1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS0849 *********************************************************************** JS0849 DESIGNATION - 30 B RESET 1973 JS0849 PID - JS0849 JS0849 STATE/COUNTY- CA/SACRAMENTO JS0849 USGS QUAD - BUFFALO CREEK (1980) JS0849 JS0849 *CURRENT SURVEY CONTROL JS0849 ___________________________________________________________________ JS0849* NAD 83(1986)- 38 30 05. (N) 121 13 22. (W) SCALED JS0849* NAVD 88 - 44.16 (+/-2cm) 144.9 (feet) VERTCON JS0849 ___________________________________________________________________ JS0849 GEOID HEIGHT- -30.11 (meters) GEOID99 JS0849 JS0849 VERT ORDER - THIRD (See Below) JS0849 JS0849.The horizontal coordinates were scaled from a topographic map and have JS0849.an estimated accuracy of +/- 6 seconds. JS0849 JS0849.The NAVD 88 height was computed by applying the VERTCON shift value to JS0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS0849.The vertical order pertains to the superseded datum. JS0849 JS0849.The geoid height was determined by GEOID99. JS0849 JS0849; North East Units Estimated Accuracy JS0849;SPC CA 2 - 592,950. 2,067,800. MT (+/- 180 meters Scaled) JS0849 JS0849 SUPERSEDED SURVEY CONTROL JS0849 JS0849 NGVD 29 - 43.43 (m) 142.5 (f) RESET 3 JS0849 JS0849.Superseded values are not recommended for survey control. JS0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS0849.See file dsdata.txt to determine how the superseded data were derived. JS0849 JS0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH549629(NAD 83) JS0849_MARKER: DD = SURVEY DISK JS0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS0849_STAMPING: 30 B RESET 1973 JS0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS0849+STABILITY: SURFACE MOTION JS0849 JS0849 HISTORY - Date Condition Report By JS0849 HISTORY - 1973 MONUMENTED NGS JS0849 JS0849 STATION DESCRIPTION JS0849 JS0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 JS0849'1.8 MI W FROM SLOUGHHOUSE. JS0849'1.6 MILES WEST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE AT JS0849'SLOUGHHOUSE, THENCE 0.2 MILE SOUTHWEST ALONG GRANT LINE ROAD, JS0849'247 FEET SOUTHWEST OF THE NORTHWEST END OF A 48-INCH CONCRETE JS0849'PIPE CULVERT, 154 FEET NORTHEAST OF THE NORTHWEST END OF A 48-INCH JS0849'CONCRETE PIPE CULVERT, 29.3 FEET NORTHWEST OF THE CENTER LINE OF JS0849'THE ROAD, 1.8 FEET NORTHEAST OF A METAL WITNESS POST, 0.6 FOOT JS0849'SOUTHEAST OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD, AND SET IN JS0849'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS1578 *********************************************************************** JS1578 DESIGNATION - 60 RM 1 JS1578 PID - JS1578 JS1578 STATE/COUNTY- CA/SACRAMENTO JS1578 USGS QUAD - COURTLAND (1993) JS1578 JS1578 *CURRENT SURVEY CONTROL JS1578 ___________________________________________________________________ JS1578* NAD 83(1986)- 38 18 16. (N) 121 34 33. (W) SCALED JS1578* NAVD 88 - 7.63 (+/-2cm) 25.0 (feet) VERTCON JS1578 ___________________________________________________________________ JS1578 GEOID HEIGHT- -31.56 (meters) GEOID99 JS1578 JS1578 VERT ORDER - THIRD (See Below) JS1578 JS1578.The horizontal coordinates were scaled from a topographic map and have JS1578.an estimated accuracy of +/- 6 seconds. JS1578 JS1578.The NAVD 88 height was computed by applying the VERTCON shift value to JS1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1578.The vertical order pertains to the superseded datum. JS1578 JS1578.The geoid height was determined by GEOID99. JS1578 JS1578; North East Units Estimated Accuracy JS1578;SPC CA 2 - 570,890. 2,037,100. MT (+/- 180 meters Scaled) JS1578 JS1578 SUPERSEDED SURVEY CONTROL JS1578 JS1578 NGVD 29 - 6.89 (m) 22.6 (f) RESET 3 JS1578 JS1578.Superseded values are not recommended for survey control. JS1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1578.See file dsdata.txt to determine how the superseded data were derived. JS1578 JS1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH245405(NAD 83) JS1578_MARKER: DR = REFERENCE MARK DISK JS1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1578_STAMPING: BM 42 1931 NO 1 JS1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1578+STABILITY: SURFACE MOTION JS1578 JS1578 HISTORY - Date Condition Report By JS1578 HISTORY - 1931 MONUMENTED CGS JS1578 HISTORY - 1970 GOOD NGS JS1578 JS1578 STATION DESCRIPTION JS1578 JS1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 JS1578'6 MI NW FROM WALNUT GROVE. JS1578'0.2 MILE NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE JS1578'AT WALNUT GROVE, CROSSING A BRIDGE OVER THE SACRAMENTO RIVER, JS1578'THENCE 5.8 MILES NORTHWEST ALONG STATE HIGHWAY 160, AT THE JS1578'T-JUNCTION OF A PAVED ROAD LEADING SOUTHWEST ALONG STEAMBOAT JS1578'SLOUGH, 83.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE JS1578'SOUTHEAST CONCRETE BLOCK ABOVE THE SOUTH CONCRETE ABUTMENT JS1578'OF A BASCULE BRIDGE OVER STEAMBOAT SLOUGH, 52.7 FEET SOUTHEAST JS1578'OF BENCH MARK 60 (USE), 42.0 FEET SOUTHEAST OF A LARGE, METAL JS1578'LIGHT STANDARD, 22.8 FEET NORTHEAST OF THE CENTERLINE OF THE JS1578'HIGHWAY, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE JS1578'TOP OF A CONCRETE POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS1579 *********************************************************************** JS1579 DESIGNATION - 60 RM 3 JS1579 PID - JS1579 JS1579 STATE/COUNTY- CA/SACRAMENTO JS1579 USGS QUAD - COURTLAND (1993) JS1579 JS1579 *CURRENT SURVEY CONTROL JS1579 ___________________________________________________________________ JS1579* NAD 83(1986)- 38 18 15. (N) 121 34 34. (W) SCALED JS1579* NAVD 88 - 8.75 (+/-2cm) 28.7 (feet) VERTCON JS1579 ___________________________________________________________________ JS1579 GEOID HEIGHT- -31.56 (meters) GEOID99 JS1579 JS1579 VERT ORDER - THIRD (See Below) JS1579 JS1579.The horizontal coordinates were scaled from a topographic map and have JS1579.an estimated accuracy of +/- 6 seconds. JS1579 JS1579.The NAVD 88 height was computed by applying the VERTCON shift value to JS1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1579.The vertical order pertains to the superseded datum. JS1579 JS1579.The geoid height was determined by GEOID99. JS1579 JS1579; North East Units Estimated Accuracy JS1579;SPC CA 2 - 570,850. 2,037,080. MT (+/- 180 meters Scaled) JS1579 JS1579 SUPERSEDED SURVEY CONTROL JS1579 JS1579 NGVD 29 - 8.01 (m) 26.3 (f) RESET 3 JS1579 JS1579.Superseded values are not recommended for survey control. JS1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1579.See file dsdata.txt to determine how the superseded data were derived. JS1579 JS1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH244405(NAD 83) JS1579_MARKER: DB = BENCH MARK DISK JS1579_SETTING: 30 = CONCRETE BLOCK JS1579_STAMPING: BM 60 USE 1931 NO 3 1970 JS1579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JS1579 JS1579 HISTORY - Date Condition Report By JS1579 HISTORY - 1970 MONUMENTED NGS JS1579 JS1579 STATION DESCRIPTION JS1579 JS1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 JS1579'6 MI NW FROM WALNUT GROVE. JS1579'0.2 MILE NORTHWEST ALONG A PAVED ROAD FROM THE POST OFFICE AT JS1579'WALNUT GROVE, CROSSING A BRIDGE OVER THE SACRAMENTO RIVER, JS1579'THENCE 5.8 MILES NORTHWEST ALONG STATE HIGHWAY 160, AT THE JS1579'T-JUNCTION OF A PAVED ROAD LEADING SOUTHWEST ALONG STEAMBOAT JS1579'SLOUGH, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTHWEST JS1579'3-FOOT-SQUARE AND 4-1/2-FOOT-HIGH CONCRETE BLOCK OVER THE SOUTH JS1579'CONCRETE ABUTMENT OF A BASCULE BRIDGE OVER STEAMBOAT SLOUGH, JS1579'51.7 FEET NORTHWEST OF BENCH MARK 60 (USE), 11.4 FEET WEST OF THE JS1579'CENTERLINE OF THE HIGHWAY, 0.8 FOOT EAST OF THE SOUTHWEST CORNER JS1579'OF THE CONCRETE BLOCK, AND 0.6 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS4819 *********************************************************************** JS4819 DESIGNATION - A 953 RESET JS4819 PID - JS4819 JS4819 STATE/COUNTY- CA/SACRAMENTO JS4819 USGS QUAD - CARMICHAEL (1992) JS4819 JS4819 *CURRENT SURVEY CONTROL JS4819 ___________________________________________________________________ JS4819* NAD 83(1986)- 38 30 46. (N) 121 16 26. (W) SCALED JS4819* NAVD 88 - 40.09 (+/-2cm) 131.5 (feet) VERTCON JS4819 ___________________________________________________________________ JS4819 GEOID HEIGHT- -30.27 (meters) GEOID99 JS4819 JS4819 VERT ORDER - THIRD (See Below) JS4819 JS4819.The horizontal coordinates were scaled from a topographic map and have JS4819.an estimated accuracy of +/- 6 seconds. JS4819 JS4819.The NAVD 88 height was computed by applying the VERTCON shift value to JS4819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS4819.The vertical order pertains to the superseded datum. JS4819 JS4819.The geoid height was determined by GEOID99. JS4819 JS4819; North East Units Estimated Accuracy JS4819;SPC CA 2 - 594,180. 2,063,330. MT (+/- 180 meters Scaled) JS4819 JS4819 SUPERSEDED SURVEY CONTROL JS4819 JS4819 NGVD 29 - 39.35 (m) 129.1 (f) RESET 3 JS4819 JS4819.Superseded values are not recommended for survey control. JS4819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4819.See file dsdata.txt to determine how the superseded data were derived. JS4819 JS4819_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH504641(NAD 83) JS4819_MARKER: DV = VERTICAL CONTROL DISK JS4819_SETTING: 32 = CULVERT HEADWALL JS4819_STAMPING: A 953 RESET 1979 JS4819_MARK LOGO: NGS JS4819_MAGNETIC: N = NO MAGNETIC MATERIAL JS4819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4819+STABILITY: SURFACE MOTION JS4819 JS4819 HISTORY - Date Condition Report By JS4819 HISTORY - 1979 MONUMENTED CADT JS4819 JS4819 STATION DESCRIPTION JS4819 JS4819'DESCRIBED BY CALTRANS 1979 JS4819'4.6 MILES (7.4 KM) NORTHWEST ALONG STATE HIGHWAY 16 FROM THE POST JS4819'OFFICE IN SLOUGHOUSE, ON TOP OF SOUTH-SOUTHWEST HEADWALL OF A DOUBLE JS4819'BOX CULVERT, 25 FEET (7.6 M) SOUTH-SOUTHWEST OF CENTERLINE OF JS4819'HIGHWAY, 0.5 FEET (15.2 CM) LOWER THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS0967 *********************************************************************** JS0967 DESIGNATION - ANTELOPE RM 3 JS0967 PID - JS0967 JS0967 STATE/COUNTY- CA/SACRAMENTO JS0967 USGS QUAD - CITRUS HEIGHTS (1992) JS0967 JS0967 *CURRENT SURVEY CONTROL JS0967 ___________________________________________________________________ JS0967* NAD 83(1986)- 38 42 12. (N) 121 21 38. (W) SCALED JS0967* NAVD 88 - 49.63 (+/-2cm) 162.8 (feet) VERTCON JS0967 ___________________________________________________________________ JS0967 GEOID HEIGHT- -30.38 (meters) GEOID99 JS0967 JS0967 VERT ORDER - THIRD (See Below) JS0967 JS0967.The horizontal coordinates were scaled from a topographic map and have JS0967.an estimated accuracy of +/- 6 seconds. JS0967 JS0967.The NAVD 88 height was computed by applying the VERTCON shift value to JS0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS0967.The vertical order pertains to the superseded datum. JS0967 JS0967.The geoid height was determined by GEOID99. JS0967 JS0967; North East Units Estimated Accuracy JS0967;SPC CA 2 - 615,270. 2,055,620. MT (+/- 180 meters Scaled) JS0967 JS0967 SUPERSEDED SURVEY CONTROL JS0967 JS0967 NGVD 29 - 48.86 (m) 160.3 (f) RESET 3 JS0967 JS0967.Superseded values are not recommended for survey control. JS0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS0967.See file dsdata.txt to determine how the superseded data were derived. JS0967 JS0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH425851(NAD 83) JS0967_MARKER: DR = REFERENCE MARK DISK JS0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS0967_STAMPING: ANTELOPE 1939 NO 3 1971 JS0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS0967+STABILITY: SURFACE MOTION JS0967 JS0967 HISTORY - Date Condition Report By JS0967 HISTORY - 1971 MONUMENTED NGS JS0967 JS0967 STATION DESCRIPTION JS0967 JS0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 JS0967'1.9 MI SW FROM ANTELOPE. JS0967'0.5 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM JS0967'THE POST OFFICE AT ANTELOPE, THENCE 1.4 MILES WEST ALONG U STREET, JS0967'0.15 MILE EAST OF THE JUNCTION OF WALERGA ROAD LEADING SOUTH, JS0967'34 YARDS EAST-SOUTHEAST OF THE JUNCTION OF AN ENTRANCE ROAD JS0967'LEADING NORTH TO A DRIVE-IN MOVIE, 106.2 FEET NORTHWEST OF JS0967'TRIANGULATION STATION ANTELOPE, 57.7 FEET WEST OF A JS0967'TRIANGULAR-BLAZED 30-INCH OAK TREE, 41.3 FEET SOUTH OF THE JS0967'CENTERLINE OF U STREET, ABOUT 2 FEET HIGHER THAN THE STREET, AND JS0967'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS4839 *********************************************************************** JS4839 DESIGNATION - AP STA A2 JS4839 PID - JS4839 JS4839 STATE/COUNTY- CA/SACRAMENTO JS4839 USGS QUAD - SACRAMENTO WEST (1992) JS4839 JS4839 *CURRENT SURVEY CONTROL JS4839 ___________________________________________________________________ JS4839* NAD 83(1992)- 38 30 18.05429(N) 121 30 01.31150(W) ADJUSTED JS4839* NAVD 88 - 5.00 (meters) 16.4 (feet) GPS OBS JS4839 ___________________________________________________________________ JS4839 EPOCH DATE - 1997.30 JS4839 X - -2,611,319.446 (meters) COMP JS4839 Y - -4,261,225.226 (meters) COMP JS4839 Z - 3,949,448.892 (meters) COMP JS4839 LAPLACE CORR- 3.13 (seconds) DEFLEC99 JS4839 ELLIP HEIGHT- -25.97 (meters) GPS OBS JS4839 GEOID HEIGHT- -30.89 (meters) GEOID99 JS4839 JS4839 HORZ ORDER - FIRST JS4839 ELLP ORDER - FOURTH CLASS I JS4839 JS4839.This mark is at Sacramento Exec Airport (SAC) JS4839 JS4839.The horizontal coordinates were established by GPS observations JS4839.and adjusted by the National Geodetic Survey in July 1998. JS4839.The horizontal coordinates are valid at the epoch date displayed above. JS4839.The epoch date for horizontal control is a decimal equivalence JS4839.of Year/Month/Day. JS4839 JS4839.The orthometric height was determined by GPS observations and a JS4839.high-resolution geoid model using precise GPS observation and JS4839.processing techniques. JS4839 JS4839.