERY (2002) JS1193 JS1193'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS1193'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS1193'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS1193 JS1193 STATION RECOVERY (2004) JS1193 JS1193'RECOVERY NOTE BY CALTRANS 2004 (RLM) JS1193'RECOVERED IN GOOD CONDITION. JS1193 JS1193 STATION RECOVERY (2004) JS1193 JS1193'RECOVERY NOTE BY WOOD RODGERS INC 2004 (MJS) JS1193'APPEARS DISTURBED JS1193'DID NOT FIT DATASHEET POSITION JS1193 JS1193 STATION RECOVERY (2004) JS1193 JS1193'RECOVERY NOTE BY BESTOR ENGINEERS INCORPORATED 2004 (SDT) JS1193'RECOVERED IN GOOD CONDITION. JS1193 JS1193 STATION RECOVERY (2004) JS1193 JS1193'RECOVERY NOTE BY CALTRANS 2004 (DWM) JS1193'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS JS1193'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT JS1193'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6508 *********************************************************************** DH6508 DESIGNATION - MURIETA DH6508 PID - DH6508 DH6508 STATE/COUNTY- CA/SACRAMENTO DH6508 USGS QUAD - SLOUGHHOUSE (1993) DH6508 DH6508 *CURRENT SURVEY CONTROL DH6508 ___________________________________________________________________ DH6508* NAD 83(1998)- 38 29 41.56713(N) 121 07 45.46179(W) ADJUSTED DH6508* NAVD 88 - 47.1 (meters) 155. (feet) GPS OBS DH6508 ___________________________________________________________________ DH6508 EPOCH DATE - 2004.69 DH6508 X - -2,584,047.109 (meters) COMP DH6508 Y - -4,278,676.118 (meters) COMP DH6508 Z - 3,948,595.293 (meters) COMP DH6508 LAPLACE CORR- 5.10 (seconds) DEFLEC99 DH6508 ELLIP HEIGHT- 17.24 (meters) (09/28/05) GPS OBS DH6508 GEOID HEIGHT- -29.82 (meters) GEOID03 DH6508 DH6508 HORZ ORDER - B DH6508 ELLP ORDER - FOURTH CLASS I DH6508 DH6508.The horizontal coordinates were established by GPS observations DH6508.and adjusted by the National Geodetic Survey in September 2005. DH6508.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6508.DATUM ITEM on the data sheet items page. DH6508.The horizontal coordinates are valid at the epoch date displayed above. DH6508.The epoch date for horizontal control is a decimal equivalence DH6508.of Year/Month/Day. DH6508 DH6508.The orthometric height was determined by GPS observations and a DH6508.high-resolution geoid model. DH6508 DH6508.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6508 DH6508.The Laplace correction was computed from DEFLEC99 derived deflections. DH6508 DH6508.The ellipsoidal height was determined by GPS observations DH6508.and is referenced to NAD 83. DH6508 DH6508.The geoid height was determined by GEOID03. DH6508 DH6508; North East Units Scale Factor Converg. DH6508;SPC CA 2 - 592,300.805 2,075,955.741 MT 0.99996729 +0 32 56.2 DH6508;SPC CA 2 - 1,943,240.22 6,810,864.79 sFT 0.99996729 +0 32 56.2 DH6508;UTM 10 - 4,262,383.334 663,139.644 MT 0.99992776 +1 09 52.8 DH6508 DH6508! - Elev Factor x Scale Factor = Combined Factor DH6508!SPC CA 2 - 0.99999729 x 0.99996729 = 0.99996459 DH6508!UTM 10 - 0.99999729 x 0.99992776 = 0.99992506 DH6508 DH6508 SUPERSEDED SURVEY CONTROL DH6508 DH6508.No superseded survey control is available for this station. DH6508 DH6508_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH6314062383(NAD 83) DH6508_MARKER: DD = SURVEY DISK DH6508_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER DH6508_SP_SET: CONCRETE ANCHORED TO LAVA FLOW DH6508_STAMPING: MURIETA 2004 DH6508_MARK LOGO: CADT DH6508_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6508+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004 DH6508 DH6508 HISTORY - Date Condition Report By DH6508 HISTORY - 20040805 MONUMENTED CADT DH6508 DH6508 STATION DESCRIPTION DH6508 DH6508'DESCRIBED BY CALTRANS 2004 (FTC) DH6508'THE STATION IS LOCATED IN SACRAMENTO COUNTY NEAR RANCHO MURIETA, ABOUT DH6508'20.3 KM SOUTH OF FOLSOM, 18.6 KM SOUTHEAST OF RANCHO CORDOVA, AND DH6508'10.9 KM NORTHEAST OF WILTON. DH6508' DH6508'TO REACH THE STATION FROM THE INTERSECTION OF MURIETA PARKWAY AND DH6508'STATE HIGHWAY 16 (A.K.A. JACKSON HIGHWAY) IN RANCHO MURIETA, PROCEED DH6508'WEST 2.78 KM ON STATE HIGHWAY 16 TO THE STATION ON THE LEFT AT DH6508'HIGHWAY POST MILE 17.75. DH6508' DH6508'THE STATION IS AN ALUMINUM ALLOY CADT/CSRC SURVEY DISK ANCHORED TO A DH6508'BELOW GRADE LAVA FLOW WITH REBAR AND A CONCRETE CAP TO GRADE. THE DH6508'STATION LIES 21.6 M EAST OF THE CENTERLINE OF A GRAVEL DRIVE, 15.7 M DH6508'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 14.3 M WEST OF A BRACE POST DH6508'AT AN ANGLE POINT IN A WIRE FENCE, 8.9 M SOUTH OF A WATER PUMP MAILBOX DH6508'POST FOR ADDRESS NO. 14150, 1.3 M NORTH OF A WIRE R/W FENCE AND A DH6508'STEEL GUARD POST, AND ABOUT LEVEL WITH THE HIGHWAY. THIS STATION WAS DH6508'OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS DH6508'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS1336 *********************************************************************** JS1336 HT_MOD - This is a Height Modernization Survey Station. JS1336 DESIGNATION - N 794 JS1336 PID - JS1336 JS1336 STATE/COUNTY- CA/SACRAMENTO JS1336 USGS QUAD - GALT (1980) JS1336 JS1336 *CURRENT SURVEY CONTROL JS1336 ___________________________________________________________________ JS1336* NAD 83(1998)- 38 17 05.46543(N) 121 15 51.79522(W) ADJUSTED JS1336* NAVD 88 - 20.86 (meters) 68.4 (feet) GPS OBS JS1336 ___________________________________________________________________ JS1336 EPOCH DATE - 2002.86 JS1336 X - -2,601,631.185 (meters) COMP JS1336 Y - -4,284,929.030 (meters) COMP JS1336 Z - 3,930,304.889 (meters) COMP JS1336 LAPLACE CORR- 4.93 (seconds) DEFLEC99 JS1336 ELLIP HEIGHT- -9.90 (meters) (10/28/05) GPS OBS JS1336 GEOID HEIGHT- -30.77 (meters) GEOID03 JS1336 JS1336 HORZ ORDER - B JS1336 VERT ORDER - FIRST CLASS II (See Below) JS1336 ELLP ORDER - FOURTH CLASS I JS1336 JS1336.The horizontal coordinates were established by GPS observations JS1336.and adjusted by the National Geodetic Survey in October 2005. JS1336.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS1336.DATUM ITEM on the data sheet items page. JS1336.The horizontal coordinates are valid at the epoch date displayed above. JS1336.The epoch date for horizontal control is a decimal equivalence JS1336.of Year/Month/Day. JS1336 JS1336.The orthometric height was determined by GPS observations and a JS1336.high-resolution geoid model using precise GPS observation and JS1336.processing techniques. JS1336.The vertical order pertains to the NGVD 29 superseded value. JS1336 JS1336.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS1336 JS1336.The Laplace correction was computed from DEFLEC99 derived deflections. JS1336 JS1336.The ellipsoidal height was determined by GPS observations JS1336.and is referenced to NAD 83. JS1336 JS1336.The geoid height was determined by GEOID03. JS1336 JS1336; North East Units Scale Factor Converg. JS1336;SPC CA 2 - 568,883.744 2,064,359.961 MT 1.00001135 +0 27 49.6 JS1336;SPC CA 2 - 1,866,412.75 6,772,820.97 sFT 1.00001135 +0 27 49.6 JS1336;UTM 10 - 4,238,845.368 651,796.275 MT 0.99988378 +1 04 31.9 JS1336 JS1336! - Elev Factor x Scale Factor = Combined Factor JS1336!SPC CA 2 - 1.00000155 x 1.00001135 = 1.00001290 JS1336!UTM 10 - 1.00000155 x 0.99988378 = 0.99988533 JS1336 JS1336 SUPERSEDED SURVEY CONTROL JS1336 JS1336 NAD 83(1998)- 38 17 05.46543(N) 121 15 51.79523(W) AD(2002.86) B JS1336 NAD 83(1998)- 38 17 05.46606(N) 121 15 51.79620(W) AD(2004.69) B JS1336 NAD 83(1992)- 38 17 05.46362(N) 121 15 51.79279(W) AD(1997.30) B JS1336 ELLIP H (07/10/98) -9.94 (m) GP(1997.30) 4 1 JS1336 NAD 83(1992)- 38 17 05.46328(N) 121 15 51.79318(W) AD(1997.30) B JS1336 ELLIP H (05/14/98) -9.85 (m) GP(1997.30) 3 1 JS1336 NGVD 29 (??/??/92) 20.154 (m) 66.12 (f) ADJ UNCH 1 2 JS1336 JS1336.Superseded values are not recommended for survey control. JS1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1336.See file dsdata.txt to determine how the superseded data were derived. JS1336 JS1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH5179638845(NAD 83) JS1336_MARKER: DB = BENCH MARK DISK JS1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT JS1336_STAMPING: N 794 1946 JS1336_MARK LOGO: CGS JS1336_MAGNETIC: N = NO MAGNETIC MATERIAL JS1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1336+STABILITY: SURFACE MOTION JS1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS1336+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 JS1336 JS1336 HISTORY - Date Condition Report By JS1336 HISTORY - 1946 MONUMENTED CGS JS1336 HISTORY - 1958 GOOD NGS JS1336 HISTORY - 19970829 GOOD BOR JS1336 HISTORY - 20021105 GOOD CADWR JS1336 HISTORY - 20021122 GOOD CADWR JS1336 HISTORY - 20040408 GOOD CADT JS1336 HISTORY - 20041005 GOOD CADT JS1336 JS1336 STATION DESCRIPTION JS1336 JS1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 JS1336'3.4 MI NE FROM GALT. JS1336'3.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD JS1336'FROM THE STATION AT GALT, IN R6E T5N S13, 47 1/2 FEET SOUTH OF JS1336'THE CENTER OF THE CROSSING OF CHEROKEE LANE (RAILROAD CROSSING JS1336'115.2 D.G.), 14.