1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 JS4839 *********************************************************************** JS4839 DESIGNATION - AP STA A2 JS4839 PID - JS4839 JS4839 STATE/COUNTY- CA/SACRAMENTO JS4839 USGS QUAD - SACRAMENTO EAST (1992) JS4839 JS4839 *CURRENT SURVEY CONTROL JS4839 ___________________________________________________________________ JS4839* NAD 83(1998)- 38 30 18.05576(N) 121 30 01.31353(W) ADJUSTED JS4839* NAVD 88 - 5.01 (meters) 16.4 (feet) GPS OBS JS4839 ___________________________________________________________________ JS4839 EPOCH DATE - 2002.53 JS4839 X - -2,611,319.485 (meters) COMP JS4839 Y - -4,261,225.196 (meters) COMP JS4839 Z - 3,949,448.946 (meters) COMP JS4839 LAPLACE CORR- 3.13 (seconds) DEFLEC99 JS4839 ELLIP HEIGHT- -25.94 (meters) (02/03/03) 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 February 2003. JS4839.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS4839.DATUM ITEM on the data sheet items page. 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 - 593,181.822 2,043,579.809 MT 0.99996550 +0 18 54.0 JS4839;SPC CA 2 - 1,946,130.69 6,704,644.76 sFT 0.99996550 +0 18 54.0 JS4839;UTM 10 - 4,262,915.466 630,759.318 MT 0.99981056 +0 56 01.6 JS4839 JS4839 SUPERSEDED SURVEY CONTROL JS4839 JS4839 NAD 83(1992)- 38 30 18.05429(N) 121 30 01.31150(W) AD(1997.30) 1 JS4839 ELLIP HT - -25.97 (m) (07/10/98) GP(1997.30) 4 1 JS4839 NAD 83(1992)- 38 30 18.05394(N) 121 30 01.31189(W) AD(1997.30) 1 JS4839 ELLIP HT - -25.88 (m) (05/14/98) 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) (05/16/94) 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 = MARCH 4, 2003 DE9128 *********************************************************************** DE9128 DESIGNATION - CAPITOL RESERVOIR DE9128 PID - DE9128 DE9128 STATE/COUNTY- CA/SACRAMENTO DE9128 USGS QUAD - TAYLOR MONUMENT (1980) DE9128 DE9128 *CURRENT SURVEY CONTROL DE9128 ___________________________________________________________________ DE9128* NAD 83(1998)- 38 39 02.32747(N) 121 30 26.67360(W) ADJUSTED DE9128* NAVD 88 - 4.79 (meters) 15.7 (feet) GPS OBS DE9128 ___________________________________________________________________ DE9128 EPOCH DATE - 2002.53 DE9128 X - -2,606,575.081 (meters) COMP DE9128 Y - -4,252,309.517 (meters) COMP DE9128 Z - 3,962,086.965 (meters) COMP DE9128 LAPLACE CORR- 0.81 (seconds) DEFLEC99 DE9128 ELLIP HEIGHT- -25.92 (meters) (02/03/03) GPS OBS DE9128 GEOID HEIGHT- -30.65 (meters) GEOID99 DE9128 DE9128 HORZ ORDER - FIRST DE9128 ELLP ORDER - FOURTH CLASS I DE9128 DE9128.The horizontal coordinates were established by GPS observations DE9128.and adjusted by the National Geodetic Survey in February 2003. DE9128.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DE9128.DATUM ITEM on the data sheet items page. DE9128.The horizontal coordinates are valid at the epoch date displayed above. DE9128.The epoch date for horizontal control is a decimal equivalence DE9128.of Year/Month/Day. DE9128 DE9128.The orthometric height was determined by GPS observations and a DE9128.high-resolution geoid model using precise GPS observation and DE9128.processing techniques. DE9128 DE9128.