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS4839 JS4839.The Laplace correction was computed from DEFLEC99 derived deflections. JS4839 JS4839.The ellipsoidal height was determined by GPS observations JS4839.and is referenced to NAD 83. JS4839 JS4839.The geoid height was determined by GEOID99. JS4839 JS4839; North East Units Scale Converg. JS4839;SPC CA 2 - 593,181.777 2,043,579.858 MT 0.99996550 +0 18 54.0 JS4839;SPC CA 2 - 1,946,130.55 6,704,644.92 sFT 0.99996550 +0 18 54.0 JS4839;UTM 10 - 4,262,915.422 630,759.368 MT 0.99981056 +0 56 01.6 JS4839 JS4839 SUPERSEDED SURVEY CONTROL JS4839 JS4839 NAD 83(1992)- 38 30 18.05394(N) 121 30 01.31189(W) AD(1997.30) 1 JS4839 ELLIP HT - -25.88 (m) GP(1997.30) 3 1 JS4839 NAD 83(1992)- 38 30 18.05123(N) 121 30 01.31023(W) AD(1991.35) 2 JS4839 ELLIP HT - -25.74 (m) GP(1991.35) 4 2 JS4839 NGVD 29 - 4.34 (m) 14.2 (f) LEVELING 3 JS4839 JS4839.Superseded values are not recommended for survey control. JS4839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4839.See file dsdata.txt to determine how the superseded data were derived. JS4839 JS4839_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3075962915(NAD 83) JS4839_MARKER: DT = TOPOGRAPHIC STATION DISK JS4839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS4839_STAMPING: AP 1966 STA A2 JS4839_MARK LOGO: CGS JS4839_MAGNETIC: O = OTHER; SEE DESCRIPTION JS4839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4839+STABILITY: SURFACE MOTION JS4839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS4839+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1997 JS4839 JS4839 HISTORY - Date Condition Report By JS4839 HISTORY - 1966 MONUMENTED CGS JS4839 HISTORY - 19910615 GOOD NGS JS4839 HISTORY - 19920512 GOOD JS4839 HISTORY - 19970826 GOOD BOR JS4839 HISTORY - 20020831 GOOD FRAME JS4839 JS4839 STATION DESCRIPTION JS4839 JS4839'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 JS4839'STATION IS LOCATED AT THE SACRMENTO EXECUTIVE AIRPORT SOUTH OF JS4839'DOWNTOWN JUST SOUTHEAST OF THE END OF RUNWAY 2. JS4839'IT IS 45.3 FT (13.81 M) SOUTHEAST OF THE MOST SOUTHEASTERLY GREEN AND JS4839'RED THRESHOLD LIGHT, 20.95 FT (6.39 M) EAST OF THE SOUTHEAST END OF A JS4839'CONCRETE LIGHT BAR AND 25.05 FT (7.64 M) SOUTH-SOUTHEAST OF THE JS4839'SOUTH-EASTERLY ONE OF TWO BLUE TAXIWAY LIGHTS EAST OF THE CORNER OF JS4839'THE RUNWAY. JS4839 JS4839 STATION RECOVERY (1991) JS4839 JS4839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 JS4839'THE STATION IS LOCATED AT THE SACRAMENTO EXECUTIVE AIRPORT AT RUNWAY JS4839'END 2. THE STATION IS LOCATED 45.3 FT (13.8 M) SE OF THE JS4839'SOUTHEASTERLY THRESHOLD LIGHT, 20.95 FT (6.39 M) EAST OF THE SOUTHEAST JS4839'END OF THE THRESHOLD LIGHT BAR AND 25.05 FT (7.64 M) SSE OF THE JS4839'SOUTHEASTERLY OF TWO TAXIWAY LIGHTS. THE STATION IS A STANDARD JS4839'TOPOGRAPHIC DISK STAMPED AP 1966 STA A2 AND SET IN THE TOP OF A JS4839'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. JS4839 JS4839 STATION RECOVERY (1992) JS4839 JS4839'RECOVERED 1992 JS4839'RECOVERED IN GOOD CONDITION. JS4839 JS4839 STATION RECOVERY (1997) JS4839 JS4839'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS4839'THE STATION WAS RECOVERED AND A COMPLETE NEW DESCRIPTION FOLLOWS. THE JS4839'STATION IS LOCATED AT THE SACRAMENTO EXECUTIVE AIRPORT, SOUTHEAST OF JS4839'THE END OF RUNWAY 02, ABOUT 4.95 MI (7.97 KM) AIRLINE SOUTH OF THE JS4839'STATE CAPITOL. ACCESS IS RESTRICTED. CONTACT THE AIRPORT MANAGER AT JS4839'(916) 875-9035 OR (916) 929-5411 (24 HRS.) FOR ENTRY AND AN ESCORT TO JS4839'THE STATION. FROM THE FRONT DOORS OF THE TERMINAL BUILDING, GO SOUTH JS4839'ABOUT 375 FT (114.3 M) TO A STOP SIGN. CROSS THE INTERSECTION AND JS4839'TURN LEFT (EAST) TO ENTER THROUGH A GATE INTO RESTRICTED PROPERTY. JS4839'FROM THE GATE, GO SOUTHEAST ABOUT 150 FT (45.7 M) TO THE NORTHEAST JS4839'CORNER OF A TAN WOODEN HANGAR. TURN RIGHT (SOUTH) AND GO JS4839'SOUTH-SOUTHWEST, SOUTH, AND THEN EAST AROUND THE END OF RUNWAY 02 FOR JS4839'0.55 MI (0.89 KM) TO THE STATION ON THE RIGHT (SOUTH) . THE STATION JS4839'IS SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, 20.91 FT JS4839'(6.37 M) FROM THE CENTER OF THE EASTERN-MOST ROUND METAL ACCESS COVER JS4839'IN ABANDONED APPROACH END MARKER LIGHTS, 25.11 FT (7.65 M) JS4839'SOUTH-SOUTHEAST OF EASTERN-MOST OF TWO BLUE TAXIWAY LIGHTS, AND 125.78 JS4839'FT (38.34 M) SOUTHEAST OF A PK-NAIL/WASHER MARKING THE CENTERLINE OF JS4839'THE RUNWAY. THE STATION WAS OCCUPIED AS PART OF THE SAN JS4839'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. JS4839 JS4839 STATION RECOVERY (2002) JS4839 JS4839'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS4839'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS4249 *********************************************************************** JS4249 DESIGNATION - BRACK 2 JS4249 PID - JS4249 JS4249 STATE/COUNTY- CA/SACRAMENTO JS4249 USGS QUAD - THORNTON (1978) JS4249 JS4249 *CURRENT SURVEY CONTROL JS4249 ___________________________________________________________________ JS4249* NAD 83(1992)- 38 10 31.47934(N) 121 24 01.67977(W) ADJUSTED JS4249* NAVD 88 - 5.81 (meters) 19.1 (feet) GPS OBS JS4249 ___________________________________________________________________ JS4249 EPOCH DATE - 1997.30 JS4249 X - -2,615,710.920 (meters) COMP JS4249 Y - -4,285,143.920 (meters) COMP JS4249 Z - 3,920,752.543 (meters) COMP JS4249 LAPLACE CORR- 4.98 (seconds) DEFLEC99 JS4249 ELLIP HEIGHT- -25.64 (meters) GPS OBS JS4249 GEOID HEIGHT- -31.39 (meters) GEOID99 JS4249 JS4249 HORZ ORDER - FIRST JS4249 VERT ORDER - THIRD (See Below) JS4249 ELLP ORDER - FOURTH CLASS I JS4249 JS4249.The horizontal coordinates were established by GPS observations JS4249.and adjusted by the National Geodetic Survey in July 1998. JS4249.The horizontal coordinates are valid at the epoch date displayed above. JS4249.The epoch date for horizontal control is a decimal equivalence JS4249.of Year/Month/Day. JS4249 JS4249.The orthometric height was determined by GPS observations and a JS4249.high-resolution geoid model using precise GPS observation and JS4249.processing techniques. JS4249.The vertical order pertains to the superseded datum. JS4249 JS4249.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS4249 JS4249.The Laplace correction was computed from DEFLEC99 derived deflections. JS4249 JS4249.The ellipsoidal height was determined by GPS observations JS4249.and is referenced to NAD 83. JS4249 JS4249.The geoid height was determined by GEOID99. JS4249 JS4249; North East Units Scale Converg. JS4249;SPC CA 2 - 556,648.249 2,052,534.514 MT 1.00003955 +0 22 40.8 JS4249;SPC CA 2 - 1,826,270.13 6,734,023.65 sFT 1.00003955 +0 22 40.8 JS4249;UTM 10 - 4,226,486.425 640,103.931 MT 0.99984175 +0 59 19.6 JS4249 JS4249: Primary Azimuth Mark Grid Az JS4249:SPC CA 2 - Z 463 RESET 098 42 21.5 JS4249:UTM 10 - Z 463 RESET 098 05 42.7 JS4249 JS4249|---------------------------------------------------------------------| JS4249| PID Reference Object Distance Geod. Az | JS4249| dddmmss.s | JS4249| JS4246 Z 463 RESET APPROX. 0.5 KM 0990502.3 | JS4249| JS4243 BRACK 101.345 METERS 12935 | JS4249| JS4248 BRACK 2 RM 3 21.010 METERS 17823 | JS4249| JS4824 BRACK 2 RM 4 12.508 METERS 27119 | JS4249| JS4235 THORNTON CANNING CO TANK APPROX. 5.7 KM 3461001.5 | JS4249|---------------------------------------------------------------------| JS4249 JS4249 SUPERSEDED SURVEY CONTROL JS4249 JS4249 NAD 83(1992)- 38 10 31.47893(N) 121 24 01.68003(W) AD(1997.30) 1 JS4249 ELLIP HT - -25.56 (m) GP(1997.30) 3 1 JS4249 NAD 83(1992)- 38 10 31.47609(N) 121 24 01.67564(W) AD(1991.35) 2 JS4249 ELLIP HT - -25.45 (m) GP(1991.35) 4 1 JS4249 NAD 83(1986)- 38 10 31.46922(N) 121 24 01.67681(W) AD(1984.00) 2 JS4249 NAD 27 - 38 10 31.76894(N) 121 23 57.85613(W) AD( ) 2 JS4249 NGVD 29 - 5.05 (m) 16.6 (f) RESET 3 JS4249 JS4249.Superseded values are not recommended for survey control. JS4249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4249.See file dsdata.txt to determine how the superseded data were derived. JS4249 JS4249_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4010426486(NAD 83) JS4249_MARKER: DH = HORIZONTAL CONTROL DISK JS4249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS4249_STAMPING: BRACK 2 1977 JS4249_MARK LOGO: NGS JS4249_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT JS4249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4249+STABILITY: SURFACE MOTION JS4249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS4249+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1997 JS4249 JS4249 HISTORY - Date Condition Report By JS4249 HISTORY - 1977 MONUMENTED NGS JS4249 HISTORY - 1977 GOOD NGS JS4249 HISTORY - 1988 GOOD NGS JS4249 HISTORY - 19920112 GOOD NOS JS4249 HISTORY - 19930324 GOOD NGS JS4249 HISTORY - 19970902 GOOD BOR JS4249 JS4249 STATION DESCRIPTION JS4249 JS4249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN) JS4249'THE STATION IS LOCATED ON THE SOUTH SIDE OF A FENCE LINE JUST SOUTH JS4249'OF AN EAST-WEST IRRIGATION DITCH AT A POINT WHERE IT TURNS NORTH JS4249'AND IS AIRLINE ABOUT 7-1/2 MILES WEST-NORTHWEST OF LODI, 4 MILES JS4249'SOUTH-SOUTHEAST OF THORNTON, 1/10 MILE NORTHWEST OF AND ACROSS JS4249'INTERSTATE HIGHWAY 5 FROM THE INTERSECTION OF THORNTON AND ACAMPO JS4249'ROADS, AND IS AT THE MC LOD RANCH WHICH IS OWNED BY SHAMROCK JS4249'FOOD COMPANY, PHOENIX, ARIZONA. JS4249' JS4249'TO REACH THE STATION FROM THE POST OFFICE AT THORNTON GO JS4249'SOUTHEAST ON THORNTON ROAD 4.8 MILES TO AN INTERSECTION. TURN JS4249'RIGHT ONTO WOODBRIDGE ROAD AND GO WEST 0.1 MILE TO A SIDE ROAD JS4249'ON THE RIGHT. TURN RIGHT ONTO THE WEST FRONTAGE ROAD OF JS4249'INTERSTATE HIGHWAY 5 AND GO NORTH 0.9 MILE TO A RANCH ENTRANCE JS4249'ROAD ON THE LEFT. CONTINUE NORTH 0.1 MILE TO A SHARP LEFT TURN JS4249'IN THE ROAD AND THE STATION SITE. JS4249' JS4249'THE SURFACE AND UNDERGROUND STATION MARKS ARE NGS HORIZONTAL JS4249'CONTROL DISKS STAMPED BRACK 2 1977. THE UNDERGROUND MARK IS SET JS4249'IN THE TOP OF A BLOCK OF CONCRETE 3.3 FEET BELOW THE SURFACE OF JS4249'THE GROUND. THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH JS4249'CONCRETE CYLINDER FLUSH WITH THE GROUND AND IS 33.5 FEET WEST OF JS4249'THE WEST R/W FENCE OF INTERSTATE HIGHWAY 5, 33 FEET NORTHEAST OF JS4249'THE CENTERLINE OF A FARM ROAD, 5.0 FEET SOUTHWEST OF THE EAST JS4249'END OF A DOUBLE-PULL POST, 3.0 FEET SOUTH OF A FENCE LINE, AND JS4249'2.3 FEET SOUTH OF A METAL WITNESS POST. JS4249' JS4249'REFERENCE MARK 3 IS AN NGS REFERENCE MARK DISK STAMPED BRACK 2 JS4249'NO 3 1977 SET IN THE TOP OF A 10-INCH CONCRETE CYLINDER FLUSH WITH JS4249'THE GROUND AND IS 33.5 FEET WEST OF THE HIGHWAY R/W FENCE, 21.5 JS4249'FEET NORTH OF THE NORTH END OF A DOUBLE-PULL POST, 13 FEET WEST JS4249'OF THE CENTERLINE OF THE FARM ROAD, AND 1.5 FEET EAST OF A FENCE JS4249'LINE. JS4249' JS4249'REFERENCE MARK 4 IS AN NGS REFERENCE MARK DISK STAMPED BRACK 2 NO JS4249'4 1977 SET IN THE TOP OF A 10-INCH CONCRETE CYLINDER FLUSH WITH THE JS4249'GROUND AND IS 15 FEET NORTH OF THE CENTERLINE OF THE FARM ROAD AND JS4249'2.0 FEET SOUTH OF A FENCE LINE. JS4249' JS4249'THE AZIMUTH MARK IS AN NGS VERTICAL CONTROL DISK STAMPED Z 463 JS4249'RESET 1977 SET IN THE TOP OF A 10-INCH CONCRETE CYLINDER JS4249'PROJECTING 0.2 FOOT ABOVE THE GROUND AND IS 70 FEET SOUTH OF THE JS4249'CENTERLINE OF ACAMPO ROAD, 21 FEET EAST OF THE EAST EDGE OF A JS4249'CONCRETE DITCH, 10 FEET EAST OF THE CENTERLINE OF A PAVED PRIVATE JS4249'ROAD, 3.8 FEET NORTH OF A GUYED POWER POLE, 1.5 FEET NORTH OF A JS4249'METAL WITNESS POST, AND ABOUT LEVEL WITH THE ROADS. JS4249' JS4249'TO REACH THE AZIMUTH MARK (BM Z 463 RESET 1977) FROM THE POST JS4249'OFFICE AT THORNTON GO SOUTHEAST ON THORNTON ROAD 3.8 MILES TO A JS4249'SIDE ROAD ON THE LEFT. TURN LEFT ONTO ACAMPO ROAD AND GO EAST JS4249'0.25 MILE TO A SIDE ROAD AND THE MARK ON THE RIGHT. JS4249' JS4249'NOTE--A STEEL REINFORCING BAR, 3/8-INCH IN DIAMETER AND 2-1/2 JS4249'FEET LONG, WAS DRIVEN FLUSH WITH THE GROUND ON THE NORTH SIDES JS4249'OF ALL THE MARKS. JS4249 JS4249 STATION RECOVERY (1977) JS4249 JS4249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 JS4249'RECOVERED IN GOOD CONDITION. JS4249 JS4249 STATION RECOVERY (1988) JS4249 JS4249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (PPG) JS4249'RECOVERED IN GOOD CONDITION. JS4249 JS4249 STATION RECOVERY (1992) JS4249 JS4249'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 JS4249'RECOVERED IN GOOD CONDITION. JS4249 JS4249 STATION RECOVERY (1993) JS4249 JS4249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 JS4249'4.8 MILES (7.7 KM) SOUTHEAST ALONG THORNTON ROAD FROM THE POST OFFICE JS4249'AT THORNTON, THENCE 0.1 MILE (0.2 KM) WEST ALONG WOODBRIDGE ROAD, JS4249'THENCE 1.0 MILE (1.6 KM) NORTH ALONG THE INTERSTATE HIGHWAY 5 WEST JS4249'FRONTAGE ROAD, 33.5 FEET (10.2 M) WEST OF THE WEST R/W FENCE OF THE JS4249'HIGHWAY, 33 FEET (10.1 M) NORTHEAST OF THE CENTERLINE OF A FARM ROAD, JS4249'5.0 FEET (1.5 M) SOUTHWEST OF THE EAST END OF A DOUBLE PULL POST, 3.0 JS4249'FEET (0.9 M) SOUTH OF A FENCE LINE, 2.3 FEET (0.7 M) SOUTH OF A METAL JS4249'WITNESS POST, AT A SHARP LEFT TURN IN THE ROAD, AND SET IN THE TOP OF JS4249'A CONCRETE POST FLUSH WITH THE GROUND. JS4249 JS4249 STATION RECOVERY (1997) JS4249 JS4249'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS4249'THE STATION WAS RECOVERED AND A COMPLETE NEW DESCRIPTION FOLLOWS. THE JS4249'STATION IS ABOUT 28.17 MI (45.33 KM) SOUTH OF THE STATE CAPITOL IN JS4249'SACRAMENTO, 7.5 MI (12.1 KM) NORTHWEST OF LODI, AND ABOUT 3.4 MI (5.5 JS4249'KM) SOUTH OF THORNTON. TO REACH THE STATION FROM THE INTERSECTION OF JS4249'INTERSTATE HIGHWAY 5 AND PELTIER ROAD, GO EAST ON PELTIER ROAD FOR JS4249'0.15 MI (0.24 KM) TO THE INTERSECTION OF THORNTON ROAD. TURN RIGHT JS4249'AND GO SOUTH ON THORNTON ROAD FOR 2.0 MI (3.2 KM) TO THE INTERSECTION JS4249'OF WOODBRIDGE ROAD. TURN RIGHT AND GO WEST ON WOODBRIDGE ROAD UNDER JS4249'THE HIGHWAY FOR 0.1 MI (0.2 KM) TO VAN EXEL ROAD. TURN RIGHT AND GO JS4249'NORTH ON VAN EXEL ROAD FOR 1.0 MI (1.6 KM) TO THE STATION ON THE NORTH JS4249'SIDE OF A SHARP LEFT