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 29 FEET JS1336'SOUTHWEST OF THE CENTER LINE OF THE LANE, 61 FEET NORTHWEST OF JS1336'A POWER LINE POLE WITH TWO GUY WIRES, 1.0 FOOT NORTHWEST OF A JS1336'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE TRACK, AND SET IN JS1336'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. JS1336 JS1336 STATION RECOVERY (1997) JS1336 JS1336'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS1336'THE STATION WAS RECOVERED AND A COMPLETE NEW DESCRIPTION FOLLOWS. THE JS1336'STATION IS ABOUT 23.7 MI (38.1 KM) SOUTHEAST OF THE STATE CAPITOL IN JS1336'SACRAMENTO. TO REACH THE STATION FROM THE INTERSECTION OF STATE JS1336'HIGHWAY 99 AND TWIN CITIES ROAD, GO EAST ON TWIN CITIES ROAD FOR 1.6 JS1336'MI (2.6 KM) TO THE INTERSECTION OF MARENGO ROAD. CONTINUE EAST FOR JS1336'1.0 MI (1.6 KM) TO THE INTERSECTION OF CHEROKEE LANE. TURN RIGHT AND JS1336'GO SOUTH ON CHEROKEE LANE FOR 0.45 MI (0.72 KM) TO THE CROSSING OF THE JS1336'SOUTHERN PACIFIC RAILROAD TRACKS AND THE STATION ON THE RIGHT JUST JS1336'SOUTH OF THE TRACKS. IF HEADING NORTHBOUND ON STATE HIGHWAY 99, TAKE JS1336'THE SIMMERHORN EXIT. FROM THE INTERSECTION OF THE OFFRAMP AND JS1336'SIMMERHORN ROAD, GO EAST ON SIMMERHORN ROAD FOR 1.55 MI (2.49 KM) TO JS1336'THE INTERSECTION OF CHEROKEE LANE. TURN LEFT AND GO NORTH ON CHEROKEE JS1336'LANE FOR 1.55 MI (2.49 KM) TO THE RAILROAD TRACKS AND THE STATION ON JS1336'THE LEFT. THE STATION IS A BENCH MARK DISK SET IN THE TOP OF A JS1336'CHIPPED 12-INCH SQUARE CONCRETE POST, PROJECTING ABOUT 0.1 FT (0.0 M) JS1336'AND TILTING 8 DEGREES TO THE SOUTHWEST, ON THE EAST EDGE OF A PILE OF JS1336'BALLAST ROCK, IN A SLIGHTLY RAISED AREA. THE STATION IS 81.3 FT (24.8 JS1336'M) SOUTH OF A TELEPHONE POLE, 61.0 FT (18.6 M) NORTH OF TELEPHONE POLE JS1336'NUMBER 12996, 24.4 FT (7.4 M) WEST OF CENTERLINE OF CHEROKEE LANE, 14 JS1336'FT (4.3 M) SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, AND ABOUT JS1336'1.2 FT (0.4 M) ABOVE THE LEVEL OF THE LANE. IF THE BALLAST ROCK IS JS1336'MOVED OR REMOVED, OR THE AREA LEVELED, THE STATION MAY BE DISTURBED. JS1336'THE STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER JS1336'DELTA GPS/VERTICAL PROJECT. JS1336 JS1336 STATION RECOVERY (2002) JS1336 JS1336'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS1336'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS1336'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS1336 JS1336 STATION RECOVERY (2002) JS1336 JS1336'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS1336'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS1336'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS1336 JS1336 STATION RECOVERY (2004) JS1336 JS1336'RECOVERY NOTE BY CALTRANS 2004 (RLM) JS1336'RECOVERED IN GOOD CONDITION. JS1336 JS1336 STATION RECOVERY (2004) JS1336 JS1336'RECOVERY NOTE BY CALTRANS 2004 (DWM) JS1336'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS JS1336'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT JS1336'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9878 *********************************************************************** AE9878 HT_MOD - This is a Height Modernization Survey Station. AE9878 DESIGNATION - NEW HOPE AE9878 PID - AE9878 AE9878 STATE/COUNTY- CA/SACRAMENTO AE9878 USGS QUAD - THORNTON (1978) AE9878 AE9878 *CURRENT SURVEY CONTROL AE9878 ___________________________________________________________________ AE9878* NAD 83(1998)- 38 14 23.69796(N) 121 24 10.23042(W) ADJUSTED AE9878* NAVD 88 - 4.29 (meters) 14.1 (feet) GPS OBS AE9878 ___________________________________________________________________ AE9878 EPOCH DATE - 2002.86 AE9878 X - -2,613,580.473 (meters) COMP AE9878 Y - -4,281,254.656 (meters) COMP AE9878 Z - 3,926,377.906 (meters) COMP AE9878 LAPLACE CORR- 5.17 (seconds) DEFLEC99 AE9878 ELLIP HEIGHT- -26.99 (meters) (10/28/05) GPS OBS AE9878 GEOID HEIGHT- -31.30 (meters) GEOID03 AE9878 AE9878 HORZ ORDER - FIRST AE9878 ELLP ORDER - FOURTH CLASS I AE9878 AE9878.The horizontal coordinates were established by GPS observations AE9878.and adjusted by the National Geodetic Survey in October 2005. AE9878.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9878.DATUM ITEM on the data sheet items page. AE9878.The horizontal coordinates are valid at the epoch date displayed above. AE9878.The epoch date for horizontal control is a decimal equivalence AE9878.of Year/Month/Day. AE9878 AE9878.The orthometric height was determined by GPS observations and a AE9878.high-resolution geoid model using precise GPS observation and AE9878.processing techniques. AE9878 AE9878.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9878 AE9878.The Laplace correction was computed from DEFLEC99 derived deflections. AE9878 AE9878.The ellipsoidal height was determined by GPS observations AE9878.and is referenced to NAD 83. AE9878 AE9878.The geoid height was determined by GEOID03. AE9878 AE9878; North East Units Scale Factor Converg. AE9878;SPC CA 2 - 563,807.047 2,052,279.340 MT 1.00002249 +0 22 35.4 AE9878;SPC CA 2 - 1,849,756.95 6,733,186.47 sFT 1.00002249 +0 22 35.4 AE9878;UTM 10 - 4,233,640.733 639,772.430 MT 0.99984060 +0 59 19.4 AE9878 AE9878! - Elev Factor x Scale Factor = Combined Factor AE9878!SPC CA 2 - 1.00000424 x 1.00002249 = 1.00002673 AE9878!UTM 10 - 1.00000424 x 0.99984060 = 0.99984483 AE9878 AE9878 SUPERSEDED SURVEY CONTROL AE9878 AE9878 NAD 83(1992)- 38 14 23.69661(N) 121 24 10.22814(W) AD(1997.30) 1 AE9878 ELLIP H (07/10/98) -27.01 (m) GP(1997.30) 4 1 AE9878 NAD 83(1992)- 38 14 23.69616(N) 121 24 10.22834(W) AD(1997.30) 1 AE9878 ELLIP H (05/14/98) -26.93 (m) GP(1997.30) 3 1 AE9878 AE9878.Superseded values are not recommended for survey control. AE9878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9878.See file dsdata.txt to determine how the superseded data were derived. AE9878 AE9878_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3977233641(NAD 83) AE9878_MARKER: DD = SURVEY DISK AE9878_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL AE9878+WITH SETTING: INFORMATION. AE9878_STAMPING: NEW HOPE 1997 AE9878_MARK LOGO: BOR AE9878_PROJECTION: FLUSH AE9878_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AE9878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9878+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005 AE9878_ROD/PIPE-DEPTH: 1.30 meters AE9878_SLEEVE-DEPTH : 1.2 meters AE9878 AE9878 HISTORY - Date Condition Report By AE9878 HISTORY - 1997 MONUMENTED BOR AE9878 HISTORY - 20021122 GOOD CADWR AE9878 HISTORY - 20050818 GOOD CADWR AE9878 AE9878 STATION DESCRIPTION AE9878 AE9878'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9878'THE STATION IS ABOUT 23.8 MI (38.3 KM) SOUTH-SOUTHEAST OF THE STATE AE9878'CAPITOL IN SACRAMENTO, 5.4 MI (8.7 KM) WEST OF GALT, AND 1.6 MI (2.6 AE9878'KM) NORTHEAST OF THORNTON. TO REACH THE STATION FROM THE INTERSTATE AE9878'HIGHWAY 5/WALNUT GROVE- THORNTON ROAD INTERCHANGE, GO EAST ON THORNTON AE9878'ROAD FOR ABOUT 0.4 MI (0.6 KM) TO THE T-INTERSECTION OF SACRAMENTO AE9878'BOULEVARD ON THE LEFT. TURN LEFT AND GO NORTH ON SACRAMENTO BLVD FOR AE9878'0.4 MI (0.6 KM) TO THE T-INTERSECTION OF NEW HOPE ROAD. TURN RIGHT AE9878'AND GO EAST ON NEW HOPE ROAD FOR 0.25 MI (0.40 KM) TO A T-INTERSECTION AE9878'WITH NOWELL ROAD ON THE RIGHT. TURN LEFT AND GO NORTH AND EAST ON NEW AE9878'HOPE ROAD FOR 1.35 MI (2.17 KM) TO THE STATION ON THE RIGHT, ON THE AE9878'SOUTH SHOULDER OF THE ROAD, JUST WEST OF A REVERSE-CURVE. THE STATION AE9878'IS A 2 1/2 INCH DIAMETER ALUMINUM ALLOY DOMED CAP WITH MAGNET, SET 0.2 AE9878'FT (0.1 M) BELOW GROUND, ATTACHED TO AN ALUMINUM ROD DRIVEN 4.3 FT AE9878'(1.3 M) TO REFUSAL, ENCASED IN A SAND FILLED 4-INCH DIAMETER PVC PIPE AE9878'SET TO A DEPTH OF 4 FT (1.2 M) IN A 1 FT (0.3 M) DIAMETER AE9878'CONCRETE-FILLED HOLE 4 FT (1.2 M) DEEP. THE STATION IS ABOUT 317 FT AE9878'(96.6 M) EAST OF A POWER POLE, 137.4 FT (41.9 M) WEST OF A POWER POLE, AE9878'11.8 FT (3.6 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT, ABOUT 1 FT (0.3 AE9878'M) LOWER THAN THE ROAD, AND 2.2 FT (0.7 M) NORTH OF A CARSONITE AE9878'WITNESS POST. THE STATION WAS OCCUPIED AS PART OF THE SAN AE9878'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. (RWK) AE9878 AE9878 STATION RECOVERY (2002) AE9878 AE9878'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9878'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR AE9878'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. AE9878 AE9878 STATION RECOVERY (2005) AE9878 AE9878'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 (NRB) AE9878'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9879 *********************************************************************** AE9879 HT_MOD - This is a Height Modernization Survey Station. AE9879 DESIGNATION - PELLANDINI AE9879 PID - AE9879 AE9879 STATE/COUNTY- CA/SACRAMENTO AE9879 USGS QUAD - GALT (1980) AE9879 AE9879 *CURRENT SURVEY CONTROL AE9879 ___________________________________________________________________ AE9879* NAD 83(1998)- 38 17 27.89901(N) 121 21 00.41124(W) ADJUSTED AE9879* NAVD 88 - 10.44 (meters) 34.3 (feet) GPS OBS AE9879 ___________________________________________________________________ AE9879 EPOCH DATE - 2004.69 AE9879 X - -2,607,812.095 (meters) COMP AE9879 Y - -4,280,658.468 (meters) COMP AE9879 Z - 3,930,841.207 (meters) COMP AE9879 LAPLACE CORR- 4.94 (seconds) DEFLEC99 AE9879 ELLIP HEIGHT- -20.57 (meters) (09/28/05) GPS OBS AE9879 GEOID HEIGHT- -31.00 (meters) GEOID03 AE9879 AE9879 HORZ ORDER - B AE9879 ELLP ORDER - FOURTH CLASS I AE9879 AE9879.The horizontal coordinates were established by GPS observations AE9879.and adjusted by the National Geodetic Survey in September 2005. AE9879.