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE9128 DE9128.The Laplace correction was computed from DEFLEC99 derived deflections. DE9128 DE9128.The ellipsoidal height was determined by GPS observations DE9128.and is referenced to NAD 83. DE9128 DE9128.The geoid height was determined by GEOID99. DE9128 DE9128; North East Units Scale Converg. DE9128;SPC CA 2 - 609,343.611 2,042,877.752 MT 0.99994319 +0 18 38.0 DE9128;SPC CA 2 - 1,999,154.83 6,702,341.42 sFT 0.99994319 +0 18 38.0 DE9128;UTM 10 - 4,279,066.371 629,882.464 MT 0.99980774 +0 55 56.5 DE9128 DE9128 SUPERSEDED SURVEY CONTROL DE9128 DE9128.No superseded survey control is available for this station. DE9128 DE9128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2988279066(NAD 83) DE9128_MARKER: DD = SURVEY DISK DE9128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE9128_STAMPING: CITY OF SACRAMENTO GPS STA C-RES DE9128_MARK LOGO: CA3150 DE9128_MAGNETIC: N = NO MAGNETIC MATERIAL DE9128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE9128+STABILITY: SURFACE MOTION DE9128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE9128+SATELLITE: SATELLITE OBSERVATIONS - 2002 DE9128 DE9128 HISTORY - Date Condition Report By DE9128 HISTORY - 2002 MONUMENTED CA3150 DE9128 DE9128 STATION DESCRIPTION DE9128 DE9128'DESCRIBED BY CITY OF SACRAMENTO CALIFORNIA 2002 (FBR) DE9128'THE STATION IS ABOUT 5 MI (8.0 KM) NORTH OF SACRAMENTO AND ABOUT 3.5 DE9128'MI (5.6 KM) SOUTHWEST OF RIO LINDA. TO REACH THE STATION FROM THE DE9128'INTERSECTION OF INTERSTATE HIGHWAYS 5 AND 80, ABOUT 3 MI NORTH OF DE9128'SACRAMENTO, GO NORTH ON INTERSTATE HIGHWAY 5 FOR 2.0 MI (3.2 KM) TO DE9128'THE DEL PASO ROAD EXIT. TAKE THE OFF-RAMP FOR 0.3 MI (0.5 KM) TO THE DE9128'INTERSECTION OF DEL PASO ROAD. TURN RIGHT AND GO EAST ON DEL PASO DE9128'ROAD FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF NATOMAS BOULEVARD ON DE9128'THE LEFT AND TRUXEL ROAD ON THE RIGHT. TURN RIGHT AND GO SOUTH ON DE9128'TRUXEL ROAD FOR 0.25 MI (0.40 KM) TO THE INTERSECTION OF EAST ENTRANCE DE9128'ROAD. TURN LEFT ON EAST ENTRANCE ROAD, THE SERVICE ROAD TO SUMP 15, DE9128'AND GO EAST AND SOUTH ON THE SERVICE ROAD FOR ABOUT 1300 FT (396.2 M) DE9128'TO THE NORTH GATE TO SUMP 15. A KEY IS NEEDED FOR THE GATE AND CAN BE DE9128'OBTAINED BY CONTACTING THE CITY OF SACRAMENTO SURVEYOR AT DE9128'916-433-6362. GO THROUGH THE GATE AND CONTINUE SOUTH FOR ABOUT 300 FT DE9128'(91.4 M) TO THE SOUTH SIDE OF A CONTROL ROOM BUILDING AND THE STATION. DE9128'THE STATION IS A CITY OF SACRAMENTO DISK SET IN THE TOP OF A CONCRETE DE9128'MONUMENT. IT IS ABOUT 158 FT (48.2 M) SOUTH OF THE SOUTHWEST CORNER DE9128'OF THE CONTROL BUILDING, 56.0 FT (17.1 M) NORTHWEST OF A HIGH VOLTAGE DE9128'TRANSMISSION POLE, 52.2 FT (15.9 M) NORTH OF THE SOUTH GATE, 32.0 FT DE9128'(9.8 M) SOUTH OF THE EDGE OF PAVEMENT AND 28.0 FT (8.5 M) WEST OF THE DE9128'EAST RETAINING WALL AND CHAIN LINK FENCE. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 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(1998)- 38 39 18.54189(N) 121 23 14.17731(W) ADJUSTED AC9237* NAVD 88 - 23.39 (meters) 76.7 (feet) GPS OBS AC9237 ___________________________________________________________________ AC9237 EPOCH DATE - 2002.53 AC9237 X - -2,597,498.089 (meters) COMP AC9237 Y - -4,257,511.544 (meters) COMP AC9237 Z - 3,962,489.135 (meters) COMP AC9237 LAPLACE CORR- 3.96 (seconds) DEFLEC99 AC9237 ELLIP HEIGHT- -7.17 (meters) (02/03/03) GPS OBS AC9237 GEOID HEIGHT- -30.49 (meters) GEOID99 AC9237 AC9237 HORZ ORDER - FIRST AC9237 ELLP ORDER - FOURTH CLASS I AC9237 AC9237.The horizontal coordinates were established by GPS observations AC9237.and adjusted by the National Geodetic Survey in February 2003. AC9237.