TURN ON A DIRT ROAD TO THE WEST. TO REACH THE JS4249'STATION FROM INTERSTATE HIGHWAY 5 FROM THE SOUTH, EXIT AT TURNER ROAD. JS4249'TURN RIGHT ON TURNER ROAD AND GO EAST FOR 0.5 MI (0.8 KM) TO THE JS4249'INTERSECTION OF THORNTON ROAD. TURN LEFT AND GO NORTH ON THORNTON JS4249'ROAD FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF WOODBRIDGE ROAD. TURN JS4249'LEFT ONTO WOODBRIDGE ROAD AND CONTINUE AS DESCRIBED ABOVE. THE JS4249'STATION IS PERCHED ON THE NORTH EDGE OF A TERRACE IN A BI-LEVEL FARM JS4249'FIELD, 34.7 FT (10.6 M) WEST OF THE WEST RIGHT-OF-WAY FENCE OF JS4249'INTERSTATE HIGHWAY 5, ABOUT 6.6 FT (2.0 M) NORTH OF THE EXTENDED JS4249'CENTERLINE OF THE EAST/WEST FARM ROAD, AND 1.0 FT (0.3 M) SOUTH OF A JS4249'CARSONITE WITNESS POST. THE DOUBLE-PULL POST, ADJACENT FENCELINE, JS4249'IRRIGATION DITCH, AND METAL WITNESS POST HAVE ALL BEEN REMOVED. JS4249'REFERENCE MARK 4 WAS RECOVERED IN GOOD CONDITION WEST OF THE STATION JS4249'ON THE NORTH SIDE OF THE DIRT FARM ROAD, ON THE EDGE OF THE TERRACE, JS4249'FLUSH WITH THE SURFACE OF THE GROUND. REFERENCE MARK 3 WAS RECOVERED JS4249'IN GOOD CONDITION SOUTH OF THE STATION ABOUT 2 FT (0.6 M) EAST OF A JS4249'FENCE INSIDE THE CURVE OF THE FARM ROAD, FLUSH WITH THE SURFACE OF THE JS4249'GROUND. THE FENCE IS WIRELESS AND IN SERIOUS DISREPAIR. THE STATION JS4249'WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA JS4249'GPS/VERTICAL PROJECT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AC9237 *********************************************************************** 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(1992)- 38 39 18.53792(N) 121 23 14.17065(W) ADJUSTED AC9237* NAVD 88 - 23.38 (meters) 76.7 (feet) LEVELING AC9237 ___________________________________________________________________ AC9237 EPOCH DATE - 1991.35 AC9237 X - -2,597,498.036 (meters) COMP AC9237 Y - -4,257,511.766 (meters) COMP AC9237 Z - 3,962,489.108 (meters) COMP AC9237 LAPLACE CORR- 3.96 (seconds) DEFLEC99 AC9237 ELLIP HEIGHT- -7.06 (meters) GPS OBS AC9237 GEOID HEIGHT- -30.49 (meters) GEOID99 AC9237 AC9237 HORZ ORDER - FIRST AC9237 VERT ORDER - THIRD ? AC9237 ELLP ORDER - FOURTH CLASS II AC9237 AC9237.The horizontal coordinates were established by GPS observations AC9237.and adjusted by the National Geodetic Survey in June 1997. 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 differential leveling. AC9237.The vertical network tie was performed by a horz. field party for horz. AC9237.obs reductions. Reset procedures were used to establish the elevation. 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 GEOID99. AC9237 AC9237; North East Units Scale Converg. AC9237;SPC CA 2 - 609,907.030 2,053,331.849 MT 0.99994260 +0 23 10.7 AC9237;SPC CA 2 - 2,001,003.31 6,736,639.57 sFT 0.99994260 +0 23 10.7 AC9237;UTM 10 - 4,279,743.073 640,328.601 MT 0.99984250 +1 00 27.1 AC9237 AC9237 SUPERSEDED SURVEY CONTROL AC9237 AC9237.No superseded survey control is available for this station. AC9237 AC9237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4032979743(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 - June 10, 1994 AC9237 AC9237 HISTORY - Date Condition Report By AC9237 HISTORY - 1992 MONUMENTED FE AC9237 HISTORY - 19940610 GOOD CADT AC9237 HISTORY - 20020831 GOOD FRAME 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS4311 *********************************************************************** 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(1992)- 38 20 24.75764(N) 121 33 40.04811(W) ADJUSTED JS4311* NAVD 88 - 8.06 (meters) 26.4 (feet) GPS OBS JS4311 ___________________________________________________________________ JS4311 EPOCH DATE - 1997.30 JS4311 X - -2,621,788.485 (meters) COMP JS4311 Y - -4,268,142.575 (meters) COMP JS4311 Z - 3,935,118.093 (meters) COMP JS4311 LAPLACE CORR- 5.60 (seconds) DEFLEC99 JS4311 ELLIP HEIGHT- -23.42 (meters) GPS OBS JS4311 GEOID HEIGHT- -31.41 (meters) GEOID99 JS4311 JS4311 HORZ ORDER - B 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 July 1998. 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 GEOID99. JS4311 JS4311; North East Units Scale Converg. JS4311;SPC CA 2 - 574,860.914 2,038,368.547 MT 0.99999845 +0 16 36.1 JS4311;SPC CA 2 - 1,886,022.85 6,687,547.47 sFT 0.99999845 +0 16 36.1 JS4311;SPC CA 3 - 704,760.331 1,907,234.702 MT 0.99998196 -0 38 58.8 JS4311;SPC CA 3 - 2,312,201.19 6,257,319.18 sFT 0.99998196 -0 38 58.8 JS4311;UTM 10 - 4,244,542.755 625,746.659 MT 0.99979473 +0 53 33.7 JS4311 JS4311: Primary Azimuth Mark Grid Az JS4311:SPC CA 2 - UPPER SNODGRASS SW TRANS TOWER 100 05 06.7 JS4311:SPC CA 3 - UPPER SNODGRASS SW TRANS TOWER 101 00 41.6 JS4311:UTM 10 - UPPER SNODGRASS SW TRANS TOWER 099 28 09.1 JS4311 JS4311|---------------------------------------------------------------------| JS4311| PID Reference Object Distance Geod. Az | JS4311| dddmmss.s | JS4311| DB3439 COURTLAND RM 1 AZIMUTH 0410447.6 | JS4311| JS4306 SOUTHERN PACIF RR NE TRANS TWR APPROX. 4.9 KM 0715145.0 | JS4311| JS4316 SOUTHERN PACIF RR SW TRANS TWR APPROX. 4.8 KM 0731315.8 | JS4311| JS4302 UPPER SNODGRASS NE TRANS TOWER APPROX. 3.3 KM 0965303.8 | JS4311| JS4300 UPPER SNODGRASS SW TRANS TOWER APPROX. 3.2 KM 1002142.8 | JS4311| DB3441 COURTLAND RM 4 20.447 METERS 12935 | JS4311| DB3440 COURTLAND RM 2 20.410 METERS 13001 | JS4311| JS4301 SW TRANS TOWER NW OF VORDEN APPROX. 5.4 KM 1821228.0 | JS4311| JS4310 USE 64 21.477 METERS 20517 | JS4311|---------------------------------------------------------------------| JS4311 JS4311 SUPERSEDED SURVEY CONTROL JS4311 JS4311 NAD 83(1992)- 38 20 24.75729(N) 121 33 40.04849(W) AD(1997.30) B JS4311 ELLIP HT - -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 28, 1997 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 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS1781 *********************************************************************** JS1781 DESIGNATION - EMMA RM 3 JS1781 PID - JS1781 JS1781 STATE/COUNTY- CA/SACRAMENTO JS1781 USGS QUAD - JERSEY ISLAND (1978) JS1781 JS1781 *CURRENT SURVEY CONTROL JS1781 ___________________________________________________________________ JS1781* NAD 83(1986)- 38 05 00. (N) 121 42 36. (W) SCALED JS1781* NAVD 88 - 5.14 (+/-2cm) 16.9 (feet) VERTCON JS1781 ___________________________________________________________________ JS1781 GEOID HEIGHT- -32.27 (meters) GEOID99 JS1781 JS1781 VERT ORDER - THIRD (See Below) JS1781 JS1781.The horizontal coordinates were scaled from a topographic map and have JS1781.an estimated accuracy of +/- 6 seconds. JS1781 JS1781.The NAVD 88 height was computed by applying the VERTCON shift value to JS1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1781.The vertical order pertains to the superseded datum. JS1781 JS1781.The geoid height was determined by GEOID99. JS1781 JS1781; North East Units Estimated Accuracy JS1781;SPC CA 2 - 546,300. 2,025,440. MT (+/- 180 meters Scaled) JS1781 JS1781 SUPERSEDED SURVEY CONTROL JS1781 JS1781 NGVD 29 - 4.41 (m) 14.5 (f) RESET 3 JS1781 JS1781.Superseded values are not recommended for survey control. JS1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1781.See file dsdata.txt to determine how the superseded data were derived. JS1781 JS1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH131158(NAD 83) JS1781_MARKER: DR = REFERENCE MARK DISK JS1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1781_STAMPING: EMMA 1931 NO 3 1970 JS1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1781+STABILITY: SURFACE MOTION JS1781 JS1781 HISTORY - Date Condition Report By JS1781 HISTORY - 1970 MONUMENTED NGS JS1781 JS1781 STATION DESCRIPTION JS1781 JS1781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 JS1781'1.5 MI S FROM SHERMAN BRANNAN IS BR. JS1781'1.5 MILES SOUTH ALONG STATE HIGHWAY 160 FROM THE SOUTH END OF JS1781'THE SHERMAN-BRANNAN ISLAND BRIDGE OVER TREE MILE SLOUGH, ON JS1781'SHERMAN ISLAND, ON THE SOUTH BANK OF HORSESHOE BEND, 60 FEET JS1781'EAST OF THE CENTER OF THE JUNCTION OF A FARM ROAD LEADING SOUTH, JS1781'81.7 FEET SOUTH OF REFERENCE MARK EMMA RM 1, 41.3 FEET SOUTHEAST JS1781'OF THE CENTERLINE OF THE HIGHWAY, 21.5 FEET SOUTHEAST OF JS1781'TRIANGULATION STATION EMMA 1931 1970, 1.3 FEET SOUTHWEST OF A JS1781'METAL WITNESS POST, ABOUT 2-1/2 FEET LOWER THAN THE HIGHWAY, AND JS1781'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AE4853 *********************************************************************** AE4853 DESIGNATION - F 1102 RESET AE4853 PID - AE4853 AE4853 STATE/COUNTY- CA/SACRAMENTO AE4853 USGS QUAD - FLORIN (1980) AE4853 AE4853 *CURRENT SURVEY CONTROL AE4853 ___________________________________________________________________ AE4853* NAD 83(1986)- 38 24 57. (N) 121 27 19. (W) SCALED AE4853* NAVD 88 - 6.80 (+/-2cm) 22.3 (feet) VERTCON AE4853 ___________________________________________________________________ AE4853 GEOID HEIGHT- -30.94 (meters) GEOID99 AE4853 AE4853 VERT ORDER - THIRD (See Below) AE4853 AE4853.The horizontal coordinates were scaled from a topographic map and have AE4853.an estimated accuracy of +/- 6 seconds. AE4853 AE4853.The NAVD 88 height was computed by applying the VERTCON shift value to AE4853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE4853.The vertical order pertains to the superseded datum. AE4853 AE4853.The geoid height was determined by GEOID99. AE4853 AE4853; North East Units Estimated Accuracy AE4853;SPC CA 2 - 583,310. 2,047,570. MT (+/- 180 meters Scaled) AE4853 AE4853 SUPERSEDED SURVEY CONTROL AE4853 AE4853 NGVD 29 - 6.06 (m) 19.9 (f) RESET 3 AE4853 AE4853.Superseded values are not recommended for survey control. AE4853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE4853.See file dsdata.txt to determine how the superseded data were derived. AE4853 AE4853_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH348530(NAD 83) AE4853_MARKER: DV = VERTICAL CONTROL DISK AE4853_SETTING: 0 = UNSPECIFIED SETTING AE4853_STAMPING: F 1102 RESET 1995 AE4853_MARK LOGO: NGS AE4853_MAGNETIC: N = NO MAGNETIC MATERIAL AE4853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE4853 AE4853 HISTORY - Date Condition Report By AE4853 HISTORY - 1995 MONUMENTED LOCENG AE4853 AE4853 STATION DESCRIPTION AE4853 AE4853'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (JG) AE4853'FROM THE INTERSECTION OF FRANKLIN BLVD. AND HOOD FRANKLIN ROAD, IN AE4853'THE TOWN OF FRANKLIN, DRIVE NORTH ON FRANKLIN BLVD. 2.8 MILES (4.5 AE4853'KM) TO ELLIOTT RANCH ROAD ON THE LEFT. TURN LEFT, WESTERLY, AND DRIVE AE4853'0.3 MILES (0.5 KM) TO THE END OF A CUL-DE-SAC. THE MARK IS LOCATED ON AE4853'THE WEST SIDE OF THE CENTRAL PACIFIC RAILROAD TRACK, 3 FEET (0.9 M) AE4853'EAST OF A CONCRETE BLOCK SOUND WALL, 2 FEET (0.6 M) NORTH OF THE AE4853'PROLONGATION OF AN EAST-WEST FENCE LINE, AND DIRECTLY BELOW THE AE4853'EASTERLY PROLONGATION OF AN EAST-WEST POWER LINE. THE MARK IS BELOW AE4853'GROUND 0.3 FEET. (9.1 CM) THE NEW MARK IS 5 FEET (1.5 M) AE4853'NORTHEASTERLY OF THE ORIGINAL MARK, WHICH HAS BEEN COVERED BY A NEW AE4853'SECTION OF THE SOUND WALL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS1257 *********************************************************************** JS1257 DESIGNATION - FLORIN RM 2 JS1257 PID - JS1257 JS1257 STATE/COUNTY- CA/SACRAMENTO JS1257 USGS QUAD - FLORIN (1980) JS1257 JS1257 *CURRENT SURVEY CONTROL JS1257 ___________________________________________________________________ JS1257* NAD 83(1986)- 38 29 49. (N) 121 23 51. (W) SCALED JS1257* NAVD 88 - 11.27 (+/-2cm) 37.0 (feet) VERTCON JS1257 ___________________________________________________________________ JS1257 GEOID HEIGHT- -30.68 (meters) GEOID99 JS1257 JS1257 VERT ORDER - THIRD (See Below) JS1257 JS1257.The horizontal coordinates were scaled from a topographic map and have JS1257.an estimated accuracy of +/- 6 seconds. JS1257 JS1257.The NAVD 88 height was computed by applying the VERTCON shift value to JS1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1257.The vertical order pertains to the superseded datum. JS1257 JS1257.The geoid height was determined by GEOID99. JS1257 JS1257; North East Units Estimated Accuracy JS1257;SPC CA 2 - 592,340. 2,052,560. MT (+/- 180 meters Scaled) JS1257 JS1257 SUPERSEDED SURVEY CONTROL JS1257 JS1257 NGVD 29 - 10.52 (m) 34.5 (f) RESET 3 JS1257 JS1257.Superseded values are not recommended for survey control. JS1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1257.See file dsdata.txt to determine how the superseded data were derived. JS1257 JS1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH397621(NAD 83) JS1257_MARKER: DR = REFERENCE MARK DISK JS1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1257_STAMPING: FLORIN NO 2 1939 JS1257_MARK LOGO: CGS JS1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1257+STABILITY: SURFACE MOTION JS1257 JS1257 HISTORY - Date Condition Report By JS1257 HISTORY - 1939 MONUMENTED CGS JS1257 HISTORY - 1970 GOOD NGS JS1257 HISTORY - 1987 GOOD NGS JS1257 JS1257 STATION DESCRIPTION JS1257 JS1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 JS1257'AT FLORIN. JS1257'AT FLORIN, ABOUT 0.1 MILE NORTHWEST OF THE JUNCTION OF FLORIN JS1257'ROAD AND THE SOUTHERN PACIFIC COMPANY RAILROAD TRACK, AT A JUNK JS1257'YARD FOR HEAVY FARM AND CONSTRUCTION EQUIPMENT, 162 FEET JS1257'WEST-SOUTHWEST OF THE WEST RAIL OF THE RAILROAD TRACK, 159 FEET JS1257'SOUTHEAST OF A CHAIN-LINK FENCE ON THE SOUTHEAST SIDE OF A JS1257'DRAINAGE DITCH, 117 FEET WEST-SOUTHWEST OF A CHAIN-LINK FENCE, JS1257'113 FEET NORTHEAST OF A CHAIN-LINK FENCE CORNER, 75.7 FEET SOUTH JS1257'OF TRIANGULATION STATION FLORIN, ABOUT 6 FEET LOWER THAN THE JS1257'TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE JS1257'GROUND. JS1257 JS1257 STATION RECOVERY (1987) JS1257 JS1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 JS1257'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS1258 *********************************************************************** JS1258 DESIGNATION - FLORIN RM 3 JS1258 PID - JS1258 JS1258 STATE/COUNTY- CA/SACRAMENTO JS1258 USGS QUAD - FLORIN (1980) JS1258 JS1258 *CURRENT SURVEY CONTROL JS1258 ___________________________________________________________________ JS1258* NAD 83(1986)- 38 29 49. (N) 121 23 51. (W) SCALED JS1258* NAVD 88 - 11.16 (+/-2cm) 36.6 (feet) VERTCON JS1258 ___________________________________________________________________ JS1258 GEOID HEIGHT- -30.68 (meters) GEOID99 JS1258 JS1258 VERT ORDER - THIRD (See Below) JS1258 JS1258.The horizontal coordinates were scaled from a topographic map and have JS1258.an estimated accuracy of +/- 6 seconds. JS1258 JS1258.The NAVD 88 height was computed by applying the VERTCON shift value to JS1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1258.The vertical order pertains to the superseded datum. JS1258 JS1258.The geoid height was determined by GEOID99. JS1258 JS1258; North East Units Estimated Accuracy JS1258;SPC CA 2 - 592,340. 