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9879.DATUM ITEM on the data sheet items page. AE9879.The horizontal coordinates are valid at the epoch date displayed above. AE9879.The epoch date for horizontal control is a decimal equivalence AE9879.of Year/Month/Day. AE9879 AE9879.The orthometric height was determined by GPS observations and a AE9879.high-resolution geoid model using precise GPS observation and AE9879.processing techniques. AE9879 AE9879.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9879 AE9879.The Laplace correction was computed from DEFLEC99 derived deflections. AE9879 AE9879.The ellipsoidal height was determined by GPS observations AE9879.and is referenced to NAD 83. AE9879 AE9879.The geoid height was determined by GEOID03. AE9879 AE9879; North East Units Scale Factor Converg. AE9879;SPC CA 2 - 569,518.274 2,056,854.781 MT 1.00000985 +0 24 35.0 AE9879;SPC CA 2 - 1,868,494.54 6,748,197.73 sFT 1.00000985 +0 24 35.0 AE9879;UTM 10 - 4,239,399.581 644,285.799 MT 0.99985639 +1 01 21.1 AE9879 AE9879! - Elev Factor x Scale Factor = Combined Factor AE9879!SPC CA 2 - 1.00000323 x 1.00000985 = 1.00001308 AE9879!UTM 10 - 1.00000323 x 0.99985639 = 0.99985962 AE9879 AE9879 SUPERSEDED SURVEY CONTROL AE9879 AE9879 NAD 83(1998)- 38 17 27.89860(N) 121 21 00.41053(W) AD(2002.86) 1 AE9879 ELLIP H (10/28/05) -20.54 (m) GP( ) 4 1 AE9879 NAD 83(1992)- 38 17 27.89696(N) 121 21 00.40794(W) AD(1997.30) 1 AE9879 ELLIP H (07/10/98) -20.56 (m) GP(1997.30) 4 1 AE9879 NAD 83(1992)- 38 17 27.89650(N) 121 21 00.40813(W) AD(1997.30) 1 AE9879 ELLIP H (05/14/98) -20.47 (m) GP(1997.30) 3 1 AE9879 AE9879.Superseded values are not recommended for survey control. AE9879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9879.See file dsdata.txt to determine how the superseded data were derived. AE9879 AE9879_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4428639400(NAD 83) AE9879_MARKER: DD = SURVEY DISK AE9879_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL AE9879+WITH SETTING: INFORMATION. AE9879_STAMPING: PELLANDINI 1997 AE9879_MARK LOGO: BOR AE9879_PROJECTION: FLUSH AE9879_MAGNETIC: N = NO MAGNETIC MATERIAL AE9879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE9879+STABILITY: SURFACE MOTION AE9879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9879+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 AE9879_ROD/PIPE-DEPTH: 2.10 meters AE9879_SLEEVE-DEPTH : 1.2 meters AE9879 AE9879 HISTORY - Date Condition Report By AE9879 HISTORY - 1997 MONUMENTED BOR AE9879 HISTORY - 20021122 GOOD CADWR AE9879 HISTORY - 20041005 GOOD CADT AE9879 AE9879 STATION DESCRIPTION AE9879 AE9879'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9879'THE STATION IS ABOUT 21.2 MI (34.1 KM) SOUTH-SOUTHEAST OF THE STATE AE9879'CAPITOL IN SACRAMENTO, ABOUT 9.4 MI (15.1 KM) EAST-NORTHEAST OF WALNUT AE9879'GROVE, AND ABOUT 3.8 MI (6.1 KM) NORTHWEST OF GALT. TO REACH THE AE9879'STATION FROM THE STATE HIGHWAY 99/TWIN CITIES ROAD INTERCHANGE, GO AE9879'WEST ON TWIN CITIES ROAD FOR 2.05 MI (3.30 KM) TO A DIRT FARM ROAD ON AE9879'THE RIGHT, AND THE STATION ON THE RIGHT, ON THE SOUTH EDGE OF A FARM AE9879'FIELD. TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 5/TWIN CITIES AE9879'ROAD INTERCHANGE, GO NORTHEAST AND EAST ON TWIN CITIES ROAD FOR 2.1 MI AE9879'(3.4 KM) TO THE INTERSECTION OF BRUCEVILLE ROAD. CONTINUE EAST ON AE9879'TWIN CITIES ROAD FOR ANOTHER 3.7 MI (6.0 KM) TO THE INTERSECTION OF AE9879'PELLANDINI ROAD ON THE RIGHT. CONTINUE EAST FOR ABOUT 300 FT (91.4 M) AE9879'TO A DIRT FARM ROAD AND THE STATION ON THE LEFT. THE STATION IS A 2 AE9879'1/2 INCH DIAMETER ALUMINUM ALLOY DOMED CAP WITH MAGNET, SET 0.2 FT AE9879'(0.1 M) BELOW GROUND, ATTACHED TO AN ALUMINUM ROD DRIVEN 7.0 FT (2.1 AE9879'M) TO REFUSAL, ENCASED IN A SAND FILLED 4-INCH DIAMETER PVC PIPE SET AE9879'TO A DEPTH OF 4 FT (1.2 M) IN A 1 FT (0.3 M) DIAMETER CONCRETE-FILLED AE9879'HOLE 4 FT (1.2 M) DEEP AND FLUSH WITH THE GROUND. THE STATION IS AE9879'ABOUT 315 FT (96.0 M) EAST OF CENTERLINE OF PELLANDINI ROAD, 57.8 FT AE9879'(17.6 M) SOUTH-SOUTHEAST OF A 12-INCH DIAMETER CONCRETE STANDPIPE AE9879'ABOUT 8-FT HIGH, 30.2 FT (9.2 M) NORTH OF THE CENTERLINE OF TWIN AE9879'CITIES ROAD, ABOUT 13.6 FT (4.1 M) EAST OF THE CENTERLINE OF THE DIRT AE9879'TRACK ROAD, 2.0 FT (0.6 M) WEST OF A 9X9 INCH SQUARE WOOD FENCEPOST, AE9879'ABOUT 1 FT (0.3 M) ABOVE THE LEVEL OF TWIN CITIES ROAD, AND IN LINE AE9879'WITH AN EAST-WEST FENCELINE. THE STATION IS 1.0 FT (0.3 M) SOUTH OF A AE9879'CARSONITE WITNESS POST. THE STATION WAS OCCUPIED AS PART OF THE SAN AE9879'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. (RWK) AE9879 AE9879 STATION RECOVERY (2002) AE9879 AE9879'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9879'RECOVERED AS DESCRIBED. MONUMENT IS ALUMINUM ALLOY ROD. THE STATION AE9879'WAS OBSERVED AS PART OF THE DWR DELTA 2002 SUBSIDENCE NETWORK HEIGHT AE9879'MODERNIZATION SURVEY. AE9879 AE9879 STATION RECOVERY (2004) AE9879 AE9879'RECOVERY NOTE BY CALTRANS 2004 (RLM) AE9879'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AE9879'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AE9879'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9869 *********************************************************************** AE9869 HT_MOD - This is a Height Modernization Survey Station. AE9869 DESIGNATION - POTTER AE9869 PID - AE9869 AE9869 STATE/COUNTY- CA/SACRAMENTO AE9869 USGS QUAD - JERSEY ISLAND (1978) AE9869 AE9869 *CURRENT SURVEY CONTROL AE9869 ___________________________________________________________________ AE9869* NAD 83(1998)- 38 02 22.22563(N) 121 44 51.42673(W) ADJUSTED AE9869* NAVD 88 - -2.07 (meters) -6.8 (feet) GPS OBS AE9869 ___________________________________________________________________ AE9869 EPOCH DATE - 2002.86 AE9869 X - -2,646,521.040 (meters) COMP AE9869 Y - -4,277,127.629 (meters) COMP AE9869 Z - 3,908,877.367 (meters) COMP AE9869 LAPLACE CORR- -0.97 (seconds) DEFLEC99 AE9869 ELLIP HEIGHT- -34.45 (meters) (10/28/05) GPS OBS AE9869 GEOID HEIGHT- -32.39 (meters) GEOID03 AE9869 AE9869 HORZ ORDER - FIRST AE9869 ELLP ORDER - FOURTH CLASS I AE9869 AE9869.The horizontal coordinates were established by GPS observations AE9869.and adjusted by the National Geodetic Survey in October 2005. AE9869.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9869.DATUM ITEM on the data sheet items page. AE9869.The horizontal coordinates are valid at the epoch date displayed above. AE9869.The epoch date for horizontal control is a decimal equivalence AE9869.of Year/Month/Day. AE9869 AE9869.The orthometric height was determined by GPS observations and a AE9869.high-resolution geoid model using precise GPS observation and AE9869.processing techniques. AE9869 AE9869.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9869 AE9869.The Laplace correction was computed from DEFLEC99 derived deflections. AE9869 AE9869.The ellipsoidal height was determined by GPS observations AE9869.and is referenced to NAD 83. AE9869 AE9869.The geoid height was determined by GEOID03. AE9869 AE9869; North East Units Scale Factor Converg. AE9869;SPC CA 2 - 541,419.716 2,022,157.122 MT 1.00007957 +0 09 32.8 AE9869;SPC CA 2 - 1,776,307.85 6,634,360.49 sFT 1.00007957 +0 09 32.8 AE9869;UTM 10 - 4,210,938.618 609,898.859 MT 0.99974875 +0 46 18.5 AE9869 AE9869! - Elev Factor x Scale Factor = Combined Factor AE9869!SPC CA 2 - 1.00000541 x 1.00007957 = 1.00008498 AE9869!UTM 10 - 1.00000541 x 0.99974875 = 0.99975415 AE9869 AE9869 SUPERSEDED SURVEY CONTROL AE9869 AE9869 NAD 83(1992)- 38 02 22.22383(N) 121 44 51.42402(W) AD(1997.30) 1 AE9869 ELLIP H (07/10/98) -34.42 (m) GP(1997.30) 4 1 AE9869 NAD 83(1992)- 38 02 22.22339(N) 121 44 51.42437(W) AD(1997.30) 1 AE9869 ELLIP H (05/14/98) -34.33 (m) GP(1997.30) 3 1 AE9869 AE9869.Superseded values are not recommended for survey control. AE9869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9869.See file dsdata.txt to determine how the superseded data were derived. AE9869 AE9869_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH0989910939(NAD 83) AE9869_MARKER: DD = SURVEY DISK AE9869_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE9869_STAMPING: POTTER 1997 AE9869_MARK LOGO: BOR AE9869_PROJECTION: FLUSH AE9869_MAGNETIC: N = NO MAGNETIC MATERIAL AE9869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9869+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2002 AE9869_ROD/PIPE-DEPTH: 10.0 meters AE9869 AE9869 HISTORY - Date Condition Report By AE9869 HISTORY - 1997 MONUMENTED BOR AE9869 HISTORY - 20021205 GOOD CADWR AE9869 AE9869 STATION DESCRIPTION AE9869 AE9869'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9869'THE STATION IS ABOUT 8.6 MI (13.8 KM) SOUTH-SOUTHWEST OF RIO VISTA, 4 AE9869'MI (6.4 KM) EAST-NORTHEAST OF ANTIOCH, AND 3.6 MI (5.8 KM) NORTHWEST AE9869'OF OAKLEY, ON SHERMAN ISLAND, EAST