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC9237.DATUM ITEM on the data sheet items page. AC9237.The horizontal coordinates are valid at the epoch date displayed above. AC9237.The epoch date for horizontal control is a decimal equivalence AC9237.of Year/Month/Day. AC9237 AC9237.The orthometric height was determined by GPS observations and a AC9237.high-resolution geoid model using precise GPS observation and AC9237.processing techniques. 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 - 609,907.151 2,053,331.687 MT 0.99994260 +0 23 10.7 AC9237;SPC CA 2 - 2,001,003.71 6,736,639.04 sFT 0.99994260 +0 23 10.7 AC9237;UTM 10 - 4,279,743.193 640,328.438 MT 0.99984250 +1 00 27.1 AC9237 AC9237 SUPERSEDED SURVEY CONTROL AC9237 AC9237 NAD 83(1992)- 38 39 18.53792(N) 121 23 14.17065(W) AD(1991.35) 1 AC9237 ELLIP HT - -7.06 (m) (06/13/97) GP(1991.35) 4 2 AC9237 AC9237.Superseded values are not recommended for survey control. AC9237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC9237.See file dsdata.txt to determine how the superseded data were derived. AC9237 AC9237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4032879743(NAD 83) AC9237_MARKER: DD = SURVEY DISK AC9237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC9237_STAMPING: LR 208 AC9237_MARK LOGO: RTSD AC9237_MAGNETIC: N = NO MAGNETIC MATERIAL AC9237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC9237+STABILITY: SURFACE MOTION AC9237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC9237+SATELLITE: SATELLITE OBSERVATIONS - 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 = MARCH 4, 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(1998)- 38 20 24.75925(N) 121 33 40.05033(W) ADJUSTED JS4311* NAVD 88 - 8.06 (meters) 26.4 (feet) GPS OBS JS4311 ___________________________________________________________________ JS4311 EPOCH DATE - 2002.53 JS4311 X - -2,621,788.535 (meters) COMP JS4311 Y - -4,268,142.554 (meters) COMP JS4311 Z - 3,935,118.163 (meters) COMP JS4311 LAPLACE CORR- 5.60 (seconds) DEFLEC99 JS4311 ELLIP HEIGHT- -23.37 (meters) (02/03/03) 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 February 2003. JS4311.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS4311.DATUM ITEM on the data sheet items page. JS4311.The horizontal coordinates are valid at the epoch date displayed above. JS4311.The epoch date for horizontal control is a decimal equivalence JS4311.of Year/Month/Day. JS4311 JS4311.The orthometric height was determined by GPS observations and a JS4311.high-resolution geoid model using precise GPS observation and JS4311.processing techniques. JS4311 JS4311.