2,052,560. MT (+/- 180 meters Scaled) JS1258 JS1258 SUPERSEDED SURVEY CONTROL JS1258 JS1258 NGVD 29 - 10.41 (m) 34.2 (f) RESET 3 JS1258 JS1258.Superseded values are not recommended for survey control. JS1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1258.See file dsdata.txt to determine how the superseded data were derived. JS1258 JS1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH397621(NAD 83) JS1258_MARKER: DR = REFERENCE MARK DISK JS1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1258_STAMPING: FLORIN 1939 NO 3 1970 JS1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1258+STABILITY: SURFACE MOTION JS1258 JS1258 HISTORY - Date Condition Report By JS1258 HISTORY - 1970 MONUMENTED CGS JS1258 JS1258 STATION DESCRIPTION JS1258 JS1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 JS1258'AT FLORIN. JS1258'AT FLORIN, ABOUT 0.1 MILE NORTHWEST OF THE JUNCTION OF FLORIN JS1258'ROAD AND THE SOUTHERN PACIFIC COMPANY RAILROAD TRACK, AT A JUNK JS1258'YARD FOR HEAVY FARM AND CONSTRUCTION EQUIPMENT, 134 FEET JS1258'SOUTHEAST OF A CHAIN-LINK FENCE CORNER, 82.1 FEET EAST-NORTHEAST JS1258'OF TRIANGULATION STATION FLORIN, 65.4 FEET WEST-SOUTHWEST OF THE JS1258'WEST RAIL OF THE RAILROAD TRACK, 20.6 FEET WEST-SOUTHWEST OF A JS1258'CHAIN-LINK FENCE, ABOUT 6 FEET LOWER THAN THE TRACK, AND SET JS1258'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS1800 *********************************************************************** JS1800 DESIGNATION - FORK RM 3 JS1800 PID - JS1800 JS1800 STATE/COUNTY- CA/SACRAMENTO JS1800 USGS QUAD - RIO VISTA (1993) JS1800 JS1800 *CURRENT SURVEY CONTROL JS1800 ___________________________________________________________________ JS1800* NAD 83(1986)- 38 10 17. (N) 121 40 01. (W) SCALED JS1800* NAVD 88 - 8.50 (+/-2cm) 27.9 (feet) VERTCON JS1800 ___________________________________________________________________ JS1800 GEOID HEIGHT- -32.10 (meters) GEOID99 JS1800 JS1800 VERT ORDER - THIRD (See Below) JS1800 JS1800.The horizontal coordinates were scaled from a topographic map and have JS1800.an estimated accuracy of +/- 6 seconds. JS1800 JS1800.The NAVD 88 height was computed by applying the VERTCON shift value to JS1800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1800.The vertical order pertains to the superseded datum. JS1800 JS1800.The geoid height was determined by GEOID99. JS1800 JS1800; North East Units Estimated Accuracy JS1800;SPC CA 2 - 556,080. 2,029,190. MT (+/- 180 meters Scaled) JS1800 JS1800 SUPERSEDED SURVEY CONTROL JS1800 JS1800 NGVD 29 - 7.76 (m) 25.5 (f) RESET 3 JS1800 JS1800.Superseded values are not recommended for survey control. JS1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1800.See file dsdata.txt to determine how the superseded data were derived. JS1800 JS1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH167256(NAD 83) JS1800_MARKER: DR = REFERENCE MARK DISK JS1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1800_STAMPING: FORK 1931 NO 3 1970 JS1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1800+STABILITY: SURFACE MOTION JS1800 JS1800 HISTORY - Date Condition Report By JS1800 HISTORY - 1970 MONUMENTED NGS JS1800 JS1800 STATION DESCRIPTION JS1800 JS1800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 JS1800'1.2 MI NE FROM RIO VISTA. JS1800'1.2 MILES NORTHEAST ALONG STATE HIGHWAY 160 FROM THE SOUTHEAST JS1800'END OF THE RIO VISTA BRIDGE OVER THE SACRAMENTO RIVER AT RIO JS1800'VISTA, 0.15 MILE NORTHEAST OF THE NORTHEAST END OF A ROW OF JS1800'EUCALYPTUS TREES, ON THE OUTSIDE OF A SLIGHT CURVE IN THE HIGHWAY, JS1800'99 YARDS NORTHEAST OF THE NORTHEAST ENTRANCE ROAD TO THE CLIFF JS1800'HOUSE PUBLIC FISHING ACCESS AREA, ABOUT 50 FEET SOUTHEAST OF THE JS1800'EAST BANK OF THE SACRAMENTO RIVER, 22.1 FEET NORTHEAST OF JS1800'TRIANGULATION STATION FORK, 20.4 FEET NORTHWEST OF THE CENTERLINE JS1800'OF THE HIGHWAY, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND JS1800'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS1801 *********************************************************************** JS1801 DESIGNATION - FORK RM 4 JS1801 PID - JS1801 JS1801 STATE/COUNTY- CA/SACRAMENTO JS1801 USGS QUAD - RIO VISTA (1993) JS1801 JS1801 *CURRENT SURVEY CONTROL JS1801 ___________________________________________________________________ JS1801* NAD 83(1986)- 38 10 17. (N) 121 40 01. (W) SCALED JS1801* NAVD 88 - 8.46 (+/-2cm) 27.8 (feet) VERTCON JS1801 ___________________________________________________________________ JS1801 GEOID HEIGHT- -32.10 (meters) GEOID99 JS1801 JS1801 VERT ORDER - THIRD (See Below) JS1801 JS1801.The horizontal coordinates were scaled from a topographic map and have JS1801.an estimated accuracy of +/- 6 seconds. JS1801 JS1801.The NAVD 88 height was computed by applying the VERTCON shift value to JS1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1801.The vertical order pertains to the superseded datum. JS1801 JS1801.The geoid height was determined by GEOID99. JS1801 JS1801; North East Units Estimated Accuracy JS1801;SPC CA 2 - 556,080. 2,029,190. MT (+/- 180 meters Scaled) JS1801 JS1801 SUPERSEDED SURVEY CONTROL JS1801 JS1801 NGVD 29 - 7.72 (m) 25.3 (f) RESET 3 JS1801 JS1801.Superseded values are not recommended for survey control. JS1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1801.See file dsdata.txt to determine how the superseded data were derived. JS1801 JS1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH167256(NAD 83) JS1801_MARKER: DR = REFERENCE MARK DISK JS1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1801_STAMPING: FORK 1931 NO 4 1970 JS1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1801+STABILITY: SURFACE MOTION JS1801 JS1801 HISTORY - Date Condition Report By JS1801 HISTORY - 1970 MONUMENTED NGS JS1801 JS1801 STATION DESCRIPTION JS1801 JS1801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 JS1801'1.2 MI NE FROM RIO VISTA. JS1801'1.2 MILES NORTHEAST ALONG STATE HIGHWAY 160 FROM THE SOUTHEAST JS1801'END OF THE RIO VISTA BRIDGE OVER THE SACRAMENTO RIVER AT RIO JS1801'VISTA, 0.15 MILE NORTHEAST OF THE NORTHEAST END OF A ROW OF JS1801'EUCALYPTUS TREES, ON THE OUTSIDE OF A SLIGHT CURVE IN THE HIGHWAY, JS1801'83 YARDS NORTHEAST OF THE NORTHEAST ENTRANCE ROAD TO THE CLIFF JS1801'HOUSE PUBLIC FISHING ACCESS AREA, ABOUT 50 FEET SOUTHEAST OF THE JS1801'EAST BANK OF THE SACRAMENTO RIVER, 26.0 FEET SOUTHWEST OF JS1801'TRIANGULATION STATION FORK, 19.2 FEET NORTHWEST OF THE CENTERLINE JS1801'OF THE HIGHWAY, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET JS1801'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS3899 *********************************************************************** 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(1992)- 38 27 10.89503(N) 121 22 51.46681(W) ADJUSTED JS3899* NAVD 88 - 11.748 (meters) 38.54 (feet) ADJUSTED JS3899 ___________________________________________________________________ JS3899 EPOCH DATE - 1997.30 JS3899 X - -2,604,306.328 (meters) COMP JS3899 Y - -4,269,728.100 (meters) COMP JS3899 Z - 3,944,935.472 (meters) COMP JS3899 LAPLACE CORR- 5.60 (seconds) DEFLEC99 JS3899 ELLIP HEIGHT- -19.00 (meters) GPS OBS JS3899 GEOID HEIGHT- -30.68 (meters) GEOID99 JS3899 DYNAMIC HT - 11.740 (meters) 38.52 (feet) COMP JS3899 MODELED GRAV- 980,000.8 (mgal) NAVD 88 JS3899 JS3899 HORZ ORDER - FIRST JS3899 VERT ORDER - FIRST CLASS II 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 July 1998. 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 differential leveling JS3899.and adjusted by the National Geodetic Survey in June 1991. 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 GEOID99. JS3899 JS3899.The dynamic height is computed by dividing the NAVD 88 JS3899.geopotential number by the normal gravity value computed on the JS3899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JS3899.degrees latitude (g = 980.6199 gals.). JS3899 JS3899.The modeled gravity was interpolated from observed gravity values. JS3899 JS3899; North East Units Scale Converg. JS3899;SPC CA 2 - 587,475.150 2,054,033.594 MT 0.99997501 +0 23 25.0 JS3899;SPC CA 2 - 1,927,408.05 6,738,941.88 sFT 0.99997501 +0 23 25.0 JS3899;UTM 10 - 4,257,322.631 641,272.528 MT 0.99984578 +1 00 25.2 JS3899 JS3899 SUPERSEDED SURVEY CONTROL JS3899 JS3899 NAD 83(1992)- 38 27 10.89466(N) 121 22 51.46719(W) AD(1997.30) 1 JS3899 ELLIP HT - -18.91 (m) GP(1997.30) 3 1 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: 10SFH4127357323(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_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 - August 27, 1997 JS3899_ROD/PIPE-DEPTH: 2.4 meters JS3899 JS3899 HISTORY - Date Condition Report By JS3899 HISTORY - 1987 MONUMENTED NGS JS3899 HISTORY - 19970827 GOOD BOR JS3899 HISTORY - 20020831 GOOD FRAME 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 FRAME SURVEYING AND MAPPING 2002 (JHF) JS3899'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS1822 *********************************************************************** JS1822 DESIGNATION - GRAND 2 JS1822 PID - JS1822 JS1822 STATE/COUNTY- CA/SACRAMENTO JS1822 USGS QUAD - ISLETON (1993) JS1822 JS1822 *CURRENT SURVEY CONTROL JS1822 ___________________________________________________________________ JS1822* NAD 83(1992)- 38 10 53.21870(N) 121 35 17.65475(W) ADJUSTED JS1822* NAVD 88 - 7.18 (+/-2cm) 23.6 (feet) VERTCON JS1822 ___________________________________________________________________ JS1822 EPOCH DATE - 1991.35 JS1822 LAPLACE CORR- 5.07 (seconds) DEFLEC99 JS1822 GEOID HEIGHT- -31.91 (meters) GEOID99 JS1822 JS1822 HORZ ORDER - THIRD JS1822 VERT ORDER - THIRD (See Below) JS1822 JS1822.The horizontal coordinates were established by classical geodetic methods JS1822.and adjusted by the National Geodetic Survey in March 1994. JS1822.No horizontal observational check was made to the station. JS1822.The horizontal coordinates are valid at the epoch date displayed above. JS1822.The epoch date for horizontal control is a decimal equivalence JS1822.of Year/Month/Day. JS1822 JS1822.The NAVD 88 height was computed by applying the VERTCON shift value to JS1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1822.The vertical order pertains to the superseded datum. JS1822 JS1822.The Laplace correction was computed from DEFLEC99 derived deflections. JS1822 JS1822.The geoid height was determined by GEOID99. JS1822 JS1822; North East Units Scale Converg. JS1822;SPC CA 2 - 557,227.017 2,036,078.071 MT 1.00003790 +0 15 34.6 JS1822;SPC CA 2 - 1,828,168.97 6,680,032.80 sFT 1.00003790 +0 15 34.6 JS1822;SPC CA 3 - 687,166.611 1,904,659.636 MT 0.99995733 -0 39 58.5 JS1822;SPC CA 3 - 2,254,479.12 6,248,870.82 sFT 0.99995733 -0 39 58.5 JS1822;UTM 10 - 4,226,889.295 623,645.937 MT 0.99978829 +0 52 22.1 JS1822 JS1822: Primary Azimuth Mark Grid Az JS1822:SPC CA 2 - GRAND RM 2 212 50 41.9 JS1822:SPC CA 3 - GRAND RM 2 213 46 15.0 JS1822:UTM 10 - GRAND RM 2 212 13 54.4 JS1822 JS1822|---------------------------------------------------------------------| JS1822| PID Reference Object Distance Geod. Az | JS1822| dddmmss.s | JS1822| JS1821 GRAND 73.394 METERS 03348 | JS1822| JS1820 GRAND RM 2 2130616.5 | JS1822| JS4340 ISLETON MUNICIPAL TANK APPROX. 