OF STATE HIGHWAY 160, WHERE THE OLD AE9869'HIGHWAY CROSSES MAYBERRY SLOUGH. TO REACH THE STATION FROM THE AE9869'INTERSECTION OF STATE HIGHWAYS 12 AND 160 NEAR RIO VISTA, GO SOUTH ON AE9869'HIGHWAY 160 FOR ABOUT 8.15 MI (13.12 KM) TO THE INTERSECTION OF AE9869'SHERMAN ISLAND ROAD ON THE LEFT (EAST) . TURN LEFT AND GO AE9869'SOUTHEASTERLY ON SHERMAN ISLAND ROAD FOR ABOUT 0.33 MI (0.53 KM) TO A AE9869'PAVED SIDE ROAD ON THE RIGHT, THE OLD HIGHWAY. TURN RIGHT AND GO AE9869'SOUTHERLY FOR ABOUT 0.3 MI (0.5 KM) TO A GATE (SEE DWR CONTACT BELOW) AE9869'. CONTINUE SOUTH FOR ANOTHER 0.8 MI (1.3 KM) TO A DIRT SIDE ROAD TO AE9869'THE RIGHT (WEST) AND THE STATION AHEAD, IN THE SOUTHWEST QUADRANT OF AE9869'THE INTERSECTION, TO THE NORTH OF THE FENCE AND WEST OF THE OLD AE9869'HIGHWAY, WEST OF A 22-FT WIDE METAL GATE IN A 4 1/2-FT HIGH WIRE FENCE AE9869'ACROSS THE OLD HIGHWAY. TO REACH FROM THE INTERSECTION OF STATE AE9869'HIGHWAYS 4 AND 160 EAST OF ANTIOCH, TRAVEL NORTH OVER THE ANTIOCH TOLL AE9869'BRIDGE FOR ABOUT 2.5 MI (4.0 KM) TO THE NORTH END OF THE BRIDGE. AE9869'CONTINUE NORTHEASTERLY FOR 1.4 MI (2.3 KM) TO SHERMAN ISLAND ROAD ON AE9869'THE RIGHT. TURN RIGHT AND GO SOUTHEASTERLY ON SHERMAN ISLAND ROAD AS AE9869'DESCRIBED ABOVE. THE STATION IS A 2 1/2 INCH DIAMETER ALUMINUM ALLOY AE9869'DOMED CAP WITH MAGNET, SET 0.2 FT (0.1 M) BELOW GROUND, ATTACHED TO AN AE9869'ALUMINUM ROD DRIVEN 17 FT (5.2 M) TO REFUSAL, ENCASED IN A SAND FILLED AE9869'4-INCH DIAMETER PVC PIPE SET TO A DEPTH OF 4 FT (1.2 M) IN A 1 FT (0.3 AE9869'M) DIAMETER CONCRETE-FILLED HOLE 4 FT (1.2 M) DEEP. THE STATION IS AE9869'ABOUT 64.9 FT (19.8 M) SOUTH OF THE CENTERLINE OF THE DIRT ROAD AE9869'HEADING WEST, 32 FT (9.8 M) WEST OF THE CENTERLINE OF THE OLD HIGHWAY, AE9869'13.9 FT (4.2 M) NORTHWEST OF A 6-INCH METAL FENCEPOST, 6.6 FT (2.0 M) AE9869'NORTHEAST OF A 3-INCH METAL FENCE CORNER POST, 5.3 FT (1.6 M) NORTH OF AE9869'THE WIRE FENCE, 5.1 FT (1.6 M) NORTH OF A CARSONITE WITNESS POST, 3.0 AE9869'FT (0.9 M) WEST OF THE EDGE OF THE PAVEMENT, AND ABOUT 0.5 FT (0.2 M) AE9869'BELOW THE LEVEL OF THE ROAD. CONTACT THE CALIFORNIA DEPARTMENT OF AE9869'WATER RESOURCES, SURVEYS SECTION, IN SACRAMENTO AT (916) 324-4834 AE9869'ABOUT ACCESS OR A KEY IF THE GATE IS LOCKED. THE STATION WAS OCCUPIED AE9869'AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL AE9869'PROJECT. (RWK) AE9869 AE9869 STATION RECOVERY (2002) AE9869 AE9869'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9869'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL NOTES. FROM HWY AE9869'12, DRIVE SOUTH ON HWY 160 FOR 8.15 MI TO A SIDE ROAD LEFT (EAST), AE9869'SHERMAN ISLAND LEVEE ROAD, JUST AFTER CROSSING THE BRIDGE OVER 3 MILE AE9869'SLOUGH. TURN LEFT AND DRIVE 0.33 MI SOUTHEASTERLY TO A PAVED SIDE AE9869'ROAD RIGHT, THE OLD HIGHWAY, WITH A GATE SOMETIMES LOCKED. ACCESS AE9869'REQUEST IS VIA CADWR. THE STATION WAS OBSERVED AS PART OF THE DWR AE9869'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6481 *********************************************************************** DH6481 DESIGNATION - PRAIRIE DH6481 PID - DH6481 DH6481 STATE/COUNTY- CA/SACRAMENTO DH6481 USGS QUAD - FOLSOM (1980) DH6481 DH6481 *CURRENT SURVEY CONTROL DH6481 ___________________________________________________________________ DH6481* NAD 83(1998)- 38 38 29.30591(N) 121 09 20.27470(W) ADJUSTED DH6481* NAVD 88 - 86.6 (meters) 284. (feet) GPS OBS DH6481 ___________________________________________________________________ DH6481 EPOCH DATE - 2004.69 DH6481 X - -2,580,780.744 (meters) COMP DH6481 Y - -4,268,832.279 (meters) COMP DH6481 Z - 3,961,343.366 (meters) COMP DH6481 LAPLACE CORR- 8.91 (seconds) DEFLEC99 DH6481 ELLIP HEIGHT- 56.82 (meters) (09/28/05) GPS OBS DH6481 GEOID HEIGHT- -29.72 (meters) GEOID03 DH6481 DH6481 HORZ ORDER - B DH6481 ELLP ORDER - FOURTH CLASS I DH6481 DH6481.The horizontal coordinates were established by GPS observations DH6481.and adjusted by the National Geodetic Survey in September 2005. DH6481.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6481.DATUM ITEM on the data sheet items page. DH6481.The horizontal coordinates are valid at the epoch date displayed above. DH6481.The epoch date for horizontal control is a decimal equivalence DH6481.of Year/Month/Day. DH6481 DH6481.The orthometric height was determined by GPS observations and a DH6481.high-resolution geoid model. DH6481 DH6481.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6481 DH6481.The Laplace correction was computed from DEFLEC99 derived deflections. DH6481 DH6481.The ellipsoidal height was determined by GPS observations DH6481.and is referenced to NAD 83. DH6481 DH6481.The geoid height was determined by GEOID03. DH6481 DH6481; North East Units Scale Factor Converg. DH6481;SPC CA 2 - 608,550.705 2,073,507.126 MT 0.99994441 +0 31 56.5 DH6481;SPC CA 2 - 1,996,553.44 6,802,831.30 sFT 0.99994441 +0 31 56.5 DH6481;UTM 10 - 4,278,605.362 660,516.081 MT 0.99991729 +1 09 07.0 DH6481 DH6481! - Elev Factor x Scale Factor = Combined Factor DH6481!SPC CA 2 - 0.99999108 x 0.99994441 = 0.99993550 DH6481!UTM 10 - 0.99999108 x 0.99991729 = 0.99990838 DH6481 DH6481 SUPERSEDED SURVEY CONTROL DH6481 DH6481.No superseded survey control is available for this station. DH6481 DH6481_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH6051678605(NAD 83) DH6481_MARKER: DD = SURVEY DISK DH6481_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6481_STAMPING: PRAIRIE 2004 DH6481_MARK LOGO: CADT DH6481_PROJECTION: FLUSH DH6481_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6481+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004 DH6481_ROD/PIPE-DEPTH: 7.41 meters DH6481_SLEEVE-DEPTH : N/A meters DH6481 DH6481 HISTORY - Date Condition Report By DH6481 HISTORY - 20040804 MONUMENTED CADT DH6481 DH6481 STATION DESCRIPTION DH6481 DH6481'DESCRIBED BY CALTRANS 2004 (FTC) DH6481'THE STATION IS LOCATED IN SACRAMENTO COUNTY NEAR NATOMA AT THE DH6481'JUNCTION OF US HIGHWAY 50 AND PRAIRIE CITY ROAD, ABOUT 8.0 KM DH6481'SOUTHWEST OF EL DORADO HILLS, 7.5 KM EAST OF ORANGEVALE, AND 4.1 KM DH6481'SOUTH OF FOLSOM. DH6481' DH6481'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 50 AND DH6481'PRAIRIE CITY ROAD IN NATOMA, PROCEED EAST ALONG THE EASTBOUND US DH6481'HIGHWAY 50 ONRAMP FROM NORTHBOUND PRAIRIE CITY ROAD 45 M TO THE DH6481'STATION ON THE RIGHT AT THE TOP OF THE FILL BANK. DH6481' DH6481'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6481'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6481'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 40.6 M DH6481'WEST OF LIGHT POLE NO. A 2651, 37.3 M EAST OF LIGHT POLE NO. A 2648, DH6481'14.2 M SOUTH OF A METAL BEAM GUARD RAIL , 6.5 M SOUTH OF THE SOUTH DH6481'EDGE OF PAVEMENT OF THE RAMP, 1.0 M NORTH OF A METAL GUARD POST, AND DH6481'ABOUT 0.5 M LOWER THAN THE RAMP. THIS STATION WAS OCCUPIED AS PART OF DH6481'A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT MODERNIZATION DH6481'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6507 *********************************************************************** DH6507 DESIGNATION - RANCHO SECO DH6507 PID - DH6507 DH6507 STATE/COUNTY- CA/SACRAMENTO DH6507 USGS QUAD - GOOSE CREEK (1980) DH6507 DH6507 *CURRENT SURVEY CONTROL DH6507 ___________________________________________________________________ DH6507* NAD 83(1998)- 38 21 57.58556(N) 121 04 34.58854(W) ADJUSTED DH6507* NAVD 88 - 58.2 (meters) 191. (feet) GPS OBS DH6507 ___________________________________________________________________ DH6507 EPOCH DATE - 2004.69 DH6507 X - -2,584,681.197 (meters) COMP DH6507 Y - -4,288,689.189 (meters) COMP DH6507 Z - 3,937,394.745 (meters) COMP DH6507 LAPLACE CORR- 3.99 (seconds) DEFLEC99 DH6507 ELLIP HEIGHT- 28.23 (meters) (09/28/05) GPS OBS DH6507 GEOID HEIGHT- -29.95 (meters) GEOID03 DH6507 DH6507 HORZ ORDER - B DH6507 ELLP ORDER - FOURTH CLASS I DH6507 DH6507.The horizontal coordinates were established by GPS observations DH6507.and adjusted by the National Geodetic Survey in September 2005. DH6507.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6507.DATUM ITEM on the data sheet items page. DH6507.The horizontal coordinates are valid at the epoch date displayed above. DH6507.The epoch date for horizontal control is a decimal equivalence DH6507.of Year/Month/Day. DH6507 DH6507.The orthometric height was determined by GPS observations and a DH6507.high-resolution geoid model. DH6507 DH6507.