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS4311 JS4311.The Laplace correction was computed from DEFLEC99 derived deflections. JS4311 JS4311.The ellipsoidal height was determined by GPS observations JS4311.and is referenced to NAD 83. JS4311 JS4311.The geoid height was determined by GEOID99. JS4311 JS4311; North East Units Scale Converg. JS4311;SPC CA 2 - 574,860.963 2,038,368.493 MT 0.99999845 +0 16 36.1 JS4311;SPC CA 2 - 1,886,023.01 6,687,547.30 sFT 0.99999845 +0 16 36.1 JS4311;SPC CA 3 - 704,760.381 1,907,234.649 MT 0.99998196 -0 38 58.8 JS4311;SPC CA 3 - 2,312,201.35 6,257,319.01 sFT 0.99998196 -0 38 58.8 JS4311;UTM 10 - 4,244,542.804 625,746.604 MT 0.99979473 +0 53 33.7 JS4311 JS4311: Primary Azimuth Mark Grid Az JS4311:SPC CA 2 - UPPER SNODGRASS SW TRANS TOWER 100 04 59.9 JS4311:SPC CA 3 - UPPER SNODGRASS SW TRANS TOWER 101 00 34.8 JS4311:UTM 10 - UPPER SNODGRASS SW TRANS TOWER 099 28 02.3 JS4311 JS4311|---------------------------------------------------------------------| JS4311| PID Reference Object Distance Geod. Az | JS4311| dddmmss.s | JS4311| DB3439 COURTLAND RM 1 AZIMUTH 0410449.9 | JS4311| JS4306 SOUTHERN PACIF RR NE TRANS TWR APPROX. 4.9 KM 0715138.8 | JS4311| JS4316 SOUTHERN PACIF RR SW TRANS TWR APPROX. 4.8 KM 0731309.4 | JS4311| JS4302 UPPER SNODGRASS NE TRANS TOWER APPROX. 3.3 KM 0965256.8 | JS4311| JS4300 UPPER SNODGRASS SW TRANS TOWER APPROX. 3.2 KM 1002136.0 | JS4311| DB3440 COURTLAND RM 2 20.410 METERS 13001 | JS4311| DB3441 COURTLAND RM 4 20.447 METERS 13003 | JS4311| JS4301 SW TRANS TOWER NW OF VORDEN APPROX. 5.4 KM 1821234.5 | JS4311| JS4310 USE 64 21.407 METERS 20546 | JS4311|---------------------------------------------------------------------| JS4311 JS4311 SUPERSEDED SURVEY CONTROL JS4311 JS4311 NAD 83(1992)- 38 20 24.75764(N) 121 33 40.04811(W) AD(1997.30) B JS4311 ELLIP HT - -23.42 (m) (07/10/98) GP(1997.30) 4 1 JS4311 NAD 83(1992)- 38 20 24.75729(N) 121 33 40.04849(W) AD(1997.30) B JS4311 ELLIP HT - -23.32 (m) (05/14/98) 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 = MARCH 4, 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(1998)- 38 27 10.89635(N) 121 22 51.46942(W) ADJUSTED JS3899* NAVD 88 - 11.77 (meters) 38.6 (feet) GPS OBS JS3899 ___________________________________________________________________ JS3899 EPOCH DATE - 2002.53 JS3899 X - -2,604,306.385 (meters) COMP JS3899 Y - -4,269,728.072 (meters) COMP JS3899 Z - 3,944,935.529 (meters) COMP JS3899 LAPLACE CORR- 5.60 (seconds) DEFLEC99 JS3899 ELLIP HEIGHT- -18.96 (meters) (02/03/03) GPS OBS JS3899 GEOID HEIGHT- -30.68 (meters) GEOID99 JS3899 JS3899 HORZ ORDER - FIRST JS3899 ELLP ORDER - FOURTH CLASS I JS3899 JS3899.The horizontal coordinates were established by GPS observations JS3899.and adjusted by the National Geodetic Survey in February 2003. JS3899.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS3899.DATUM ITEM on the data sheet items page. JS3899.The horizontal coordinates are valid at the epoch date displayed above. JS3899.The epoch date for horizontal control is a decimal equivalence JS3899.of Year/Month/Day. JS3899 JS3899.The orthometric height was determined by GPS observations and a JS3899.high-resolution geoid model using precise GPS observation and JS3899.processing techniques. 