2.8 KM 2185626.1 | JS1822| JS1823 GRAND 2 RM 3 14.012 METERS 26431 | JS1822|---------------------------------------------------------------------| JS1822 JS1822 SUPERSEDED SURVEY CONTROL JS1822 JS1822 NAD 83(1986)- 38 10 53.21763(N) 121 35 17.65784(W) AD(1984.00) 3 JS1822 NAD 27 - 38 10 53.51901(N) 121 35 13.82172(W) AD( ) 3 JS1822 NGVD 29 - 6.45 (m) 21.2 (f) RESET 3 JS1822 JS1822.Superseded values are not recommended for survey control. JS1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1822.See file dsdata.txt to determine how the superseded data were derived. JS1822 JS1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2364626889(NAD 83) JS1822_MARKER: DS = TRIANGULATION STATION DISK JS1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1822_STAMPING: GRAND 2 1968 BM RESET JS1822_MARK LOGO: CGS JS1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1822+STABILITY: SURFACE MOTION JS1822 JS1822 HISTORY - Date Condition Report By JS1822 HISTORY - 1968 MONUMENTED CGS JS1822 HISTORY - 1968 GOOD CGS JS1822 JS1822 STATION DESCRIPTION JS1822 JS1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 JS1822'2.1 MI NE FROM ISLETON. JS1822'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 160 FROM THE POST OFFICE JS1822'AT ISLETON, 0.7 MILE NORTHEAST OF THE NORTHWEST END OF THE JS1822'ISLETON DRAWBRIDGE, 0.2 MILE SOUTHWEST OF THE T-JUNCTION OF JS1822'POVERTY ROAD LEADING NORTHWEST, ABOUT 75 YARDS NORTHEAST OF THE JS1822'CENTERLINE OF A DRIVEWAY LEADING WEST TO A WHITE, 2-STORY JS1822'FARMHOUSE, 18.4 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, JS1822'2.1 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1/2 FOOT LOWER JS1822'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH JS1822'THE GROUND. JS1822 JS1822 STATION RECOVERY (1968) JS1822 JS1822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RMS) JS1822'THE STATION IS LOCATED ON THE SOUTHEAST SHOULDER OF STATE JS1822'HIGHWAY 160 ON THE LEVEE RUNNING ALONG THE NORTHWEST SIDE JS1822'OF THE SACRAMENTO RIVER, AIRLINE ABOUT 5-1/2 MILES SOUTHWEST JS1822'OF WALNUT GROVE, 1-3/4 MILES NORTHEAST OF ISLETON, AND 0.7 JS1822'MILE NORTHEAST OF THE ISLETON DRAWBRIDGE OVER THE SACRAMENTO JS1822'RIVER. JS1822' JS1822'TO REACH THE STATION FROM THE POST OFFICE AT ISLETON GO JS1822'NORTHEAST ON STATE HIGHWAY 160 FOR 1.2 MILES TO A FORK AT JS1822'THE SOUTHEAST END OF A DRAWBRIDGE. TAKE THE LEFT FORK OVER THE JS1822'BRIDGE FOR 0.15 MILE TO A FORK AT THE NORTHWEST END OF THE JS1822'BRIDGE. TAKE THE RIGHT FORK AND GO NORTHEAST 0.4 MILE TO JS1822'REFERENCE MARK 2 ON THE LEFT. CONTINUE NORTHEAST 0.3 MILE TO JS1822'THE STATION ON THE RIGHT. JS1822' JS1822'THE STATION MARK IS A COAST AND GEODETIC SURVEY TRIANGULATION JS1822'STATION DISK STAMPED GRAND 2 1968 BM RESET SET IN THE TOP JS1822'OF AN 11-INCH CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE JS1822'GROUND AND IS 18.4 FEET SOUTHEAST OF THE CENTERLINE OF THE JS1822'HIGHWAY, 2.1 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 75 JS1822'YARDS NORTHEAST OF THE CENTERLINE OF A DRIVEWAY LEADING WEST JS1822'TO A WHITE 2-STORY FARMHOUSE, AND ABOUT 1/2 FOOT LOWER THAN THE JS1822'HIGHWAY. JS1822' JS1822'REFERENCE MARK 2 IS A COAST AND GEODETIC SURVEY REFERENCE JS1822'MARK DISK STAMPED GRAND NO 2 1931 SET IN THE TOP OF A 12-INCH JS1822'SQUARE CONCRETE POST 0.6 FOOT BELOW THE SURFACE OF THE GROUND JS1822'AND IS 21 FEET SOUTHEAST OF A GUYED POWERLINE POLE, 17 FEET JS1822'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.8 FEET SOUTHEAST JS1822'OF A WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE JS1822'HIGHWAY. JS1822' JS1822'REFERENCE MARK 3 IS A COAST AND GEODETIC SURVEY REFERENCE JS1822'MARK DISK STAMPED GRAND 2 NO 3 1968 SET IN THE TOP OF AN JS1822'11-INCH CONCRETE CYLINDER 0.1 FOOT BELOW THE SURFACE OF THE JS1822'GROUND AND IS 17.7 FEET NORTHWEST OF THE CENTERLINE OF THE JS1822'HIGHWAY, ABOUT 65 YARDS NORTHEAST OF THE CENTERLINE OF A DRIVEWAY JS1822'LEADING WEST, 1.2 FEET SOUTHEAST OF A METAL WITNESS POST, JS1822'AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS1823 *********************************************************************** JS1823 DESIGNATION - GRAND 2 RM 3 JS1823 PID - JS1823 JS1823 STATE/COUNTY- CA/SACRAMENTO JS1823 USGS QUAD - ISLETON (1993) JS1823 JS1823 *CURRENT SURVEY CONTROL JS1823 ___________________________________________________________________ JS1823* NAD 83(1986)- 38 10 54. (N) 121 35 14. (W) SCALED JS1823* NAVD 88 - 5.44 (+/-2cm) 17.8 (feet) VERTCON JS1823 ___________________________________________________________________ JS1823 GEOID HEIGHT- -31.90 (meters) GEOID99 JS1823 JS1823 VERT ORDER - THIRD (See Below) JS1823 JS1823.The horizontal coordinates were scaled from a topographic map and have JS1823.an estimated accuracy of +/- 6 seconds. JS1823 JS1823.The NAVD 88 height was computed by applying the VERTCON shift value to JS1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1823.The vertical order pertains to the superseded datum. JS1823 JS1823.The geoid height was determined by GEOID99. JS1823 JS1823; North East Units Estimated Accuracy JS1823;SPC CA 2 - 557,250. 2,036,170. MT (+/- 180 meters Scaled) JS1823 JS1823 SUPERSEDED SURVEY CONTROL JS1823 JS1823 NGVD 29 - 4.71 (m) 15.5 (f) RESET 3 JS1823 JS1823.Superseded values are not recommended for survey control. JS1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1823.See file dsdata.txt to determine how the superseded data were derived. JS1823 JS1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH237269(NAD 83) JS1823_MARKER: DR = REFERENCE MARK DISK JS1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1823_STAMPING: GRAND 2 NO 3 1968 JS1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1823+STABILITY: SURFACE MOTION JS1823 JS1823 HISTORY - Date Condition Report By JS1823 HISTORY - 1968 MONUMENTED CGS JS1823 JS1823 STATION DESCRIPTION JS1823 JS1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 JS1823'2.1 MI NE FROM ISLETON. JS1823'2.1 MILES NORTHEAST ALONG STATE HIGHWAY 160 FROM THE POST OFFICE JS1823'AT ISLETON, 0.7 MILE NORTHEAST OF THE NORTHWEST END OF THE JS1823'ISLETON DRAWBRIDGE, 0.2 MILE SOUTHWEST OF THE T-JUNCTION OF JS1823'POVERTY ROAD LEADING NORTHWEST, ABOUT 65 YARDS NORTHEAST OF THE JS1823'CENTERLINE OF A DRIVEWAY LEADING WEST TO A WHITE, 2-STORY JS1823'FARMHOUSE, 46.0 FEET WEST OF TRIANGULATION STATION GRAND 2, JS1823'17.7 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.2 FEET JS1823'SOUTHEAST OF A METAL WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE JS1823'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT BELOW JS1823'THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH4468 *********************************************************************** AH4468 DESIGNATION - H 744 RESET AH4468 PID - AH4468 AH4468 STATE/COUNTY- CA/SACRAMENTO AH4468 USGS QUAD - RIO LINDA (1992) AH4468 AH4468 *CURRENT SURVEY CONTROL AH4468 ___________________________________________________________________ AH4468* NAD 83(1986)- 38 39 11. (N) 121 23 21. (W) SCALED AH4468* NAVD 88 - 22.51 (meters) 73.9 (feet) RESET AH4468 ___________________________________________________________________ AH4468 GEOID HEIGHT- -30.50 (meters) GEOID99 AH4468 AH4468 VERT ORDER - THIRD AH4468 AH4468.The horizontal coordinates were scaled from a topographic map and have AH4468.an estimated accuracy of +/- 6 seconds. AH4468 AH4468.The orthometric height was computed from unverified reset data. AH4468 AH4468.The geoid height was determined by GEOID99. AH4468 AH4468; North East Units Estimated Accuracy AH4468;SPC CA 2 - 609,670. 2,053,170. MT (+/- 180 meters Scaled) AH4468 AH4468 SUPERSEDED SURVEY CONTROL AH4468 AH4468.No superseded survey control is available for this station. AH4468 AH4468_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH401795(NAD 83) AH4468_MARKER: DV = VERTICAL CONTROL DISK AH4468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4468_STAMPING: H 744 RESET 1978 AH4468_MARK LOGO: NGS AH4468_PROJECTION: FLUSH AH4468_MAGNETIC: N = NO MAGNETIC MATERIAL AH4468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4468+STABILITY: SURFACE MOTION AH4468 AH4468 HISTORY - Date Condition Report By AH4468 HISTORY - 1978 MONUMENTED CA-067 AH4468 AH4468 STATION DESCRIPTION AH4468 AH4468'DESCRIBED BY SACRAMENTO COUNTY CALIFORNIA 1978 (WWN) AH4468'6.1 MILES (9.8 KM) NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM AH4468'ELVAS TOWER AT SACRAMENTO, 5 POLES SOUTHWEST OF MILEPOST 98, 0.40 AH4468'MILES (0.64 KM) SOUTHWEST ALONG ROSEVILLE ROAD FROM WATT AVENUE, AH4468'APPROXIMATELY 100 FEET (30.5 M) NORTHWEST OF CENTER OF WESTBOUND AH4468'TRACKS OF RAILROAD, APPROXIMATELY 212 FEET (64.6 M) NORTHWEST OF AH4468'CENTER OF ROSEVILLE ROAD, 1.5 FEET (0.5 M) SOUTHEAST OF A CHAIN LINK AH4468'FENCE, 1.5 FEET (0.5 M) SOUTHWEST OF A METAL WITNESS POST AND ABOUT AH4468'LEVEL WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AC9226 *********************************************************************** 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(1992)- 38 36 52.09946(N) 121 30 52.06770(W) ADJUSTED AC9226* NAVD 88 - 6.1 (meters) 20. (feet) GPS OBS AC9226 ___________________________________________________________________ AC9226 EPOCH DATE - 1991.35 AC9226 X - -2,608,409.598 (meters) COMP AC9226 Y - -4,254,126.754 (meters) COMP AC9226 Z - 3,958,950.897 (meters) COMP AC9226 LAPLACE CORR- 1.24 (seconds) DEFLEC99 AC9226 ELLIP HEIGHT- -24.60 (meters) GPS OBS AC9226 GEOID HEIGHT- -30.72 (meters) GEOID99 AC9226 AC9226 HORZ ORDER - FIRST AC9226 ELLP ORDER - FOURTH CLASS II AC9226 AC9226.The horizontal coordinates were established by GPS observations AC9226.and adjusted by the National Geodetic Survey in June 1997. 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. 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 GEOID99. AC9226 AC9226; North East Units Scale Converg. AC9226;SPC CA 2 - 605,324.912 2,042,285.201 MT 0.99994813 +0 18 22.0 AC9226;SPC CA 2 - 1,985,970.15 6,700,397.36 sFT 0.99994813 +0 18 22.0 AC9226;UTM 10 - 4,275,042.040 629,333.611 MT 0.99980599 +0 55 38.0 AC9226 AC9226 SUPERSEDED SURVEY CONTROL AC9226 AC9226.No superseded survey control is available for this station. AC9226 AC9226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2933475042(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: M = MARKER EQUIPPED WITH BAR MAGNET AC9226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC9226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC9226+SATELLITE: SATELLITE OBSERVATIONS - 1994 AC9226_ROD/PIPE-DEPTH: 4 meters AC9226 AC9226 HISTORY - Date Condition Report By AC9226 HISTORY - 1994 MONUMENTED CADT AC9226 HISTORY - 20020831 GOOD FRAME 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AC9246 *********************************************************************** 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(1992)- 38 33 14.56895(N) 121 25 23.72001(W) ADJUSTED AC9246* NAVD 88 - 13.31 (meters) 43.7 (feet) GPS OBS AC9246 ___________________________________________________________________ AC9246 EPOCH DATE - 1997.30 AC9246 X - -2,603,818.168 (meters) COMP AC9246 Y - -4,261,848.175 (meters) COMP AC9246 Z - 3,953,712.060 (meters) COMP AC9246 LAPLACE CORR- 3.88 (seconds) DEFLEC99 AC9246 ELLIP HEIGHT- -17.45 (meters) GPS OBS AC9246 GEOID HEIGHT- -30.68 (meters) GEOID99 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 July 1998. AC9246.The horizontal coordinates are valid at the epoch date displayed above. AC9246.The epoch date for horizontal control is a decimal equivalence AC9246.of Year/Month/Day. AC9246 AC9246.The orthometric height was determined by GPS observations and a AC9246.high-resolution geoid model using precise GPS observation and AC9246.processing techniques. AC9246 AC9246.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC9246 AC9246.The Laplace correction was computed from DEFLEC99 derived deflections. AC9246 AC9246.The ellipsoidal height was determined by GPS observations AC9246.and is referenced to NAD 83. AC9246 AC9246.The geoid height was determined by GEOID99. AC9246 AC9246; North East Units Scale Converg. AC9246;SPC CA 2 - 598,664.142 2,050,270.910 MT 0.99995728 +0 21 49.0 AC9246;SPC CA 2 - 1,964,117.27 6,726,597.14 sFT 0.99995728 +0 21 49.0 AC9246;UTM 10 - 4,268,468.976 637,389.873 MT 0.99983245 +0 58 58.3 AC9246 AC9246 SUPERSEDED SURVEY CONTROL AC9246 AC9246 NAD 83(1992)- 38 33 14.56859(N) 121 25 23.72039(W) AD(1997.30) B AC9246 ELLIP HT - -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 HT - -17.32 (m) GP(1991.35) 4 2 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: M = MARKER EQUIPPED WITH BAR MAGNET AC9246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC9246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC9246+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1997 AC9246_ROD/PIPE-DEPTH: 3 meters AC9246 AC9246 HISTORY - Date Condition Report By AC9246 HISTORY - 1994 MONUMENTED CADT AC9246 HISTORY - 19970826 GOOD BOR AC9246 HISTORY - 20020831 GOOD FRAME 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS1817 *********************************************************************** 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(1992)- 38 09 56.96754(N) 121 37 13.24601(W) ADJUSTED JS1817* NAVD 88 - 8.12 (meters) 26.6 (feet) GPS OBS JS1817 ___________________________________________________________________ JS1817 EPOCH DATE - 1997.30 JS1817 X - -2,632,481.851 (meters) COMP JS1817 Y - -4,275,635.393 (meters) COMP JS1817 Z - 3,919,917.002 (meters) COMP JS1817 LAPLACE CORR- 4.30 (seconds) DEFLEC99 JS1817 ELLIP HEIGHT- -23.97 (meters) GPS OBS JS1817 GEOID HEIGHT- -32.02 (meters) GEOID99 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 July 1998. 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 superseded datum. 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 GEOID99. JS1817 JS1817; North East Units Scale Converg. JS1817;SPC CA 2 - 555,480.305 2,033,272.015 MT 1.00004219 +0 14 21.7 JS1817;SPC CA 2 - 1,822,438.30 6,670,826.60 sFT 1.00004219 +0 14 21.7 JS1817;SPC CA 3 - 685,465.598 1,901,825.968 MT 0.99995532 -0 41 09.3 JS1817;SPC CA 3 - 2,248,898.38 6,239,574.03 sFT 0.99995532 -0 41 09.3 JS1817;UTM 10 - 4,225,113.105 620,859.450 MT 0.99977990 +0 51 09.5 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 2725245.2 | JS1817| JS2544 ISLETON RM 1 2970132.1 | JS1817| JS4386 ISLETON NE TRANSMISSION TOWER APPROX. 0.8 KM 3011937.8 | JS1817| JS1818 ISLETON RM 2 13.781 METERS 34158 | JS1817|---------------------------------------------------------------------| JS1817 JS1817 SUPERSEDED SURVEY CONTROL JS1817 JS1817 NAD 83(1992)- 38 09 56.96714(N) 121 37 13.24646(W) AD(1997.30) 1 JS1817 ELLIP HT - -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 - 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_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 - August 29, 1997 JS1817 JS1817 HISTORY - Date Condition Report By JS1817 HISTORY - 1970 MONUMENTED NGS JS1817 HISTORY - 1970 GOOD NGS JS1817 HISTORY - 19970829 GOOD NGS 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS1819 *********************************************************************** JS1819 DESIGNATION - ISLETON RM 3 JS1819 PID - JS1819 JS1819 STATE/COUNTY- CA/SACRAMENTO JS1819 USGS QUAD - ISLETON (1993) JS1819 JS1819 *CURRENT SURVEY CONTROL JS1819 ___________________________________________________________________ JS1819* NAD 83(1986)- 38 09 56. (N) 121 37 11. (W) SCALED JS1819* NAVD 88 - 7.98 (+/-2cm) 26.2 (feet) VERTCON JS1819 ___________________________________________________________________ JS1819 GEOID HEIGHT- -32.02 (meters) GEOID99 JS1819 JS1819 VERT ORDER - THIRD (See Below) JS1819 JS1819.The horizontal coordinates were scaled from a topographic map and have JS1819.an estimated accuracy of +/- 6 seconds. JS1819 JS1819.The NAVD 88 height was computed by applying the VERTCON shift value to JS1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1819.The vertical order pertains to the superseded datum. JS1819 JS1819.The geoid height was determined by GEOID99. JS1819 JS1819; North East Units Estimated Accuracy JS1819;SPC CA 2 - 555,450. 