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6507 DH6507.The Laplace correction was computed from DEFLEC99 derived deflections. DH6507 DH6507.The ellipsoidal height was determined by GPS observations DH6507.and is referenced to NAD 83. DH6507 DH6507.The geoid height was determined by GEOID03. DH6507 DH6507; North East Units Scale Factor Converg. DH6507;SPC CA 2 - 578,040.803 2,080,726.217 MT 0.99999275 +0 34 56.6 DH6507;SPC CA 2 - 1,896,455.53 6,826,515.93 sFT 0.99999275 +0 34 56.6 DH6507;UTM 10 - 4,248,175.853 668,062.411 MT 0.99994785 +1 11 39.5 DH6507 DH6507! - Elev Factor x Scale Factor = Combined Factor DH6507!SPC CA 2 - 0.99999557 x 0.99999275 = 0.99998832 DH6507!UTM 10 - 0.99999557 x 0.99994785 = 0.99994342 DH6507 DH6507 SUPERSEDED SURVEY CONTROL DH6507 DH6507.No superseded survey control is available for this station. DH6507 DH6507_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH6806248176(NAD 83) DH6507_MARKER: DD = SURVEY DISK DH6507_SETTING: 36 = SET IN A MASSIVE STRUCTURE DH6507_SP_SET: HEADWALL CONCRETE BOX CULVERT DH6507_STAMPING: RANCHO SECO 2004 DH6507_MARK LOGO: CADT DH6507_MAGNETIC: N = NO MAGNETIC MATERIAL DH6507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6507+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004 DH6507 DH6507 HISTORY - Date Condition Report By DH6507 HISTORY - 20040805 MONUMENTED CADT DH6507 DH6507 STATION DESCRIPTION DH6507 DH6507'DESCRIBED BY CALTRANS 2004 (FTC) DH6507'THE STATION IS LOCATED IN SACRAMENTO COUNTY NEAR RANCHO SECO NUCLEAR DH6507'POWER PLANT, ABOUT 17.3 KM SOUTH OF RANCHO MURIETA, 13.0 KM EAST OF DH6507'WILTON, AND 11.7 KM WEST OF IONE. DH6507' DH6507'TO REACH THE STATION FROM THE SACRAMENTO/ AMADOR COUNTY LINE ON STATE DH6507'HIGHWAY 104 WEST OF IONE, PROCEED 5.05 KM WEST ON STATE HIGHWAY 104 DH6507'TO THE STATION ON THE LEFT AT HIGHWAY POST MILE 14.60. DH6507' DH6507'THE STATION IS A 2 1/2 IN CADT BRASS SURVEY DISK SET IN THE NORTHEAST DH6507'END OF A 0.30 M CONCRETE HEADWALL ON THE SOUTHEAST END OF A CONCRETE DH6507'BOX CULVERT UNDER THE HIGHWAY. THE STATION LIES 53.2 M EAST OF A DH6507'POWER POLE, 24.6 M WEST-SOUTHWEST OF A POWER POLE, 17.4 M NORTHEAST DH6507'OF THE CENTERLINE OF A GATED GRAVEL DRIVE, 6.7 M SOUTHEAST OF THE DH6507'CENTERLINE OF THE HIGHWAY, 3.0 M NORTHWEST OF A WIRE R/W FENCE, AND DH6507'ABOUT 0.4 M LOWER THAN THE HIGHWAY. THIS STATION WAS OCCUPIED AS PART DH6507'OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT DH6507'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9880 *********************************************************************** AE9880 HT_MOD - This is a Height Modernization Survey Station. AE9880 DESIGNATION - RILEY AE9880 PID - AE9880 AE9880 STATE/COUNTY- CA/SACRAMENTO AE9880 USGS QUAD - GALT (1980) AE9880 AE9880 *CURRENT SURVEY CONTROL AE9880 ___________________________________________________________________ AE9880* NAD 83(1998)- 38 21 18.16157(N) 121 17 51.60807(W) ADJUSTED AE9880* NAVD 88 - 15.26 (meters) 50.1 (feet) GPS OBS AE9880 ___________________________________________________________________ AE9880 EPOCH DATE - 2004.69 AE9880 X - -2,601,607.746 (meters) COMP AE9880 Y - -4,279,285.236 (meters) COMP AE9880 Z - 3,936,414.482 (meters) COMP AE9880 LAPLACE CORR- 5.74 (seconds) DEFLEC99 AE9880 ELLIP HEIGHT- -15.40 (meters) (09/28/05) GPS OBS AE9880 GEOID HEIGHT- -30.66 (meters) GEOID03 AE9880 AE9880 HORZ ORDER - B AE9880 ELLP ORDER - FOURTH CLASS I AE9880 AE9880.The horizontal coordinates were established by GPS observations AE9880.and adjusted by the National Geodetic Survey in September 2005. AE9880.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9880.DATUM ITEM on the data sheet items page. AE9880.The horizontal coordinates are valid at the epoch date displayed above. AE9880.The epoch date for horizontal control is a decimal equivalence AE9880.of Year/Month/Day. AE9880 AE9880.The orthometric height was determined by GPS observations and a AE9880.high-resolution geoid model using precise GPS observation and AE9880.processing techniques. AE9880 AE9880.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9880 AE9880.The Laplace correction was computed from DEFLEC99 derived deflections. AE9880 AE9880.The ellipsoidal height was determined by GPS observations AE9880.and is referenced to NAD 83. AE9880 AE9880.The geoid height was determined by GEOID03. AE9880 AE9880; North East Units Scale Factor Converg. AE9880;SPC CA 2 - 576,652.142 2,061,387.964 MT 0.99999515 +0 26 34.1 AE9880;SPC CA 2 - 1,891,899.57 6,763,070.35 sFT 0.99999515 +0 26 34.1 AE9880;UTM 10 - 4,246,580.570 648,741.751 MT 0.99987247 +1 03 23.6 AE9880 AE9880! - Elev Factor x Scale Factor = Combined Factor AE9880!SPC CA 2 - 1.00000242 x 0.99999515 = 0.99999757 AE9880!UTM 10 - 1.00000242 x 0.99987247 = 0.99987489 AE9880 AE9880 SUPERSEDED SURVEY CONTROL AE9880 AE9880 NAD 83(1998)- 38 21 18.16092(N) 121 17 51.60727(W) AD(2002.86) 1 AE9880 ELLIP H (10/28/05) -15.38 (m) GP( ) 4 1 AE9880 NAD 83(1992)- 38 21 18.15949(N) 121 17 51.60509(W) AD(1997.30) 1 AE9880 ELLIP H (07/10/98) -15.40 (m) GP(1997.30) 4 1 AE9880 NAD 83(1992)- 38 21 18.15912(N) 121 17 51.60545(W) AD(1997.30) 1 AE9880 ELLIP H (05/14/98) -15.32 (m) GP(1997.30) 3 1 AE9880 AE9880.Superseded values are not recommended for survey control. AE9880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9880.See file dsdata.txt to determine how the superseded data were derived. AE9880 AE9880_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4874246581(NAD 83) AE9880_MARKER: DD = SURVEY DISK AE9880_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL AE9880+WITH SETTING: INFORMATION. AE9880_STAMPING: RILEY 1997 AE9880_MARK LOGO: BOR AE9880_PROJECTION: RECESSED 5 CENTIMETERS AE9880_MAGNETIC: N = NO MAGNETIC MATERIAL AE9880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE9880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9880+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 AE9880_ROD/PIPE-DEPTH: 2.10 meters AE9880_SLEEVE-DEPTH : 1.2 meters AE9880 AE9880 HISTORY - Date Condition Report By AE9880 HISTORY - 1997 MONUMENTED BOR AE9880 HISTORY - 20021122 GOOD CADWR AE9880 HISTORY - 20041005 GOOD CADT AE9880 AE9880 STATION DESCRIPTION AE9880 AE9880'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9880'THE STATION IS ABOUT 16.6 MI (26.7 KM) SOUTH-SOUTHEAST OF THE STATE AE9880'CAPITOL IN SACRAMENTO, ABOUT 5.2 MI (8.4 KM) SOUTH-SOUTHEAST OF ELK AE9880'GROVE, AND ABOUT 15.2 MI (24.5 KM) NORTH OF LODI. TO REACH THE AE9880'STATION FROM THE STATE HIGHWAY 99/DILLARD ROAD INTERCHANGE, GO AE9880'NORTHEAST ON DILLARD ROAD FOR 2.7 MI (4.3 KM) TO THE INTERSECTION OF AE9880'RILEY ROAD ON THE RIGHT. TURN RIGHT AND GO EAST AND SOUTH ON RILEY AE9880'ROAD FOR 0.7 MI (1.1 KM) TO SILAS ROAD ON THE LEFT. CONTINUE SOUTH AE9880'FOR ANOTHER 0.57 MI (0.92 KM) TO THE STATION ON THE RIGHT, OPPOSITE A AE9880'FARMHOUSE ON THE LEFT AT 11085 N RILEY ROAD SURROUNDED BY TREES. TO AE9880'REACH THE STATION FROM THE STATE HIGHWAY 99/ARNO ROAD INTERCHANGE, GO AE9880'EAST ON ARNO ROAD FOR 1.6 MI (2.6 KM) TO THE INTERSECTION OF ARNO ROAD AE9880'ON THE LEFT, AND VALENSIN ROAD AHEAD. TURN LEFT AND GO NORTH ON ARNO AE9880'ROAD FOR 0.73 MI (1.17 KM) TO THE INTERSECTION OF ARNO ROAD ON THE AE9880'RIGHT AND RILEY ROAD AHEAD. CONTINUE STRAIGHT AHEAD (NORTH) ON RILEY AE9880'ROAD FOR 1.29 MI (2.08 KM) AND THE STATION ON THE LEFT, OPPOSITE A AE9880'FARMHOUSE ON THE RIGHT AT 11085 N RILEY ROAD SURROUNDED BY TREES. THE AE9880'STATION IS A 2 1/2 INCH DIAMETER ALUMINUM ALLOY DOMED CAP WITH MAGNET, AE9880'SET 0.2 FT (0.1 M) BELOW GROUND, ATTACHED TO AN ALUMINUM ROD DRIVEN AE9880'7.0 FT (2.1 M) TO REFUSAL, ENCASED IN A SAND FILLED 4-INCH DIAMETER AE9880'PVC PIPE SET TO A DEPTH OF 4 FT (1.2 M) IN A 1 FT (0.3 M) DIAMETER AE9880'CONCRETE-FILLED HOLE 4 FT (1.2 M) DEEP. THE STATION IS ABOUT 30 FT AE9880'(9.1 M) WEST OF CENTERLINE OF RILEY ROAD, 6.4 FT (2.0 M) SOUTHWEST OF AE9880'THE END OF A 12-INCH CORRUGATED METAL PIPE CULVERT, 3.8 FT (1.2 M) AE9880'SOUTHEAST OF THE NORTH 6-INCH POST OF A DOUBLE-PULL GATE BRACE, 2 FT AE9880'(0.6 M) EAST OF A BARBED-WIRE FENCE, ABOUT 1.0 FT (0.3 M) ABOVE THE AE9880'LEVEL OF RILEY ROAD, AND 1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS AE9880'POST. THE STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO AE9880'RIVER DELTA GPS/VERTICAL PROJECT. AE9880 AE9880 STATION RECOVERY (2002) AE9880 AE9880'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9880'RECOVERED AS DESCRIBED. MONUMENT IS ALUMINUM ALLOY ROD. THE STATION AE9880'WAS OBSERVED AS PART OF THE DWR DELTA 2002 SUBSIDENCE NETWORK HEIGHT AE9880'MODERNIZATION SURVEY. AE9880 AE9880 STATION RECOVERY (2004) AE9880 AE9880'RECOVERY NOTE BY CALTRANS 2004 (DWM) AE9880'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AE9880'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AE9880'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS1110 *********************************************************************** JS1110 HT_MOD - This is a Height Modernization Survey Station. JS1110 TIDAL BM - This is a Tidal Bench Mark. JS1110 DESIGNATION - S 463 JS1110 PID - JS1110 JS1110 STATE/COUNTY- CA/SACRAMENTO JS1110 USGS QUAD - BRUCEVILLE (1980) JS1110 JS1110 *CURRENT SURVEY CONTROL JS1110 ___________________________________________________________________ JS1110* NAD 83(1998)- 38 16 36.25537(N) 121 29 29.08941(W) ADJUSTED JS1110* NAVD 88 - 0.89 (meters) 2.9 (feet) GPS OBS JS1110 ___________________________________________________________________ JS1110 EPOCH DATE - 2002.86 JS1110 X - -2,618,872.123 (meters) COMP JS1110 Y - -4,275,048.805 (meters) COMP JS1110 Z - 3,929,585.096 (meters) COMP JS1110 LAPLACE CORR- 5.43 (seconds) DEFLEC99 JS1110 ELLIP HEIGHT- -30.55 (meters) (10/28/05) GPS OBS JS1110 GEOID HEIGHT- -31.46 (meters) GEOID03 JS1110 JS1110 HORZ ORDER - FIRST JS1110 VERT ORDER - SECOND CLASS 0 (See Below) JS1110 ELLP ORDER - FOURTH CLASS I JS1110 JS1110.The horizontal coordinates were established by GPS observations JS1110.and adjusted by the National Geodetic Survey in October 2005. JS1110.