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; North East Units Scale Converg. JS3899;SPC CA 2 - 587,475.190 2,054,033.530 MT 0.99997501 +0 23 25.0 JS3899;SPC CA 2 - 1,927,408.19 6,738,941.67 sFT 0.99997501 +0 23 25.0 JS3899;UTM 10 - 4,257,322.671 641,272.464 MT 0.99984578 +1 00 25.2 JS3899 JS3899 SUPERSEDED SURVEY CONTROL JS3899 JS3899 NAD 83(1992)- 38 27 10.89503(N) 121 22 51.46681(W) AD(1997.30) 1 JS3899 ELLIP HT - -19.00 (m) (07/10/98) GP(1997.30) 4 1 JS3899 NAD 83(1992)- 38 27 10.89466(N) 121 22 51.46719(W) AD(1997.30) 1 JS3899 ELLIP HT - -18.91 (m) (05/14/98) 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: 10SFH4127257323(NAD 83) JS3899_MARKER: F = FLANGE-ENCASED ROD JS3899_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL JS3899+WITH SETTING: INFORMATION. JS3899_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 = MARCH 4, 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(1998)- 38 36 52.10322(N) 121 30 52.07406(W) ADJUSTED AC9226* NAVD 88 - 6.08 (meters) 19.9 (feet) GPS OBS AC9226 ___________________________________________________________________ AC9226 EPOCH DATE - 2002.53 AC9226 X - -2,608,409.650 (meters) COMP AC9226 Y - -4,254,126.545 (meters) COMP AC9226 Z - 3,958,950.925 (meters) COMP AC9226 LAPLACE CORR- 1.24 (seconds) DEFLEC99 AC9226 ELLIP HEIGHT- -24.70 (meters) (02/03/03) GPS OBS AC9226 GEOID HEIGHT- -30.72 (meters) GEOID99 AC9226 AC9226 HORZ ORDER - FIRST AC9226 ELLP ORDER - FOURTH CLASS I AC9226 AC9226.The horizontal coordinates were established by GPS observations AC9226.and adjusted by the National Geodetic Survey in February 2003. AC9226.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC9226.DATUM ITEM on the data sheet items page. AC9226.The horizontal coordinates are valid at the epoch date displayed above. AC9226.The epoch date for horizontal control is a decimal equivalence AC9226.of Year/Month/Day. AC9226 AC9226.The orthometric height was determined by GPS observations and a AC9226.high-resolution geoid model using precise GPS observation and AC9226.processing techniques. AC9226 AC9226.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC9226 AC9226.The Laplace correction was computed from DEFLEC99 derived deflections. AC9226 AC9226.The ellipsoidal height was determined by GPS observations AC9226.and is referenced to NAD 83. AC9226 AC9226.The geoid height was determined by GEOID99. AC9226 AC9226; North East Units Scale Converg. AC9226;SPC CA 2 - 605,325.027 2,042,285.046 MT 0.99994813 +0 18 22.0 AC9226;SPC CA 2 - 1,985,970.53 6,700,396.86 sFT 0.99994813 +0 18 22.0 AC9226;UTM 10 - 4,275,042.153 629,333.455 MT 0.99980599 +0 55 38.0 AC9226 AC9226 SUPERSEDED SURVEY CONTROL AC9226 AC9226 NAD 83(1992)- 38 36 52.09946(N) 121 30 52.06770(W) AD(1991.35) 1 AC9226 ELLIP HT - -24.60 (m) (06/13/97) GP(1991.35) 4 2 AC9226 AC9226.Superseded values are not recommended for survey control. AC9226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC9226.See file dsdata.txt to determine how the superseded data were derived. AC9226 AC9226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2933375042(NAD 83) AC9226_MARKER: DD = SURVEY DISK AC9226_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AC9226_STAMPING: CA-HPGN-DENSIFICATION STA. 03-AA 1994 AC9226_MARK LOGO: CADT AC9226_PROJECTION: RECESSED 10 CENTIMETERS AC9226_MAGNETIC: 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 = MARCH 4, 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(1998)- 38 33 14.56994(N) 121 25 23.72262(W) ADJUSTED AC9246* NAVD 88 - 13.31 (meters) 43.7 (feet) GPS OBS AC9246 ___________________________________________________________________ AC9246 EPOCH DATE - 2002.53 AC9246 X - -2,603,818.212 (meters) COMP AC9246 Y - -4,261,848.126 (meters) COMP AC9246 Z - 3,953,712.084 (meters) COMP AC9246 LAPLACE CORR- 3.88 (seconds) DEFLEC99 AC9246 ELLIP HEIGHT- -17.45 (meters) (07/10/98) 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 February 2003. AC9246.