2,033,330. MT (+/- 180 meters Scaled) JS1819 JS1819 SUPERSEDED SURVEY CONTROL JS1819 JS1819 NGVD 29 - 7.25 (m) 23.8 (f) RESET 3 JS1819 JS1819.Superseded values are not recommended for survey control. JS1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1819.See file dsdata.txt to determine how the superseded data were derived. JS1819 JS1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH209250(NAD 83) JS1819_MARKER: DR = REFERENCE MARK DISK JS1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1819_STAMPING: ISLETON 1931 NO 3 1970 JS1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1819+STABILITY: SURFACE MOTION JS1819 JS1819 HISTORY - Date Condition Report By JS1819 HISTORY - 1970 MONUMENTED NGS JS1819 JS1819 STATION DESCRIPTION JS1819 JS1819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 JS1819'3 MI NW FROM ISLETON. JS1819'1.4 MILES NORTHEAST ALONG STATE HIGHWAY 160 FROM THE POST OFFICE JS1819'AT ISLETON, THENCE 1.6 MILES SOUTHWEST AND WEST ALONG THE ROAD JS1819'ON TOP OF THE LEVEE ON THE NORTHWEST BANK OF THE SACRAMENTO RIVER, JS1819'1/2 MILE NORTHWEST OF AND ACROSS THE RIVER FROM ISLETON, JS1819'110 YARDS EAST OF THE CENTER OF THE Y-JUNCTION OF A ROAD LEADING JS1819'SOUTHWEST TO LONG ISLAND, 19.5 FEET NORTH OF THE CENTERLINE OF JS1819'THE LEVEE ROAD, 69.1 FEET EAST OF REFERENCE MARK ISLETON RM 2, JS1819'52.0 FEET EAST-NORTHEAST OF TRIANGULATION STATION ISLETON 1931 JS1819'1970, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF JS1819'A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS3901 *********************************************************************** JS3901 DESIGNATION - J 1414 JS3901 PID - JS3901 JS3901 STATE/COUNTY- CA/SACRAMENTO JS3901 USGS QUAD - FLORIN (1980) JS3901 JS3901 *CURRENT SURVEY CONTROL JS3901 ___________________________________________________________________ JS3901* NAD 83(1992)- 38 29 47.62756(N) 121 23 49.73318(W) ADJUSTED JS3901* NAVD 88 - 11.793 (meters) 38.69 (feet) ADJUSTED JS3901 ___________________________________________________________________ JS3901 EPOCH DATE - 1997.30 JS3901 X - -2,603,945.915 (meters) COMP JS3901 Y - -4,266,425.736 (meters) COMP JS3901 Z - 3,948,719.030 (meters) COMP JS3901 LAPLACE CORR- 5.13 (seconds) DEFLEC99 JS3901 ELLIP HEIGHT- -18.94 (meters) GPS OBS JS3901 GEOID HEIGHT- -30.68 (meters) GEOID99 JS3901 DYNAMIC HT - 11.786 (meters) 38.67 (feet) COMP JS3901 MODELED GRAV- 979,998.1 (mgal) NAVD 88 JS3901 JS3901 HORZ ORDER - FIRST JS3901 VERT ORDER - FIRST CLASS II JS3901 ELLP ORDER - FOURTH CLASS I JS3901 JS3901.The horizontal coordinates were established by GPS observations JS3901.and adjusted by the National Geodetic Survey in July 1998. JS3901.The horizontal coordinates are valid at the epoch date displayed above. JS3901.The epoch date for horizontal control is a decimal equivalence JS3901.of Year/Month/Day. JS3901 JS3901.The orthometric height was determined by differential leveling JS3901.and adjusted by the National Geodetic Survey in June 1991. JS3901 JS3901.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS3901 JS3901.The Laplace correction was computed from DEFLEC99 derived deflections. JS3901 JS3901.The ellipsoidal height was determined by GPS observations JS3901.and is referenced to NAD 83. JS3901 JS3901.The geoid height was determined by GEOID99. JS3901 JS3901.The dynamic height is computed by dividing the NAVD 88 JS3901.geopotential number by the normal gravity value computed on the JS3901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JS3901.degrees latitude (g = 980.6199 gals.). JS3901 JS3901.The modeled gravity was interpolated from observed gravity values. JS3901 JS3901; North East Units Scale Converg. JS3901;SPC CA 2 - 592,298.230 2,052,588.815 MT 0.99996699 +0 22 48.3 JS3901;SPC CA 2 - 1,943,231.78 6,734,201.80 sFT 0.99996699 +0 22 48.3 JS3901;UTM 10 - 4,262,129.253 639,776.065 MT 0.99984060 +0 59 52.4 JS3901 JS3901 SUPERSEDED SURVEY CONTROL JS3901 JS3901 NAD 83(1992)- 38 29 47.62720(N) 121 23 49.73357(W) AD(1997.30) 1 JS3901 ELLIP HT - -18.85 (m) GP(1997.30) 3 1 JS3901 NAD 83(1992)- 38 29 47.62532(N) 121 23 49.72948(W) AD(1991.35) 1 JS3901 ELLIP HT - -18.81 (m) GP(1991.35) 4 2 JS3901 JS3901.Superseded values are not recommended for survey control. JS3901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS3901.See file dsdata.txt to determine how the superseded data were derived. JS3901 JS3901_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3977662129(NAD 83) JS3901_MARKER: I = METAL ROD JS3901_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL JS3901+WITH SETTING: INFORMATION. JS3901_STAMPING: J 1414 1987 JS3901_MARK LOGO: NGS JS3901_PROJECTION: RECESSED 10 CENTIMETERS JS3901_MAGNETIC: N = NO MAGNETIC MATERIAL JS3901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JS3901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS3901+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1997 JS3901_ROD/PIPE-DEPTH: 0.8 meters JS3901 JS3901 HISTORY - Date Condition Report By JS3901 HISTORY - 1987 MONUMENTED NGS JS3901 HISTORY - 19940201 GOOD CADT JS3901 HISTORY - 19970826 GOOD BOR JS3901 HISTORY - 20020831 GOOD FRAME JS3901 JS3901 STATION DESCRIPTION JS3901 JS3901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 JS3901'IN FLORIN. JS3901'IN FLORIN, AT THE CROSSING OF FLORIN ROAD AND THE SOUTHERN PACIFIC JS3901'RAILROAD, 57 M (187.0 FT) NORTH OF THE WESTBOUND ROAD CENTERLINE, JS3901'13.7 M (44.9 FT) WEST OF THE WEST RAIL, 41.5 M (136.2 FT) NORTH OF A JS3901'FENCE CORNER, 16.8 M (55.1 FT) NORTH OF A TELEPHONE POLE, 0.30 M (1.0 JS3901'FT) EAST OF A SECURITY FENCE AROUND A CATEPILLAR TRACTOR SALVAGE JS3901'YARD. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. JS3901'THE MARK IS 0.30 METERS ENE FROM A WITNESS POST JS3901'THE MARK IS 0.9 M BELOW THE RAILROAD. JS3901 JS3901 STATION RECOVERY (1994) JS3901 JS3901'RECOVERY NOTE BY CALTRANS 1994 (JCB) JS3901'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE JS3901'STATION IS LOCATED ON THE WEST SIDE OF THE SOUTHERN PACIFIC RAILROAD JS3901'TRACKS AT FLORIN ROAD, ABOUT 7 MI (11.3 KM) SOUTHEAST OF DOWNTOWN JS3901'SACRAMENTO AND 6 MI (9.7 KM) NORTH OF ELK GROVE. TO REACH THE STATION JS3901'FROM THE STATE HIGHWAY 99/FLORIN ROAD INTERCHANGE, ABOUT 6 MI (9.7 KM) JS3901'SOUTH OF DOWNTOWN SACRAMENTO, GO EAST ON FLORIN ROAD FOR 2.7 MI (4.3 JS3901'KM) TO THE RAILROAD CROSSING AND THE STATION ON THE LEFT. THE DATUM JS3901'POINT IS A STAINLESS STEEL ROD ENCASED IN A PIPE WITH LOGO CAP SET IN JS3901'CONCRETE FLUSH WITH THE GROUND, 194 FT (59.1 M) NORTH OF THE JS3901'CENTERLINE OF FLORIN ROAD (MEASURED PARALLEL WITH THE RAILROAD TRACKS) JS3901', 102.0 FT (31.1 M) NORTH OF A UTILITY POLE, 44.2 FT (13.5 M) WEST OF JS3901'THE WEST RAIL OF THE RAILROAD TRACKS, 1.5 FT (0.5 M) EAST OF A CHAIN JS3901'LINK FENCE, 1.0 FT (0.3 M) SOUTHEAST OF A CARSONITE WITNESS POST AND JS3901'ABOUT 3 FT (0.9 M) LOWER THAN THE TRACKS. THIS STATION WAS OCCUPIED AS JS3901'PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. JS3901 JS3901 STATION RECOVERY (1997) JS3901 JS3901'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS3901'THE STATION WAS RECOVERED BUT THE LOGO COVER FOR THE PIPE WAS MISSING. JS3901'THE STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER JS3901'DELTA/GPS VERTICAL PROJECT. JS3901 JS3901 STATION RECOVERY (2002) JS3901 JS3901'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS3901'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS4816 *********************************************************************** JS4816 DESIGNATION - J 744 RESET JS4816 PID - JS4816 JS4816 STATE/COUNTY- CA/SACRAMENTO JS4816 USGS QUAD - SACRAMENTO EAST (1992) JS4816 JS4816 *CURRENT SURVEY CONTROL JS4816 ___________________________________________________________________ JS4816* NAD 83(1986)- 38 36 38. (N) 121 26 05. (W) SCALED JS4816* NAVD 88 - 14.41 (meters) 47.3 (feet) RESET JS4816 ___________________________________________________________________ JS4816 GEOID HEIGHT- -30.63 (meters) GEOID99 JS4816 JS4816 VERT ORDER - THIRD JS4816 JS4816.The horizontal coordinates were scaled from a topographic map and have JS4816.an estimated accuracy of +/- 6 seconds. JS4816 JS4816.The orthometric height was computed from unverified reset data. JS4816.No vertical observational check was made to the station. JS4816 JS4816.The geoid height was determined by GEOID99. JS4816 JS4816; North East Units Estimated Accuracy JS4816;SPC CA 2 - 604,930. 2,049,230. MT (+/- 180 meters Scaled) JS4816 JS4816 SUPERSEDED SURVEY CONTROL JS4816 JS4816 NGVD 29 - 13.64 (m) 44.8 (f) RESET 3 JS4816 JS4816.Superseded values are not recommended for survey control. JS4816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4816.See file dsdata.txt to determine how the superseded data were derived. JS4816 JS4816_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH362747(NAD 83) JS4816_MARKER: DV = VERTICAL CONTROL DISK JS4816_SETTING: 38 = BRIDGE COLUMN JS4816_STAMPING: J 744 RESET 1984 JS4816_MARK LOGO: NGS JS4816_MAGNETIC: N = NO MAGNETIC MATERIAL JS4816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS4816 JS4816 HISTORY - Date Condition Report By JS4816 HISTORY - 1984 MONUMENTED CADT JS4816 JS4816 STATION DESCRIPTION JS4816 JS4816'DESCRIBED BY CALTRANS 1984 JS4816'2.13 MILES (3.43 KM) NORTH ALONG THE SOUTHERN PACIFIC RAILROAD COMPANY JS4816'FROM ELVAS TOWER IN SACRAMENTO, 50 FEET (15.2 M) SOUTHWEST OF JS4816'RAILROAD SIGNAL LIGHT NUMBER 939, AT THE EL CAMINO AVENUE JS4816'OVERCROSSING, SET VERTICALLY IN THE CENTER OF THE NORTH FACE OF THE JS4816'CENTER CONCRETE BRIDGE COLUMN OF THREE, IN THE FIRST ROW OF COLUMNS JS4816'SOUTHEAST OF THE TRACKS, 29.3 FEET (8.9 M) SOUTHEAST OF THE SOUTHEAST JS4816'TRACK, UNDER THE CENTERLINE OF THE EL CAMINO AVENUE OVERCROSSING, JS4816'ABOUT LEVEL WITH THE SOUTHEAST RAIL AND 2 FEET (0.6 M) ABOVE THE JS4816'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4353 *********************************************************************** AA4353 DESIGNATION - K 904 RESET AA4353 PID - AA4353 AA4353 STATE/COUNTY- CA/SACRAMENTO AA4353 USGS QUAD - ISLETON (1993) AA4353 AA4353 *CURRENT SURVEY CONTROL AA4353 ___________________________________________________________________ AA4353* NAD 83(1986)- 38 07 37. (N) 121 34 56. (W) SCALED AA4353* NAVD 88 - 5.16 (+/-2cm) 16.9 (feet) VERTCON AA4353 ___________________________________________________________________ AA4353 GEOID HEIGHT- -32.01 (meters) GEOID99 AA4353 AA4353 VERT ORDER - THIRD (See Below) AA4353 AA4353.The horizontal coordinates were scaled from a topographic map and have AA4353.an estimated accuracy of +/- 6 seconds. AA4353 AA4353.The NAVD 88 height was computed by applying the VERTCON shift value to AA4353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4353.The vertical order pertains to the superseded datum. AA4353 AA4353.The geoid height was determined by GEOID99. AA4353 AA4353; North East Units Estimated Accuracy AA4353;SPC CA 2 - 551,180. 2,036,630. MT (+/- 180 meters Scaled) AA4353 AA4353 SUPERSEDED SURVEY CONTROL AA4353 AA4353 NGVD 29 - 4.44 (m) 14.6 (f) RESET 3 AA4353 AA4353.Superseded values are not recommended for survey control. AA4353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4353.See file dsdata.txt to determine how the superseded data were derived. AA4353 AA4353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH242208(NAD 83) AA4353_MARKER: DV = VERTICAL CONTROL DISK AA4353_SETTING: 36 = BRIDGE GUARDRAIL AA4353_STAMPING: K 904 RESET 1977 AA4353_MARK LOGO: NGS AA4353_MAGNETIC: N = NO MAGNETIC MATERIAL AA4353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA4353 AA4353 HISTORY - Date Condition Report By AA4353 HISTORY - 1977 MONUMENTED CADT AA4353 AA4353 STATION DESCRIPTION AA4353 AA4353'DESCRIBED BY CALTRANS 1977 AA4353'AT THE NORTHWEST END OF STATE HIGHWAY 12 DRAWBRIDGE OVER THE MOKELUMNE AA4353'RIVER, IN THE TOP OF CONCRETE BRIDGE GUARDRAIL, 17 FEET (5.2 M) AA4353'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 3 FEET (0.9 M) AA4353'HIGHER THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS2061 *********************************************************************** JS2061 DESIGNATION - L 1102 RESET 1962 JS2061 PID - JS2061 JS2061 STATE/COUNTY- CA/SACRAMENTO JS2061 USGS QUAD - CLARKSBURG (1980) JS2061 JS2061 *CURRENT SURVEY CONTROL JS2061 ___________________________________________________________________ JS2061* NAD 83(1986)- 38 29 45. (N) 121 30 23. (W) SCALED JS2061* NAVD 88 - 6.55 (+/-2cm) 21.5 (feet) VERTCON JS2061 ___________________________________________________________________ JS2061 GEOID HEIGHT- -30.92 (meters) GEOID99 JS2061 JS2061 VERT ORDER - THIRD (See Below) JS2061 JS2061.The horizontal coordinates were scaled from a topographic map and have JS2061.an estimated accuracy of +/- 6 seconds. JS2061 JS2061.The NAVD 88 height was computed by applying the VERTCON shift value to JS2061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS2061.The vertical order pertains to the superseded datum. JS2061 JS2061.The geoid height was determined by GEOID99. JS2061 JS2061; North East Units Estimated Accuracy JS2061;SPC CA 2 - 592,160. 