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS1110.DATUM ITEM on the data sheet items page. JS1110.The horizontal coordinates are valid at the epoch date displayed above. JS1110.The epoch date for horizontal control is a decimal equivalence JS1110.of Year/Month/Day. JS1110 JS1110.The orthometric height was determined by GPS observations and a JS1110.high-resolution geoid model using precise GPS observation and JS1110.processing techniques. JS1110.The vertical order pertains to the NGVD 29 superseded value. JS1110 JS1110.This Tidal Bench Mark is designated as VM 11953 JS1110.by the Center for Operational Oceanographic Products and Services. JS1110 JS1110.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS1110 JS1110.The Laplace correction was computed from DEFLEC99 derived deflections. JS1110 JS1110.The ellipsoidal height was determined by GPS observations JS1110.and is referenced to NAD 83. JS1110 JS1110.The geoid height was determined by GEOID03. JS1110 JS1110; North East Units Scale Factor Converg. JS1110;SPC CA 2 - 567,847.119 2,044,502.357 MT 1.00001331 +0 19 14.3 JS1110;SPC CA 2 - 1,863,011.76 6,707,671.48 sFT 1.00001331 +0 19 14.3 JS1110;UTM 10 - 4,237,596.600 631,954.150 MT 0.99981444 +0 56 04.7 JS1110 JS1110! - Elev Factor x Scale Factor = Combined Factor JS1110!SPC CA 2 - 1.00000479 x 1.00001331 = 1.00001810 JS1110!UTM 10 - 1.00000479 x 0.99981444 = 0.99981923 JS1110 JS1110 SUPERSEDED SURVEY CONTROL JS1110 JS1110 NAD 83(1992)- 38 16 36.25365(N) 121 29 29.08664(W) AD(1997.30) 1 JS1110 ELLIP H (07/10/98) -30.56 (m) GP(1997.30) 4 1 JS1110 NAD 83(1992)- 38 16 36.25328(N) 121 29 29.08702(W) AD(1997.30) 1 JS1110 ELLIP H (05/14/98) -30.48 (m) GP(1997.30) 3 1 JS1110 NGVD 29 (??/??/92) 0.209 (m) 0.69 (f) ADJ UNCH 2 0 JS1110 JS1110.Superseded values are not recommended for survey control. JS1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1110.See file dsdata.txt to determine how the superseded data were derived. JS1110 JS1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3195437597(NAD 83) JS1110_MARKER: DB = BENCH MARK DISK JS1110_SETTING: 30 = SET IN A LIGHT STRUCTURE JS1110_SP_SET: HEADWALL JS1110_STAMPING: S 463 1951 JS1110_MARK LOGO: CGS JS1110_MAGNETIC: N = NO MAGNETIC MATERIAL JS1110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JS1110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS1110+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005 JS1110 JS1110 HISTORY - Date Condition Report By JS1110 HISTORY - 1951 MONUMENTED CGS JS1110 HISTORY - 1967 GOOD NGS JS1110 HISTORY - 19970829 GOOD BOR JS1110 HISTORY - 20021122 GOOD CADWR JS1110 HISTORY - 20050818 GOOD CADWR JS1110 JS1110 STATION DESCRIPTION JS1110 JS1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 JS1110'3.1 MI NE FROM WALNUT GROVE. JS1110'2.9 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD JS1110'FROM THE STATION AT WALNUT GROVE, THENCE 0.2 MILE EAST ALONG JS1110'LAUREL LANE, IN THE CENTER OF THE SOUTH CONCRETE HEADWALL OF AN JS1110'18-INCH CORRUGATED-METAL PIPE CULVERT, 0.2 MILE EAST OF THE EAST JS1110'END OF A BRIDGE OVER SNODGRASS SLOUGH, 17 1/2 FEET SOUTH OF THE JS1110'CENTER LINE OF LAUREL LANE, AND ABOUT LEVEL WITH THE LANE. JS1110 JS1110 STATION RECOVERY (1967) JS1110 JS1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 JS1110'RECOVERED IN GOOD CONDITION. JS1110 JS1110 STATION RECOVERY (1997) JS1110 JS1110'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS1110'THE STATION WAS RECOVERED AND A COMPLETE NEW DESCRIPTION FOLLOWS. THE JS1110'STATION IS ABOUT 20.71 MI (33.33 KM) SOUTH OF THE STATE CAPITOL IN JS1110'SACRAMENTO AND 2.9 MI (4.7 KM) NORTHEAST OF WALNUT GROVE, MIDWAY JS1110'BETWEEN THE SACRAMENTO RIVER AND INTERSTATE HIGHWAY 5. TO REACH THE JS1110'STATION FROM SACRAMENTO, TRAVEL SOUTH ON INTERSTATE HIGHWAY 5 FOR JS1110'ABOUT 20 MI (32.2 KM) TO THE TWIN CITIES ROAD INTERCHANGE. FROM THE JS1110'SOUTH-BOUND OFFRAMP, TURN RIGHT AND GO SOUTHWEST AND THEN WEST ON TWIN JS1110'CITIES ROAD FOR 1.80 MI (2.90 KM) TO THE STATION ON THE LEFT. THE JS1110'STATION IS A CGS BENCH MARK DISK IN THE TOP CENTER OF A 10-INCH WIDE, JS1110'7.5-FT LONG CONCRETE HEADWALL OF A 24-INCH DIAMETER CORRUGATED METAL JS1110'PIPE CULVERT RUNNING UNDERNEATH TWIN CITIES ROAD. THE STATION IS 2.09 JS1110'MI (3.36 KM) EAST OF THE INTERSECTION OF TWIN CITIES ROAD AND RIVER JS1110'ROAD, 0.2 MI (0.3 KM) EAST OF THE EAST END OF A METAL BRIDGE OVER JS1110'SNODGRASS SLOUGH, ABOUT 141 FT (43.0 M) WEST OF A POWER POLE, 56 FT JS1110'(17.1 M) EAST OF A POWER POLE, 7.5 FT (2.3 M) SOUTH OF EDGE OF JS1110'PAVEMENT, AND 1.6 FT (0.5 M) BELOW THE CENTERLINE OF TWIN CITIES ROAD. JS1110'THE STATION IS 2.2 FT (0.7 M) SOUTHEAST OF A CARSONITE WITNESS POST. JS1110'THE STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER JS1110'DELTA GPS/VERTICAL PROJECT. JS1110 JS1110 STATION RECOVERY (2002) JS1110 JS1110'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS1110'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS1110'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS1110 JS1110 STATION RECOVERY (2005) JS1110 JS1110'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 (NRB) JS1110'RECOVRED AS DESCRIBED HOWEVER THE 6 AND 3 IN THE STAMPING S463 HAVE JS1110'BEEN RUBBED OFF AND ARE NO LONGER LEGIBLE 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 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 - 59.49 (meters) 195.2 (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(1998)- 38 29 36.45388(N) 121 12 38.98940(W) AD(2002.86) 1 JS1177 ELLIP H (10/28/05) 29.44 (m) GP(2002.86) 4 1 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 - October 05, 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 - 20021105 GOOD CADWR JS1177 HISTORY - 20030828 GOOD CADT JS1177 HISTORY - 20040408 GOOD CADT JS1177 HISTORY - 20041005 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 (2002) JS1177 JS1177'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS1177'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS1177'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 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. JS1177 JS1177 STATION RECOVERY (2004) JS1177 JS1177'RECOVERY NOTE BY CALTRANS 2004 (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. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9865 *********************************************************************** AE9865 HT_MOD - This is a Height Modernization Survey Station. AE9865 DESIGNATION - STAR RESET AE9865 PID - AE9865 AE9865 STATE/COUNTY- CA/SACRAMENTO AE9865 USGS QUAD - COURTLAND (1993) AE9865 AE9865 *CURRENT SURVEY CONTROL AE9865 ___________________________________________________________________ AE9865* NAD 83(1998)- 38 16 57.51225(N) 121 33 05.83405(W) ADJUSTED AE9865* NAVD 88 - 8.78 (meters) 28.8 (feet) GPS OBS AE9865 ___________________________________________________________________ AE9865 EPOCH DATE - 2002.86 AE9865 X - -2,623,153.627 (meters) COMP AE9865 Y - -4,271,953.652 (meters) COMP AE9865 Z - 3,930,104.375 (meters) COMP AE9865 LAPLACE CORR- 5.71 (seconds) DEFLEC99 AE9865 ELLIP HEIGHT- -22.85 (meters) (10/28/05) GPS OBS AE9865 GEOID HEIGHT- -31.63 (meters) GEOID03 AE9865 AE9865 HORZ ORDER - FIRST AE9865 ELLP ORDER - FOURTH CLASS I AE9865 AE9865.The horizontal coordinates were established by GPS observations AE9865.and adjusted by the National Geodetic Survey in October 2005. AE9865.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9865.DATUM ITEM on the data sheet items page. AE9865.The horizontal coordinates are valid at the epoch date displayed above. AE9865.The epoch date for horizontal control is a decimal equivalence AE9865.of Year/Month/Day. AE9865 AE9865.The orthometric height was determined by GPS observations and a AE9865.high-resolution geoid model using precise GPS observation and AE9865.processing techniques. AE9865 AE9865.