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC9246.DATUM ITEM on the data sheet items page. AC9246.The horizontal coordinates are valid at the epoch date displayed above. AC9246.The epoch date for horizontal control is a decimal equivalence AC9246.of Year/Month/Day. AC9246 AC9246.The orthometric height was determined by GPS observations and a AC9246.high-resolution geoid model using precise GPS observation and AC9246.processing techniques. AC9246 AC9246.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC9246 AC9246.The Laplace correction was computed from DEFLEC99 derived deflections. AC9246 AC9246.The ellipsoidal height was determined by GPS observations AC9246.and is referenced to NAD 83. AC9246 AC9246.The geoid height was determined by GEOID99. AC9246 AC9246; North East Units Scale Converg. AC9246;SPC CA 2 - 598,664.172 2,050,270.847 MT 0.99995728 +0 21 49.0 AC9246;SPC CA 2 - 1,964,117.37 6,726,596.94 sFT 0.99995728 +0 21 49.0 AC9246;UTM 10 - 4,268,469.005 637,389.810 MT 0.99983245 +0 58 58.3 AC9246 AC9246 SUPERSEDED SURVEY CONTROL AC9246 AC9246 NAD 83(1992)- 38 33 14.56895(N) 121 25 23.72001(W) AD(1997.30) B AC9246 NAD 83(1992)- 38 33 14.56859(N) 121 25 23.72039(W) AD(1997.30) B AC9246 ELLIP HT - -17.36 (m) (05/14/98) 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) (06/13/97) 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 = MARCH 4, 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(1998)- 38 29 47.62917(N) 121 23 49.73609(W) ADJUSTED JS3901* NAVD 88 - 11.84 (meters) 38.8 (feet) GPS OBS JS3901 ___________________________________________________________________ JS3901 EPOCH DATE - 2002.53 JS3901 X - -2,603,945.976 (meters) COMP JS3901 Y - -4,266,425.699 (meters) COMP JS3901 Z - 3,948,719.093 (meters) COMP JS3901 LAPLACE CORR- 5.13 (seconds) DEFLEC99 JS3901 ELLIP HEIGHT- -18.90 (meters) (02/03/03) GPS OBS JS3901 GEOID HEIGHT- -30.68 (meters) GEOID99 JS3901 JS3901 HORZ ORDER - FIRST 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 February 2003. JS3901.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS3901.DATUM ITEM on the data sheet items page. 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 GPS observations and a JS3901.high-resolution geoid model using precise GPS observation and JS3901.processing techniques. 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; North East Units Scale Converg. JS3901;SPC CA 2 - 592,298.280 2,052,588.745 MT 0.99996699 +0 22 48.3 JS3901;SPC CA 2 - 1,943,231.94 6,734,201.57 sFT 0.99996699 +0 22 48.3 JS3901;UTM 10 - 4,262,129.301 639,775.993 MT 0.99984060 +0 59 52.4 JS3901 JS3901 SUPERSEDED SURVEY CONTROL JS3901 JS3901 NAD 83(1992)- 38 29 47.62756(N) 121 23 49.73318(W) AD(1997.30) 1 JS3901 ELLIP HT - -18.94 (m) (07/10/98) GP(1997.30) 4 1 JS3901 NAD 83(1992)- 38 29 47.62720(N) 121 23 49.73357(W) AD(1997.30) 1 JS3901 ELLIP HT - -18.85 (m) (05/14/98) 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) (06/13/97) 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.