2,043,060. MT (+/- 180 meters Scaled) JS2061 JS2061 SUPERSEDED SURVEY CONTROL JS2061 JS2061 NGVD 29 - 5.79 (m) 19.0 (f) RESET 3 JS2061 JS2061.Superseded values are not recommended for survey control. JS2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2061.See file dsdata.txt to determine how the superseded data were derived. JS2061 JS2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH302618(NAD 83) JS2061_MARKER: DB = BENCH MARK DISK JS2061_SETTING: 30 = CONC BLOCK JS2061_STAMPING: L 1102 RESET 1962 JS2061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JS2061 JS2061 HISTORY - Date Condition Report By JS2061 HISTORY - 1962 MONUMENTED CADPW JS2061 JS2061 STATION DESCRIPTION JS2061 JS2061'DESCRIBED BY CALIFORNIA DEPARTMENT OF PUBLIC WORKS 1962 JS2061'2.8 MI N FROM FREEPORT. JS2061'2.8 MILES NORTH ALONG STATE HIGHWAY 24 FROM THE EAST END OF A JS2061'DRAWBRIDGE OVER THE SACRAMENTO RIVER AT FREEPORT, 435 FEET JS2061'NORTH OF CENTERLINE INTERSECTION OF FLORIN ROAD AND STATE JS2061'HIGHWAY 24 IN SOUTH SACRAMENTO, 73 FEET WEST OF STATION F5 JS2061'549+75, 35 FEET WEST OF EXISTING BARBED WIRE FENCE LINE, 1.5 JS2061'FEET SOUTH OF WITNESS POST, 1/2 FOOT ABOVE OUTSIDE EDGE OF JS2061'PAVEMENT OF SOUTH BOUND TRAFFIC, AND SET IN A 1 FT 2 IN X 1 FT JS2061'2 IN CONCRETE BLOCK 2 IN ABOVE ORIGINAL GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH4454 *********************************************************************** AH4454 DESIGNATION - R 794 RESET AH4454 PID - AH4454 AH4454 STATE/COUNTY- CA/SACRAMENTO AH4454 USGS QUAD - CLAY (1993) AH4454 AH4454 *CURRENT SURVEY CONTROL AH4454 ___________________________________________________________________ AH4454* NAD 83(1986)- 38 19 58. (N) 121 10 34. (W) SCALED AH4454* NAVD 88 - 28.50 (+/-2cm) 93.5 (feet) VERTCON AH4454 ___________________________________________________________________ AH4454 GEOID HEIGHT- -30.34 (meters) GEOID99 AH4454 AH4454 VERT ORDER - THIRD (See Below) AH4454 AH4454.The horizontal coordinates were scaled from a topographic map and have AH4454.an estimated accuracy of +/- 6 seconds. AH4454 AH4454.The NAVD 88 height was computed by applying the VERTCON shift value to AH4454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4454.The vertical order pertains to the superseded datum. AH4454 AH4454.The geoid height was determined by GEOID99. AH4454 AH4454; North East Units Estimated Accuracy AH4454;SPC CA 2 - 574,270. 2,072,040. MT (+/- 180 meters Scaled) AH4454 AH4454 SUPERSEDED SURVEY CONTROL AH4454 AH4454 NGVD 29 - 27.80 (m) 91.2 (f) RESET 3 AH4454 AH4454.Superseded values are not recommended for survey control. AH4454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4454.See file dsdata.txt to determine how the superseded data were derived. AH4454 AH4454_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH594443(NAD 83) AH4454_MARKER: DV = VERTICAL CONTROL DISK AH4454_SETTING: 32 = CULVERT HEADWALL AH4454_STAMPING: R 794 RESET 1977 AH4454_MARK LOGO: NGS AH4454_PROJECTION: FLUSH AH4454_MAGNETIC: N = NO MAGNETIC MATERIAL AH4454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4454+STABILITY: SURFACE MOTION AH4454 AH4454 HISTORY - Date Condition Report By AH4454 HISTORY - 1977 MONUMENTED CADT AH4454 AH4454 STATION DESCRIPTION AH4454 AH4454'DESCRIBED BY CALTRANS 1977 (DHS) AH4454'9.3 MILES (15.0 KM) NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY AH4454'RAILROAD FROM THE STATION AT GALT, IN R7E T6N S35, 2 1/2 TELEPHONE AH4454'POLES NORTHEAST OF MILEPOLE 121, SET IN THE TOP OF THE SOUTHWEST END AH4454'OF THE NORTHWEST CONCRETE HEADWALL OF A 4 BY 2 FOOT (0.6 M) CONCRETE AH4454'BOX CULVERT B.438+63 UNDER STATE HIGHWAY 104, 56.8 FEET (17.3 M) AH4454'SOUTHEAST OF THE SOUTHEAST RAIL, 22.5 FEET (6.9 M) NORTHWEST OF THE AH4454'CENTERLINE OF THE HIGHWAY, 2.0 FEET (0.6 M) NORTHEAST OF THE SOUTHWEST AH4454'END OF THE HEADWALL, AND ABOUT 2.5 FEET (0.8 M) ABOVE THE TRACK. A AH4454'STANDARD DISK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS1716 *********************************************************************** JS1716 TIDAL BM - This is a Tidal Bench Mark. JS1716 DESIGNATION - SHERMAN RESET 1970 JS1716 PID - JS1716 JS1716 STATE/COUNTY- CA/SACRAMENTO JS1716 USGS QUAD - JERSEY ISLAND (1978) JS1716 JS1716 *CURRENT SURVEY CONTROL JS1716 ___________________________________________________________________ JS1716* NAD 83(1992)- 38 05 02.56917(N) 121 41 09.58773(W) ADJUSTED JS1716* NAVD 88 - 4.50 (+/-2cm) 14.8 (feet) VERTCON JS1716 ___________________________________________________________________ JS1716 EPOCH DATE - 1991.35 JS1716 LAPLACE CORR- 1.48 (seconds) DEFLEC99 JS1716 GEOID HEIGHT- -32.26 (meters) GEOID99 JS1716 JS1716 HORZ ORDER - THIRD JS1716 VERT ORDER - THIRD (See Below) JS1716 JS1716.The horizontal coordinates were established by GPS observations JS1716.and adjusted by the National Geodetic Survey in March 1994. JS1716.The horizontal coordinates are valid at the epoch date displayed above. JS1716.The epoch date for horizontal control is a decimal equivalence JS1716.of Year/Month/Day. JS1716 JS1716.The NAVD 88 height was computed by applying the VERTCON shift value to JS1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1716.WARNING-GPS observations at this control monument resulted in a GPS JS1716.derived orthometric height which differed from the leveled height by JS1716.more than one decimeter (0.1 meter). JS1716.The vertical order pertains to the superseded datum. JS1716 JS1716.This Tidal Bench Mark is designated as VM 11884 JS1716.by the Center for Operational Oceanographic Products and Services. JS1716 JS1716.The Laplace correction was computed from DEFLEC99 derived deflections. JS1716 JS1716.The geoid height was determined by GEOID99. JS1716 JS1716; North East Units Scale Converg. JS1716;SPC CA 2 - 546,380.725 2,027,549.945 MT 1.00006584 +0 11 52.7 JS1716;SPC CA 2 - 1,792,584.10 6,652,053.44 sFT 1.00006584 +0 11 52.7 JS1716;SPC CA 3 - 676,460.475 1,895,958.402 MT 0.99994602 -0 43 34.0 JS1716;SPC CA 3 - 2,219,354.08 6,220,323.52 sFT 0.99994602 -0 43 34.0 JS1716;UTM 10 - 4,215,955.418 615,236.638 MT 0.99976355 +0 48 38.1 JS1716 JS1716: Primary Azimuth Mark Grid Az JS1716:SPC CA 2 - THREE MILE SLOUGH N TRANS TWR 334 46 54.2 JS1716:SPC CA 3 - THREE MILE SLOUGH N TRANS TWR 335 42 20.9 JS1716:UTM 10 - THREE MILE SLOUGH N TRANS TWR 334 10 08.8 JS1716 JS1716|---------------------------------------------------------------------| JS1716| PID Reference Object Distance Geod. Az | JS1716| dddmmss.s | JS1716| JS1719 SHERMAN RM 3 5.406 METERS 17855 | JS1716| DB4296 SHERMAN AZ MK 1885501.0 | JS1716| JS1718 SHERMAN RM 1 18856 | JS1716| JS4373 SCHADD 2 LANDING NAVIG BEACON APPROX. 5.3 KM 2115958.1 | JS1716| JS4434 TOLAND LANDING NAVIGATION BCN APPROX. 5.7 KM 2725938.1 | JS1716| JS1717 SHERMAN RM 2 12.252 METERS 30432 | JS1716| JS4362 THREE MILE SLOUGH N TRANS TWR APPROX. 2.8 KM 3345846.9 | JS1716|---------------------------------------------------------------------| JS1716 JS1716 SUPERSEDED SURVEY CONTROL JS1716 JS1716 NAD 83(1986)- 38 05 02.57007(N) 121 41 09.59223(W) AD(1984.00) 3 JS1716 NAD 83(1986)- 38 05 02.57007(N) 121 41 09.59223(W) AD( ) 1 JS1716 NGVD 29 - 3.77 (m) 12.4 (f) RESET 3 JS1716 JS1716.Superseded values are not recommended for survey control. JS1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1716.See file dsdata.txt to determine how the superseded data were derived. JS1716 JS1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1523715955(NAD 83) JS1716_MARKER: DS = TRIANGULATION STATION DISK JS1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1716_STAMPING: SHERMAN 1931 1970 JS1716_MARK LOGO: NGS JS1716_MAGNETIC: N = NO MAGNETIC MATERIAL JS1716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS1716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS1716+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1993 JS1716 JS1716 HISTORY - Date Condition Report By JS1716 HISTORY - 1970 MONUMENTED NGS JS1716 HISTORY - 1970 SEE DESCRIPTION NGS JS1716 HISTORY - 1970 SEE DESCRIPTION NGS JS1716 HISTORY - 1982 GOOD USCG JS1716 HISTORY - 1990 GOOD LOCSUR JS1716 HISTORY - 1990 GOOD LOCSUR JS1716 HISTORY - 19900924 GOOD MELGEE JS1716 HISTORY - 1992 GOOD LOCSUR JS1716 HISTORY - 19930221 GOOD CHANCE JS1716 JS1716 STATION DESCRIPTION JS1716 JS1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 JS1716'3.3 MI SE FROM SHERMAN BRANNAN IS BR. JS1716'3.3 MILES SOUTHEAST ALONG A LEVEE ROAD FROM THE SOUTHWEST END JS1716'OF THE SHERMAN-BRANNAN ISLAND BRIDGE OVER THREEMILE SLOUGH, JS1716'IN R3E T3N, ON SHERMAN ISLAND, AT THE CONFLUENCE OF THREEMILE JS1716'SLOUGH AND THE SAN JOAQUIN RIVER, 0.1 MILE SOUTH OF A CALIFORNIA JS1716'STATE DEPARTMENT OF WATER RESOURCES TIDE GAGE, 114 FEET NORTH OF JS1716'THE JUNCTION OF A FARM ROAD LEADING WEST, 40.2 FEET SOUTHEAST JS1716'OF REFERENCE MARK SHERMAN RM 2, 17.8 FEET EAST OF THE CENTERLINE JS1716'OF THE LEVEE ROAD, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT JS1716'2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE JS1716'POST 0.2 FOOT BELOW THE SURFACE OF THE GROUND. JS1716 JS1716 STATION RECOVERY (1970) JS1716 JS1716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LS) JS1716'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION JS1716'ALTHOUGH REFERENCE MARK 2 WAS NOTED AS BEING TILTED SLIGHTLY JS1716'TO THE WEST AWAY FROM THE ROAD. THE SURFACE STATION MARK WAS JS1716'FOUND GRADED OUT OF THE GROUND BUT THE UNDERGROUND STATION JS1716'MARK WAS RECOVERED IN GOOD CONDITION 1-1/2 FEET BELOW THE JS1716'SURFACE OF THE GROUND SO THE POINT WAS HELD, THE MARK WAS JS1716'REMOVED, AND A NEW UNDERGROUND STATION MARK AND A NEW SURFACE JS1716'STATION MARK WERE SET IN THE SAME EXACT POSITION. REFERENCE JS1716'MARK 3 WAS ALSO SET ON THIS DATE. THE PREVIOUS DESCRIPTIONS JS1716'ARE ADEQUATE WITH THE FOLLOWING ADDITIONS-- JS1716' JS1716'THE UNDERGROUND STATION MARK IS A C AND GS TRIANGULATION JS1716'STATION DISK STAMPED SHERMAN 1931 1970 SET IN THE TOP OF A JS1716'BLOCK OF CONCRETE 3.5 FEET BELOW THE SURFACE OF THE GROUND. JS1716' JS1716'THE SURFACE STATION MARK IS A C AND GS TRIANGULATION STATION JS1716'DISK STAMPED SHERMAN 1931 1970 SET IN THE TOP OF A 12-INCH JS1716'CONCRETE CYLINDER 0.2 FOOT BELOW THE SURFACE OF THE GROUND JS1716'AND IS 114 FEET NORTH OF THE JUNCTION OF A FARM ROAD LEADING JS1716'WEST, 17.8 FEET EAST OF THE CENTERLINE OF THE LEVEE ROAD, JS1716'2.0 FEET WEST OF A METAL WITNESS POST, AND ABOUT 2 FEET JS1716'LOWER THAN THE ROAD. JS1716' JS1716'REFERENCE MARK 3 IS A C AND GS REFERENCE MARK DISK STAMPED JS1716'SHERMAN 1931 NO 3 1970 SET IN THE TOP OF A 12-INCH-SQUARE JS1716'CONCRETE POST FLUSH WITH THE GROUND AND IS 96 FEET NORTH JS1716'OF THE JUNCTION OF A FARM ROAD LEADING WEST, 15.0 FEET EAST JS1716'OF THE CENTERLINE OF THE LEVEE ROAD, AND ABOUT 1/2 FOOT HIGHER JS1716'THAN THE STATION MARK. JS1716' JS1716'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES JS1716'SOUTH OF RIO VISTA JS1716 JS1716 STATION RECOVERY (1982) JS1716 JS1716'RECOVERY NOTE BY US COAST GUARD 1982 (MEF) JS1716'SHERMAN 1931 RECOVERED EXCELLENT. JS1716' JS1716'RM 2 RECOVERED EXCELLENT. JS1716' JS1716'RM 3 RECOVERED EXCELLET. JS1716' JS1716'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH OF RIO JS1716'VISTA. JS1716 JS1716 STATION RECOVERY (1990) JS1716 JS1716'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990 (JC) JS1716'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED. JS1716'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION, REFERENCE JS1716'MARK 3 WAS NOT SEARCHED FOR. THE 1970 DESCRIPTION IS ADEQUATE WITH JS1716'THE FOLLOWING ADDITION, THE STATION IS NOW 0.9 METERS (3.0 FEET) JS1716'BELOW THE SURFACE OF THE GROUND. JS1716 JS1716 STATION RECOVERY (1990) JS1716 JS1716'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990 (JC) JS1716'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED. JS1716 JS1716 STATION RECOVERY (1990) JS1716 JS1716'RECOVERY NOTE BY MELVIN GEE AND ASSOCIATES 1990 JS1716'RECOVERED IN GOOD CONDITION. JS1716 JS1716 STATION RECOVERY (1992) JS1716 JS1716'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992 (JC) JS1716'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED. JS1716 JS1716 STATION RECOVERY (1993) JS1716 JS1716'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1993 (JC) JS1716'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS1719 *********************************************************************** JS1719 TIDAL BM - This is a Tidal Bench Mark. JS1719 DESIGNATION - SHERMAN RM 3 JS1719 PID - JS1719 JS1719 STATE/COUNTY- CA/SACRAMENTO JS1719 USGS QUAD - JERSEY ISLAND (1978) JS1719 JS1719 *CURRENT SURVEY CONTROL JS1719 ___________________________________________________________________ JS1719* NAD 83(1986)- 38 05 02. (N) 121 41 09. (W) SCALED JS1719* NAVD 88 - 4.71 (+/-2cm) 15.5 (feet) VERTCON JS1719 ___________________________________________________________________ JS1719 GEOID HEIGHT- -32.26 (meters) GEOID99 JS1719 JS1719 VERT ORDER - THIRD (See Below) JS1719 JS1719.The horizontal coordinates were scaled from a topographic map and have JS1719.an estimated accuracy of +/- 6 seconds. JS1719 JS1719.The NAVD 88 height was computed by applying the VERTCON shift value to JS1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS1719.The vertical order pertains to the superseded datum. JS1719 JS1719.This Tidal Bench Mark is designated as VM 11886 JS1719.by the Center for Operational Oceanographic Products and Services. JS1719 JS1719.The geoid height was determined by GEOID99. JS1719 JS1719; North East Units Estimated Accuracy JS1719;SPC CA 2 - 546,360. 2,027,560. MT (+/- 180 meters Scaled) JS1719 JS1719 SUPERSEDED SURVEY CONTROL JS1719 JS1719 NGVD 29 - 3.98 (m) 13.1 (f) RESET 3 JS1719 JS1719.Superseded values are not recommended for survey control. JS1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1719.See file dsdata.txt to determine how the superseded data were derived. JS1719 JS1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH152159(NAD 83) JS1719_MARKER: DR = REFERENCE MARK DISK JS1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1719_STAMPING: SHERMAN 1931 NO 3 1970 JS1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1719+STABILITY: SURFACE MOTION JS1719 JS1719 HISTORY - Date Condition Report By JS1719 HISTORY - 1970 MONUMENTED NGS JS1719 JS1719 STATION DESCRIPTION JS1719 JS1719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 JS1719'3.3 MI SE FROM SHERMAN BRANNAN IS BR. JS1719'3.3 MILES SOUTHEAST ALONG A LEVEE ROAD FROM THE SOUTHWEST END JS1719'OF THE SHERMAN-BRANNAN ISLAND BRIDGE OVER THREEMILE SLOUGH, IN JS1719'R3E T3N, ON SHERMAN ISLAND, AT THE CONFLUENCE OF THREEMILE SLOUGH JS1719'AND THE SAN JOAQUIN RIVER, 0.1 MILE SOUTH OF A CALIFORNIA STATE JS1719'DEPARTMENT OF WATER RESOURCES TIDE GAGE, 96 FEET NORTH OF THE JS1719'JUNCTION OF A FARM ROAD LEADING WEST, 17.7 FEET SOUTH OF JS1719'TRIANGULATION STATION SHERMAN 1931 1970, 15.0 FEET EAST OF THE JS1719'CENTERLINE OF THE LEVEE ROAD, ABOUT 1-1/2 FEET LOWER THAN THE JS1719'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS2070 *********************************************************************** 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(1992)- 38 14 51.69055(N) 121 36 03.38291(W) ADJUSTED JS2070* NAVD 88 - 6.87 (meters) 22.5 (feet) GPS OBS JS2070 ___________________________________________________________________ JS2070 EPOCH DATE - 1997.30 JS2070 X - -2,628,087.961 (meters) COMP JS2070 Y - -4,271,739.028 (meters) COMP JS2070 Z - 3,927,057.023 (meters) COMP JS2070 LAPLACE CORR- 5.27 (seconds) DEFLEC99 JS2070 ELLIP HEIGHT- -24.98 (meters) GPS OBS JS2070 GEOID HEIGHT- -31.78 (meters) GEOID99 JS2070 JS2070 HORZ ORDER - FIRST 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 July 1998. 