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9865 AE9865.The Laplace correction was computed from DEFLEC99 derived deflections. AE9865 AE9865.The ellipsoidal height was determined by GPS observations AE9865.and is referenced to NAD 83. AE9865 AE9865.The geoid height was determined by GEOID03. AE9865 AE9865; North East Units Scale Factor Converg. AE9865;SPC CA 2 - 568,474.812 2,039,230.944 MT 1.00001188 +0 16 57.7 AE9865;SPC CA 2 - 1,865,071.11 6,690,376.86 sFT 1.00001188 +0 16 57.7 AE9865;UTM 10 - 4,238,167.616 626,677.400 MT 0.99979763 +0 53 50.8 AE9865 AE9865! - Elev Factor x Scale Factor = Combined Factor AE9865!SPC CA 2 - 1.00000359 x 1.00001188 = 1.00001547 AE9865!UTM 10 - 1.00000359 x 0.99979763 = 0.99980121 AE9865 AE9865 SUPERSEDED SURVEY CONTROL AE9865 AE9865 NAD 83(1992)- 38 16 57.51009(N) 121 33 05.83136(W) AD(1997.30) 1 AE9865 ELLIP H (07/10/98) -22.85 (m) GP(1997.30) 4 1 AE9865 NAD 83(1992)- 38 16 57.50973(N) 121 33 05.83177(W) AD(1997.30) 1 AE9865 ELLIP H (05/14/98) -22.76 (m) GP(1997.30) 3 1 AE9865 AE9865.Superseded values are not recommended for survey control. AE9865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9865.See file dsdata.txt to determine how the superseded data were derived. AE9865 AE9865_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2667738168(NAD 83) AE9865_MARKER: DS = TRIANGULATION STATION DISK AE9865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE9865_STAMPING: STAR 1931 1970 AE9865_MARK LOGO: CGS AE9865_MAGNETIC: N = NO MAGNETIC MATERIAL AE9865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE9865+STABILITY: SURFACE MOTION AE9865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9865+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003 AE9865 AE9865 HISTORY - Date Condition Report By AE9865 HISTORY - 1970 MONUMENTED NOS AE9865 HISTORY - 20021122 GOOD CADWR AE9865 HISTORY - 20030308 GOOD NGS AE9865 AE9865 STATION DESCRIPTION AE9865 AE9865'DESCRIBED BY NATIONAL OCEAN SERVICE 1970 AE9865'THE STATION IS ABOUT 21 MI (33.8 KM) SOUTH OF SACRAMENTO, 3 MI (4.8 AE9865'KM) NORTHWEST OF WALNUT GROVE AND 3 MI (4.8 KM) SOUTHEAST OF AE9865'COURTLAND. TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER AE9865'THE SACRAMENTO RIVER IN WALNUT GROVE AND HIGHWAY 160, GO NORTHWESTERLY AE9865'ON HIGHWAY 160 FOR 2.75 MI (4.43 KM) TO A SIDE ROAD LEFT, LEARY ROAD. AE9865'CONTINUE NORTHWEST ON HIGHWAY 160 FOR 0.95 MI (1.53 KM) TO THE STATION AE9865'ON THE RIGHT. THE STATION IS ABOUT 250 FT (76.2 M) SOUTH OF THE AE9865'EXTENDED CENTERLINE OF PACIFIC AVENUE, 15 FT (4.6 M) NORTHEAST OF THE AE9865'CENTERLINE OF HIGHWAY 160, 7 FT (2.1 M) SOUTHWEST OF A CARSONITE AE9865'WITNESS POST AND ABOUT 3 FT (0.9 M) NORTHEAST OF THE EDGE OF PAVEMENT. AE9865'THE STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER AE9865'DELTA GPS/VERTICAL PROJECT. AE9865 AE9865 STATION RECOVERY (2002) AE9865 AE9865'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9865'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR AE9865'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. AE9865 AE9865 STATION RECOVERY (2003) AE9865 AE9865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (MEI) AE9865'ACCESS TO STATION HAS BEEN CURTAILED DUE TO GUARDRAIL INSTALLED ALL AE9865'ALONG THIS BANK OF SACRAMENTO RIVER IN FEB/MAR 02. CENTER OF STATION AE9865'IS JUST 1.5CM WEST OF EXTENT OF GUARDRAIL ABOVE IT. FIXED HT POLE AND AE9865'ROD CAN STILL BE USED, BUT BARELY. PARKING AVAILABLE ABOUT 0.1 MI AE9865'NORTH OF STATION WHERE GUARDRAIL CURVES TOWARD RIVER FOR A PULLOUT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 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 51.69257(N) 121 36 03.38594(W) ADJUSTED JS2070* NAVD 88 - 6.92 (meters) 22.7 (feet) GPS OBS JS2070 ___________________________________________________________________ JS2070 EPOCH DATE - 2002.86 JS2070 X - -2,628,088.004 (meters) COMP JS2070 Y - -4,271,738.956 (meters) COMP JS2070 Z - 3,927,057.072 (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 - B 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 October 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 - 564,575.175 2,034,932.760 MT 1.00002052 +0 15 05.7 JS2070;SPC CA 2 - 1,852,277.05 6,676,275.23 sFT 1.00002052 +0 15 05.7 JS2070;UTM 10 - 4,234,222.979 622,422.257 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 ELLIP H (10/28/05) -24.97 (m) GP(2002.86) 4 1 JS2070 NAD 83(1998)- 38 14 51.69295(N) 121 36 03.38659(W) AD(2004.69) A 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 - October 05, 2004 JS2070 JS2070 HISTORY - Date Condition Report By JS2070 HISTORY - 1970 MONUMENTED CGS JS2070 HISTORY - 19970829 GOOD NGS JS2070 HISTORY - 20021105 GOOD CADWR JS2070 HISTORY - 20021122 GOOD CADWR JS2070 HISTORY - 20030820 GOOD CADT JS2070 HISTORY - 20041005 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 (2002) JS2070 JS2070'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS2070'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS2070'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS2070 JS2070 STATION RECOVERY (2002) JS2070 JS2070'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS2070'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS2070'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 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. JS2070 JS2070 STATION RECOVERY (2004) JS2070 JS2070'RECOVERY NOTE BY CALTRANS 2004 (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 = NOVEMBER 1, 2005 JS1515 *********************************************************************** JS1515 DESIGNATION - U 953 JS1515 PID - JS1515 JS1515 STATE/COUNTY- CA/SACRAMENTO JS1515 USGS QUAD - CLAY (1993) JS1515 JS1515 *CURRENT SURVEY CONTROL JS1515 ___________________________________________________________________ JS1515* NAD 83(1998)- 38 19 03.14302(N) 121 13 34.52058(W) ADJUSTED JS1515* NAVD 88 - 24.1 (meters) 79. (feet) GPS OBS JS1515 ___________________________________________________________________ JS1515 EPOCH DATE - 2004.69 JS1515 X - -2,597,614.386 (meters) COMP JS1515 Y - -4,284,738.720 (meters) COMP JS1515 Z - 3,933,154.478 (meters) COMP JS1515 LAPLACE CORR- 5.62 (seconds) DEFLEC99 JS1515 ELLIP HEIGHT- -6.50 (meters) (09/28/05) GPS OBS JS1515 GEOID HEIGHT- -30.54 (meters) GEOID03 JS1515 JS1515 HORZ ORDER - B JS1515 VERT ORDER - SECOND CLASS 0 (See Below) JS1515 ELLP ORDER - FOURTH CLASS I JS1515 JS1515.The horizontal coordinates were established by GPS observations JS1515.and adjusted by the National Geodetic Survey in September 2005. JS1515.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS1515.DATUM ITEM on the data sheet items page. JS1515.The horizontal coordinates are valid at the epoch date displayed above. JS1515.The epoch date for horizontal control is a decimal equivalence JS1515.of Year/Month/Day. JS1515 JS1515.The orthometric height was determined by GPS observations and a JS1515.high-resolution geoid model. JS1515.The vertical order pertains to the NGVD 29 superseded value. JS1515 JS1515.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS1515 JS1515.The Laplace correction was computed from DEFLEC99 derived deflections. JS1515 JS1515.The ellipsoidal height was determined by GPS observations JS1515.and is referenced to NAD 83. JS1515 JS1515.The geoid height was determined by GEOID03. JS1515 JS1515; North East Units Scale Factor Converg. JS1515;SPC CA 2 - 572,539.808 2,067,665.208 MT 1.00000362 +0 29 16.2 JS1515;SPC CA 2 - 1,878,407.69 6,783,664.94 sFT 1.00000362 +0 29 16.2 JS1515;UTM 10 - 4,242,536.091 655,061.901 MT 0.99989612 +1 05 59.9 JS1515 JS1515! - Elev Factor x Scale Factor = Combined Factor JS1515!SPC CA 2 - 1.00000102 x 1.00000362 = 1.00000464 JS1515!UTM 10 - 1.00000102 x 0.99989612 = 0.99989714 JS1515 JS1515 SUPERSEDED SURVEY CONTROL JS1515 JS1515 NGVD 29 (??/??/92) 23.351 (m) 76.61 (f) ADJ UNCH 2 0 JS1515 JS1515.Superseded values are not recommended for survey control. JS1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1515.See file dsdata.txt to determine how the superseded data were derived. JS1515 JS1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH5506242536(NAD 83) JS1515_MARKER: DB = BENCH MARK DISK JS1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT JS1515_STAMPING: U 953 1962 JS1515_MARK LOGO: CGS JS1515_PROJECTION: PROJECTING 7 CENTIMETERS JS1515_MAGNETIC: N = NO MAGNETIC MATERIAL JS1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1515+STABILITY: SURFACE MOTION JS1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS1515+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 JS1515 JS1515 HISTORY - Date Condition Report By JS1515 HISTORY - 1962 MONUMENTED CGS JS1515 HISTORY - 20040408 GOOD CADT JS1515 HISTORY - 20041005 GOOD CADT JS1515 JS1515 STATION DESCRIPTION JS1515 JS1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 JS1515'6.8 MI NE FROM GALT. JS1515'5.95 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD JS1515'FROM THE STATION AT GALT, THENCE 0.8 MILE NORTH ALONG ALTA MESA JS1515'ROAD, 0.4 MILE NORTH OF A BRIDGE OVER LAGUNA CREEK, AT THE JS1515'JUNCTION OF LANGFORD ROAD WEST, 22 FEET EAST OF THE CENTER LINE JS1515'OF THE ROAD, 15 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD JS1515'WEST, 3 FEET EAST OF A POWER POLE WITH A GUY WIRE, 3.7 FEET JS1515'WEST OF A FENCE, 1.3 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT JS1515'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST JS1515'PROJECTING 0.4 FOOT ABOVE THE GROUND. JS1515 JS1515 STATION RECOVERY (2004) JS1515 JS1515'RECOVERY NOTE BY CALTRANS 2004 (RLM) JS1515'RECOVERED IN GOOD CONDITION. JS1515 JS1515 STATION RECOVERY (2004) JS1515 JS1515'RECOVERY NOTE BY CALTRANS 2004 (RLM) JS1515'THE STATION IS LOCATED IN SACRAMENTO COUNTY, ABOUT 15.5 KM SOUTHEAST JS1515'OF ELK GROVE, 11.4 KM SOUTH OF WILTON, AND 8.6 KM NORTHEAST OF GALT. JS1515' JS1515'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 99 AND JS1515'STATE HIGHWAY 104 NEAR GALT, PROCEED 8.0 KM EASTERLY ON STATE HIGHWAY JS1515'104 TO THE INTERSECTION WITH ALTA MESA ROAD. TURN LEFT ONTO ALTA MESA JS1515'ROAD AND PROCEED NORTHERLY TO THE INTERSECTION WITH LANGFORD ROAD ON JS1515'THE LEFT AND THE STATION ON THE RIGHT. JS1515' JS1515'THE STATION IS A CGS BENCHMARK DISK SET IN A CONCRETE CYLINDER AT THE JS1515'EAST SIDE OF THE INTERSECTION OF LANGFORD ROAD WEST AND ALTA MESA JS1515'ROAD. THE STATION LIES 6.7 M EAST OF THE CENTERLINE OF ALTA MESA JS1515'ROAD, 4.5 M SOUTH OF THE EXTENDED CENTERLINE OF LANGFORD ROAD, 0.9 M JS1515'EAST OF A GUY POLE WITH A GUY WIRE, 1.12 M WEST OF A BARBED WIRE JS1515'FENCE, 0.4 M NORTH OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD. JS1515'THIS STATION WAS OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE JS1515'OF SURVEYORS GPS HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6505 *********************************************************************** DH6505 DESIGNATION - WATT DH6505 PID - DH6505 DH6505 STATE/COUNTY- CA/SACRAMENTO DH6505 USGS QUAD - CARMICHAEL (1992) DH6505 DH6505 *CURRENT SURVEY CONTROL DH6505 ___________________________________________________________________ DH6505* NAD 83(1998)- 38 30 33.27840(N) 121 22 13.20776(W) ADJUSTED DH6505* NAVD 88 - 16.7 (meters) 55. (feet) GPS OBS DH6505 ___________________________________________________________________ DH6505 EPOCH DATE - 2004.69 DH6505 X - -2,601,494.920 (meters) COMP DH6505 Y - -4,266,898.937 (meters) COMP DH6505 Z - 3,949,823.722 (meters) COMP DH6505 LAPLACE CORR- 5.57 (seconds) DEFLEC99 DH6505 ELLIP HEIGHT- -13.95 (meters) (09/28/05) GPS OBS DH6505 GEOID HEIGHT- -30.61 (meters) GEOID03 DH6505 DH6505 HORZ ORDER - B DH6505 ELLP ORDER - FOURTH CLASS I DH6505 DH6505.The horizontal coordinates were established by GPS observations DH6505.and adjusted by the National Geodetic Survey in September 2005. DH6505.