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 superseded datum. 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 GEOID99. JS2070 JS2070; North East Units Scale Converg. JS2070;SPC CA 2 - 564,575.113 2,034,932.834 MT 1.00002052 +0 15 05.7 JS2070;SPC CA 2 - 1,852,276.85 6,676,275.47 sFT 1.00002052 +0 15 05.7 JS2070;UTM 10 - 4,234,222.918 622,422.332 MT 0.99978458 +0 51 58.4 JS2070 JS2070 SUPERSEDED SURVEY CONTROL JS2070 JS2070 NAD 83(1992)- 38 14 51.69019(N) 121 36 03.38336(W) AD(1997.30) 1 JS2070 ELLIP HT - -24.89 (m) GP(1997.30) 3 1 JS2070 NGVD 29 - 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_STAMPING: SUTTER 1931 1970 JS2070_MARK LOGO: CGS JS2070_MAGNETIC: N = NO MAGNETIC MATERIAL JS2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS2070+STABILITY: SURFACE MOTION JS2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS2070+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1997 JS2070 JS2070 HISTORY - Date Condition Report By JS2070 HISTORY - 1970 MONUMENTED CGS JS2070 HISTORY - 19970829 GOOD NGS 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS2071 *********************************************************************** JS2071 DESIGNATION - SUTTER RM 3 JS2071 PID - JS2071 JS2071 STATE/COUNTY- CA/SACRAMENTO JS2071 USGS QUAD - ISLETON (1993) JS2071 JS2071 *CURRENT SURVEY CONTROL JS2071 ___________________________________________________________________ JS2071* NAD 83(1986)- 38 14 51. (N) 121 36 03. (W) SCALED JS2071* NAVD 88 - 6.35 (+/-2cm) 20.8 (feet) VERTCON JS2071 ___________________________________________________________________ JS2071 GEOID HEIGHT- -31.78 (meters) GEOID99 JS2071 JS2071 VERT ORDER - THIRD (See Below) JS2071 JS2071.The horizontal coordinates were scaled from a topographic map and have JS2071.an estimated accuracy of +/- 6 seconds. JS2071 JS2071.The NAVD 88 height was computed by applying the VERTCON shift value to JS2071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS2071.The vertical order pertains to the superseded datum. JS2071 JS2071.The geoid height was determined by GEOID99. JS2071 JS2071; North East Units Estimated Accuracy JS2071;SPC CA 2 - 564,550. 2,034,940. MT (+/- 180 meters Scaled) JS2071 JS2071 SUPERSEDED SURVEY CONTROL JS2071 JS2071 NGVD 29 - 5.61 (m) 18.4 (f) RESET 3 JS2071 JS2071.Superseded values are not recommended for survey control. JS2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2071.See file dsdata.txt to determine how the superseded data were derived. JS2071 JS2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH224342(NAD 83) JS2071_MARKER: DR = REFERENCE MARK DISK JS2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS2071_STAMPING: SUTTER 1931 NO 3 1970 JS2071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS2071+STABILITY: SURFACE MOTION JS2071 JS2071 HISTORY - Date Condition Report By JS2071 HISTORY - 1970 MONUMENTED NGS JS2071 JS2071 STATION DESCRIPTION JS2071 JS2071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 JS2071'4 MI NW FROM RYDE. JS2071'2.75 MILES WEST ALONG A COUNTY PAVED ROAD FROM THE POST JS2071'OFFICE AT RYDE, THENCE 1.25 MILES NORTH ALONG A PAVED LEVEE JS2071'ROAD, 0.8 MILE NORTH OF THE EAST END OF THE HOWARD LANDING JS2071'FERRY (RYER ISLAND FERRY), 111 YARDS NORTH OF THE JUNCTION OF JS2071'A FARM DRIVEWAY LEADING NORTHEAST, 27.0 FEET SOUTH OF JS2071'TRIANGULATION STATION SUTTER 1931 1970, 24.3 FEET WEST OF AND JS2071'ABOUT 4 FEET LOWER THAN THE LEVEE ROAD, AND SET IN THE TOP OF A JS2071'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS4821 *********************************************************************** JS4821 DESIGNATION - V 952 RESET JS4821 PID - JS4821 JS4821 STATE/COUNTY- CA/SACRAMENTO JS4821 USGS QUAD - CARMICHAEL (1992) JS4821 JS4821 *CURRENT SURVEY CONTROL JS4821 ___________________________________________________________________ JS4821* NAD 83(1986)- 38 31 54. (N) 121 20 40. (W) SCALED JS4821* NAVD 88 - 19.27 (+/-2cm) 63.2 (feet) VERTCON JS4821 ___________________________________________________________________ JS4821 GEOID HEIGHT- -30.49 (meters) GEOID99 JS4821 JS4821 VERT ORDER - THIRD (See Below) JS4821 JS4821.The horizontal coordinates were scaled from a topographic map and have JS4821.an estimated accuracy of +/- 6 seconds. JS4821 JS4821.The NAVD 88 height was computed by applying the VERTCON shift value to JS4821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS4821.The vertical order pertains to the superseded datum. JS4821 JS4821.The geoid height was determined by GEOID99. JS4821 JS4821; North East Units Estimated Accuracy JS4821;SPC CA 2 - 596,230. 2,057,160. MT (+/- 180 meters Scaled) JS4821 JS4821 SUPERSEDED SURVEY CONTROL JS4821 JS4821 NGVD 29 - 18.54 (m) 60.8 (f) RESET 3 JS4821 JS4821.Superseded values are not recommended for survey control. JS4821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4821.See file dsdata.txt to determine how the superseded data were derived. JS4821 JS4821_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH443661(NAD 83) JS4821_MARKER: DV = VERTICAL CONTROL DISK JS4821_SETTING: 32 = CULVERT HEADWALL JS4821_STAMPING: V 952 RESET 1979 JS4821_MARK LOGO: NGS JS4821_MAGNETIC: N = NO MAGNETIC MATERIAL JS4821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4821+STABILITY: SURFACE MOTION JS4821 JS4821 HISTORY - Date Condition Report By JS4821 HISTORY - 1979 MONUMENTED CADT JS4821 JS4821 STATION DESCRIPTION JS4821 JS4821'DESCRIBED BY CALTRANS 1979 JS4821'3.2 MILES (5.1 KM) SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE JUNCTION JS4821'OF OLD STATE HIGHWAY 50 (FOLSOM BLVD.) IN PERKINS, AT THE JS4821'INTERSECTION OF MAYHEW ROAD, SET IN THE TOP OF THE NORTHEAST HEADWALL JS4821'OF A CONCRETE BOX CULVERT, 35 FEET (10.7 M) NORTHEAST OF CENTERLINE JS4821'OF HIGHWAY, 160 FEET (48.8 M) WEST-NORTHWEST OF THE CENTERLINE OF THE JS4821'ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS0712 *********************************************************************** JS0712 DESIGNATION - W 855 RESET 1975 JS0712 PID - JS0712 JS0712 STATE/COUNTY- CA/SACRAMENTO JS0712 USGS QUAD - FOLSOM (1980) JS0712 JS0712 *CURRENT SURVEY CONTROL JS0712 ___________________________________________________________________ JS0712* NAD 83(1986)- 38 40 42. (N) 121 14 37. (W) SCALED JS0712* NAVD 88 - 74.16 (+/-2cm) 243.3 (feet) VERTCON JS0712 ___________________________________________________________________ JS0712 GEOID HEIGHT- -30.06 (meters) GEOID99 JS0712 JS0712 VERT ORDER - THIRD (See Below) JS0712 JS0712.The horizontal coordinates were scaled from a topographic map and have JS0712.an estimated accuracy of +/- 6 seconds. JS0712 JS0712.The NAVD 88 height was computed by applying the VERTCON shift value to JS0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS0712.The vertical order pertains to the superseded datum. JS0712 JS0712.The geoid height was determined by GEOID99. JS0712 JS0712; North East Units Estimated Accuracy JS0712;SPC CA 2 - 612,580. 2,065,810. MT (+/- 180 meters Scaled) JS0712 JS0712 SUPERSEDED SURVEY CONTROL JS0712 JS0712 NGVD 29 - 73.38 (m) 240.7 (f) RESET 3 JS0712 JS0712.Superseded values are not recommended for survey control. JS0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS0712.See file dsdata.txt to determine how the superseded data were derived. JS0712 JS0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH527825(NAD 83) JS0712_MARKER: DB = BENCH MARK DISK JS0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS0712_STAMPING: W 855 RESET 1975 JS0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS0712+STABILITY: SURFACE MOTION JS0712 JS0712 HISTORY - Date Condition Report By JS0712 HISTORY - 1975 MONUMENTED CADPW JS0712 JS0712 STATION DESCRIPTION JS0712 JS0712'DESCRIBED BY CALIFORNIA DEPARTMENT OF PUBLIC WORKS 1975 JS0712'4.6 MI W FROM FOLSOM. JS0712'4.6 MILES WEST ALONG GREENBACK LANE, FROM POST OFFICE AT FOLSOM, JS0712'AT THE JUNCTION OF KENNETH AVE., 100 FEET SOUTH OF THE CENTER JS0712'OF GREENBACK LANE, 40 FEET EAST OF THE CENTER OF KENNETH JS0712'AVENUE, 3 1/2 FEET EAST AND 1 FOOT NORTH OF JOINT POLE, 1 FOOT JS0712'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET JS0712'IN CONCRETE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS4815 *********************************************************************** JS4815 DESIGNATION - Z 127 RESET JS4815 PID - JS4815 JS4815 STATE/COUNTY- CA/SACRAMENTO JS4815 USGS QUAD - FOLSOM (1980) JS4815 JS4815 *CURRENT SURVEY CONTROL JS4815 ___________________________________________________________________ JS4815* NAD 83(1986)- 38 39 16. (N) 121 10 54. (W) SCALED JS4815* NAVD 88 - 49.12 (+/-2cm) 161.2 (feet) VERTCON JS4815 ___________________________________________________________________ JS4815 GEOID HEIGHT- -29.84 (meters) GEOID99 JS4815 JS4815 VERT ORDER - THIRD (See Below) JS4815 JS4815.The horizontal coordinates were scaled from a topographic map and have JS4815.an estimated accuracy of +/- 6 seconds. JS4815 JS4815.The NAVD 88 height was computed by applying the VERTCON shift value to JS4815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS4815.The vertical order pertains to the superseded datum. JS4815 JS4815.The geoid height was determined by GEOID99. JS4815 JS4815; North East Units Estimated Accuracy JS4815;SPC CA 2 - 609,970. 2,071,230. MT (+/- 180 meters Scaled) JS4815 JS4815 SUPERSEDED SURVEY CONTROL JS4815 JS4815 NGVD 29 - 48.34 (m) 158.6 (f) RESET 3 JS4815 JS4815.Superseded values are not recommended for survey control. JS4815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4815.See file dsdata.txt to determine how the superseded data were derived. JS4815 JS4815_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH582800(NAD 83) JS4815_MARKER: DV = VERTICAL CONTROL DISK JS4815_SETTING: 31 = BRIDGE SIDEWALK JS4815_STAMPING: Z 127 RESET 1985 JS4815_MARK LOGO: NGS JS4815_MAGNETIC: N = NO MAGNETIC MATERIAL JS4815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JS4815 JS4815 HISTORY - Date Condition Report By JS4815 HISTORY - 1985 MONUMENTED NGS JS4815 JS4815 STATION DESCRIPTION JS4815 JS4815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 JS4815'1.35 MILES (2.17 KM) NORTH ALONG FOLSOM BOULEVARD FROM ITS JUNCTION JS4815'WITH US HIGHWAY 50, THEN 0.1 MILE (0.2 KM) WEST ALONG BLUE RAVINE JS4815'ROAD, IN THE TOP OF THE SIDEWALK AT THE NORTHEAST CORNER OF A BRIDGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4345 *********************************************************************** AA4345 TIDAL BM - This is a Tidal Bench Mark. AA4345 DESIGNATION - Z 564 RESET AA4345 PID - AA4345 AA4345 STATE/COUNTY- CA/SACRAMENTO AA4345 USGS QUAD - JERSEY ISLAND (1978) AA4345 AA4345 *CURRENT SURVEY CONTROL AA4345 ___________________________________________________________________ AA4345* NAD 83(1986)- 38 05 08. (N) 121 41 10. (W) SCALED AA4345* NAVD 88 - 2.95 (+/-2cm) 9.7 (feet) VERTCON AA4345 ___________________________________________________________________ AA4345 GEOID HEIGHT- -32.25 (meters) GEOID99 AA4345 AA4345 VERT ORDER - THIRD (See Below) AA4345 AA4345.The horizontal coordinates were scaled from a topographic map and have AA4345.an estimated accuracy of +/- 6 seconds. AA4345 AA4345.The NAVD 88 height was computed by applying the VERTCON shift value to AA4345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4345.The vertical order pertains to the superseded datum. AA4345 AA4345.This Tidal Bench Mark is designated as VM 11888 AA4345.by the Center for Operational Oceanographic Products and Services. AA4345 AA4345.The geoid height was determined by GEOID99. AA4345 AA4345; North East Units Estimated Accuracy AA4345;SPC CA 2 - 546,550. 2,027,540. MT (+/- 180 meters Scaled) AA4345 AA4345 SUPERSEDED SURVEY CONTROL AA4345 AA4345 NGVD 29 - 2.22 (m) 7.3 (f) RESET 3 AA4345 AA4345.Superseded values are not recommended for survey control. AA4345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4345.See file dsdata.txt to determine how the superseded data were derived. AA4345 AA4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH152161(NAD 83) AA4345_MARKER: DV = VERTICAL CONTROL DISK AA4345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4345_STAMPING: Z 564 1957 RESET 1978 AA4345_MARK LOGO: NGS AA4345_MAGNETIC: N = NO MAGNETIC MATERIAL AA4345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4345+STABILITY: SURFACE MOTION AA4345 AA4345 HISTORY - Date Condition Report By AA4345 HISTORY - 1978 MONUMENTED NOS AA4345 AA4345 STATION DESCRIPTION AA4345 AA4345'DESCRIBED BY NATIONAL OCEAN SERVICE 1978 (RAM) AA4345'3.2 MILES (5.1 KM) SOUTHEAST ALONG A LEVEE ROAD FROM THE SOUTHWEST END AA4345'OF THE SHERMAN-BRANNAN ISLAND BRIDGE OVER THREEMILE SLOUGH, ON SHERMAN AA4345'ISLAND, IN R3E T3N, AT THE CONFLUENCE OF THREEMILE SLOUGH AND THE SAN AA4345'JOAQUIN RIVER, ON THE WEST LEVEE OF THE SLOUGH, 34 FEET (10.4 M) EAST AA4345'OF THE CENTERLINE OF THE ROAD, 301 FEET (91.7 M) SOUTH OF A TIDE GAGE, AA4345'MIDWAY BETWEEN TWO WITNESS POSTS, ABOUT 6 FEET (1.8 M) LOWER THAN THE AA4345'GROUND, A DISK ON TOP OF A 5/8 INCH COPPER COATED ROD DRIVEN TO AA4345'REFUSAL AT A DEPTH OF 96 FEET.THE UPPER PORTION OF THE ROD IS ENCASED AA4345'IN A CONCRETE POST PROJECTING 0.2 FOOT (6.1 CM) ABOVE THE GROUND.