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6505.DATUM ITEM on the data sheet items page. DH6505.The horizontal coordinates are valid at the epoch date displayed above. DH6505.The epoch date for horizontal control is a decimal equivalence DH6505.of Year/Month/Day. DH6505 DH6505.The orthometric height was determined by GPS observations and a DH6505.high-resolution geoid model. DH6505 DH6505.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6505 DH6505.The Laplace correction was computed from DEFLEC99 derived deflections. DH6505 DH6505.The ellipsoidal height was determined by GPS observations DH6505.and is referenced to NAD 83. DH6505 DH6505.The geoid height was determined by GEOID03. DH6505 DH6505; North East Units Scale Factor Converg. DH6505;SPC CA 2 - 593,721.653 2,054,917.982 MT 0.99996476 +0 23 49.1 DH6505;SPC CA 2 - 1,947,901.79 6,741,843.41 sFT 0.99996476 +0 23 49.1 DH6505;UTM 10 - 4,263,577.533 642,089.466 MT 0.99984863 +1 00 53.5 DH6505 DH6505! - Elev Factor x Scale Factor = Combined Factor DH6505!SPC CA 2 - 1.00000219 x 0.99996476 = 0.99996695 DH6505!UTM 10 - 1.00000219 x 0.99984863 = 0.99985082 DH6505 DH6505 SUPERSEDED SURVEY CONTROL DH6505 DH6505.No superseded survey control is available for this station. DH6505 DH6505_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4208963578(NAD 83) DH6505_MARKER: DD = SURVEY DISK DH6505_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6505+WITH SETTING: INFORMATION. DH6505_STAMPING: WATT 2004 DH6505_MARK LOGO: CADT DH6505_PROJECTION: FLUSH DH6505_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6505+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004 DH6505_ROD/PIPE-DEPTH: 1.40 meters DH6505_SLEEVE-DEPTH : N/A meters DH6505 DH6505 HISTORY - Date Condition Report By DH6505 HISTORY - 20040803 MONUMENTED CADT DH6505 DH6505 STATION DESCRIPTION DH6505 DH6505'DESCRIBED BY CALTRANS 2004 (PTD) DH6505'THE STATION IS LOCATED IN SACRAMENTO COUNTY NEAR WATT, ABOUT 14.0 KM DH6505'SOUTHEAST OF DOWNTOWN SACRAMENTO, 12.2 KM NORTH OF ELK GROVE, AND DH6505'11.3 KM SOUTHWEST OF RANCHO CORDOVA. DH6505' DH6505'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 5 AND US DH6505'HIGHWAY 50 IN SACRAMENTO, PROCEED 8.1 KM EASTERLY ON US HIGHWAY 50 TO DH6505'THE WATT AVENUE INTERCHANGE. PROCEED SOUTHERLY 5.63 KM ON WATT AVENUE DH6505'TO AN ABANDONED RAILROAD CROSSING AND THE STATION ON THE LEFT. DH6505' DH6505'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6505'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6505'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 28.3 M DH6505'FROM THE WATT AVENUE EDGE OF PAVEMENT, 23.5 M EAST OF AN OVERHEAD DH6505'RAILROAD SIGNAL, 7.9 M NORTHEAST OF THE NORTH RAIL OF THE RAILROAD DH6505'TRACKS, 4.9 M SOUTHWEST OF A CHAINLINK FENCE, 4.0 M SOUTHWEST OF A DH6505'METAL GUARD POST, AND ABOUT LEVEL WITH THE ROAD. THIS STATION WAS DH6505'OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS DH6505'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 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(1998)- 38 14 26.83961(N) 121 18 08.51260(W) AD(2002.86) 1 JS1282 ELLIP H (10/28/05) -15.60 (m) GP( ) 4 1 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 - October 05, 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 - 20021122 GOOD CADWR JS1282 HISTORY - 20030820 GOOD CADT JS1282 HISTORY - 20040328 GOOD CADT JS1282 HISTORY - 20041005 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 (2002) JS1282 JS1282'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS1282'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS1282'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 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. JS1282 JS1282 STATION RECOVERY (2004) JS1282 JS1282'RECOVERY NOTE BY CALTRANS 2004 (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. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6482 *********************************************************************** DH6482 DESIGNATION - ZINFANDEL DH6482 PID - DH6482 DH6482 STATE/COUNTY- CA/SACRAMENTO DH6482 USGS QUAD - CARMICHAEL (1992) DH6482 DH6482 *CURRENT SURVEY CONTROL DH6482 ___________________________________________________________________ DH6482* NAD 83(1998)- 38 35 23.60701(N) 121 17 18.80164(W) ADJUSTED DH6482* NAVD 88 - 30.5 (meters) 100. (feet) GPS OBS DH6482 ___________________________________________________________________ DH6482 EPOCH DATE - 2004.69 DH6482 X - -2,592,510.294 (meters) COMP DH6482 Y - -4,265,849.535 (meters) COMP DH6482 Z - 3,956,833.845 (meters) COMP DH6482 LAPLACE CORR- 5.91 (seconds) DEFLEC99 DH6482 ELLIP HEIGHT- 0.12 (meters) (09/28/05) GPS OBS DH6482 GEOID HEIGHT- -30.28 (meters) GEOID03 DH6482 DH6482 HORZ ORDER - B DH6482 ELLP ORDER - FOURTH CLASS I DH6482 DH6482.The horizontal coordinates were established by GPS observations DH6482.and adjusted by the National Geodetic Survey in September 2005. DH6482.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6482.DATUM ITEM on the data sheet items page. DH6482.The horizontal coordinates are valid at the epoch date displayed above. DH6482.The epoch date for horizontal control is a decimal equivalence DH6482.of Year/Month/Day. DH6482 DH6482.The orthometric height was determined by GPS observations and a DH6482.high-resolution geoid model. DH6482 DH6482.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6482 DH6482.The Laplace correction was computed from DEFLEC99 derived deflections. DH6482 DH6482.The ellipsoidal height was determined by GPS observations DH6482.and is referenced to NAD 83. DH6482 DH6482.The geoid height was determined by GEOID03. DH6482 DH6482; North East Units Scale Factor Converg. DH6482;SPC CA 2 - 602,725.988 2,061,980.394 MT 0.99995172 +0 26 54.8 DH6482;SPC CA 2 - 1,977,443.51 6,765,014.01 sFT 0.99995172 +0 26 54.8 DH6482;UTM 10 - 4,272,656.698 649,053.591 MT 0.99987360 +1 04 03.7 DH6482 DH6482! - Elev Factor x Scale Factor = Combined Factor DH6482!SPC CA 2 - 0.99999998 x 0.99995172 = 0.99995170 DH6482!UTM 10 - 0.99999998 x 0.99987360 = 0.99987358 DH6482 DH6482 SUPERSEDED SURVEY CONTROL DH6482 DH6482.No superseded survey control is available for this station. DH6482 DH6482_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4905472657(NAD 83) DH6482_MARKER: DD = SURVEY DISK DH6482_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6482+WITH SETTING: INFORMATION. DH6482_STAMPING: ZINFANDEL 2004 DH6482_MARK LOGO: CADT DH6482_PROJECTION: FLUSH DH6482_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6482+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004 DH6482_ROD/PIPE-DEPTH: 1.2 meters DH6482_SLEEVE-DEPTH : N/A meters DH6482 DH6482 HISTORY - Date Condition Report By DH6482 HISTORY - 20040804 MONUMENTED CADT DH6482 DH6482 STATION DESCRIPTION DH6482 DH6482'DESCRIBED BY CALTRANS 2004 (PTD) DH6482'THE STATION IS LOCATED IN SACRAMENTO COUNTY IN RANCHO CORDOVA, ABOUT DH6482'22 KM NORTH OF ELK GROVE, 18 KM EAST OF DOWNTOWN SACRAMENTO, AND 15 DH6482'KM SOUTHWEST OF FOLSOM. DH6482' DH6482'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 99 AND US DH6482'HIGHWAY 50 IN SACRAMENTO, PROCEED 17.2 KM EASTERLY ON US HIGHWAY 50 DH6482'TO THE ZINFANDEL DRIVE OFF-RAMP GORE AND THE STATION ON THE RIGHT AT DH6482'HIGHWAY POST MILE 10.72. DH6482' DH6482'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6482'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6482'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 33.1 M DH6482'NORTHEAST OF A TWO POLE 'RANCHO CORDOVA/GOLD CENTER DRIVE' SIGN, 23.0 DH6482'M EAST OF A METAL WITNESS POST, 12.2 M SOUTH OF THE HIGHWAY EDGE OF DH6482'PAVEMENT, 10.3 M NORTHEAST OF A METAL DROP INLET GRATE, 1.0 M NORTH DH6482'OF A METAL GUARD POST, AND ABOUT 0.1 M LOWER THAN THE HIGHWAY. THIS DH6482'STATION WAS OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE OF DH6482'SURVEYORS GPS HEIGHT MODERNIZATION PROJECT.