Hwy 49 & Emmerson Rd
T. 11 R. 10 S. 35
Picture Orientation: Facing Southbound on Hwy 49
Date Picture Taken: 1-31-2001
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Hwy 49 & Emmerson Rd T. 11 R. 10 S. 35 Picture Orientation: Facing Southbound on Hwy 49 Date Picture Taken: 1-31-2001 |
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DATABASE = ,PROGRAM = datasheet, VERSION = 7.85 1 National Geodetic Survey, Retrieval Date = OCTOBER 12, 2010 AC9231 *********************************************************************** AC9231 DESIGNATION - HPGN D CA 03 EM AC9231 PID - AC9231 AC9231 STATE/COUNTY- CA/EL DORADO AC9231 USGS QUAD - GARDEN VALLEY (1973) AC9231 AC9231 *CURRENT SURVEY CONTROL AC9231 ___________________________________________________________________ AC9231* NAD 83(2007)- 38 45 17.06431(N) 120 49 42.93720(W) ADJUSTED AC9231* NAVD 88 - 564.89 (meters) 1853.3 (feet) LEVELING AC9231 ___________________________________________________________________ AC9231 EPOCH DATE - 2007.00 AC9231 X - -2,552,536.057 (meters) COMP AC9231 Y - -4,277,064.587 (meters) COMP AC9231 Z - 3,971,457.264 (meters) COMP AC9231 LAPLACE CORR- 10.55 (seconds) DEFLEC09 AC9231 ELLIP HEIGHT- 537.167 (meters) (02/10/07) ADJUSTED AC9231 GEOID HEIGHT- -27.71 (meters) GEOID09 AC9231 AC9231 ------- Accuracy Estimates (at 95% Confidence Level in cm) -------- AC9231 Type PID Designation North East Ellip AC9231 ------------------------------------------------------------------- AC9231 NETWORK AC9231 HPGN D CA 03 EM 0.71 0.84 2.78 AC9231 ------------------------------------------------------------------- AC9231 VERT ORDER - THIRD ? AC9231 AC9231.The horizontal coordinates were established by GPS observations AC9231.and adjusted by the National Geodetic Survey in February 2007. AC9231 AC9231.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). AC9231.See National Readjustment for more information. AC9231.The horizontal coordinates are valid at the epoch date displayed above. AC9231.The epoch date for horizontal control is a decimal equivalence AC9231.of Year/Month/Day. AC9231 AC9231.The orthometric height was determined by differential leveling. AC9231.The vertical network tie was performed by a horz. field party for horz. AC9231.obs reductions. Reset procedures were used to establish the elevation. AC9231 AC9231.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC9231 AC9231.The Laplace correction was computed from DEFLEC09 derived deflections. AC9231 AC9231.The ellipsoidal height was determined by GPS observations AC9231.and is referenced to NAD 83. AC9231 AC9231.The geoid height was determined by GEOID09. AC9231 AC9231; North East Units Scale Factor Converg. AC9231;SPC CA 2 - 621,438.278 2,101,814.276 MT 0.99993116 +0 44 18.7 AC9231;SPC CA 2 - 2,038,835.42 6,895,702.34 sFT 0.99993116 +0 44 18.7 AC9231;UTM 10 - 4,291,799.140 688,683.146 MT 1.00003842 +1 21 34.8 AC9231 AC9231! - Elev Factor x Scale Factor = Combined Factor AC9231!SPC CA 2 - 0.99991573 x 0.99993116 = 0.99984689 AC9231!UTM 10 - 0.99991573 x 1.00003842 = 0.99995414 AC9231 AC9231 SUPERSEDED SURVEY CONTROL AC9231 AC9231 NAD 83(1998)- 38 45 17.06333(N) 120 49 42.93648(W) AD(2004.69) B AC9231 ELLIP H (09/28/05) 537.182 (m) GP( ) 4 1 AC9231 NAD 83(1992)- 38 45 17.05886(N) 120 49 42.92960(W) AD(1991.35) 1 AC9231 ELLIP H (06/13/97) 537.272 (m) GP(1991.35) 4 2 AC9231 AC9231.Superseded values are not recommended for survey control. AC9231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC9231.See file dsdata.txt to determine how the superseded data were derived. AC9231 AC9231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH8868391799(NAD 83) AC9231_MARKER: DD = SURVEY DISK AC9231_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AC9231_STAMPING: CA-HPGN-DENSIFICATION STA. 03-EM 1994 AC9231_MARK LOGO: CADT AC9231_PROJECTION: FLUSH AC9231_MAGNETIC: N = NO MAGNETIC MATERIAL AC9231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC9231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC9231+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 AC9231_ROD/PIPE-DEPTH: 4.00 meters AC9231 AC9231 HISTORY - Date Condition Report By AC9231 HISTORY - 1994 MONUMENTED CADT AC9231 HISTORY - 20041005 GOOD CADT AC9231 AC9231 STATION DESCRIPTION AC9231 AC9231'DESCRIBED BY CALTRANS 1994 (JCB) AC9231'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF STATE HIGHWAY 49, AC9231'ABOUT 17 MI (27.4 KM) SOUTHEAST OF AUBURN AND 3 MI (4.8 KM) NORTHWEST AC9231'OF PLACERVILLE. TO REACH THE STATION FROM THE JUNCTION OF U.S. AC9231'HIGHWAY 50 AND STATE HIGHWAY 49 IN PLACERVILLE, GO NORTH ON HIGHWAY 49 AC9231'(SPRING STREET) FOR 0.2 MI (0.3 KM) TO THE INTERSECTION WITH COLOMA AC9231'STREET. TURN LEFT AND GO NORTH ON HIGHWAY 49 (COLOMA STREET) FOR 0.6 AC9231'MI (1.0 KM) TO A SIDE ROAD RIGHT, STATE HIGHWAY 193. CONTINUE NORTH ON AC9231'HIGHWAY 49 (COLOMA ROAD) FOR 1.75 MI (2.82 KM) TO A DRIVEWAY FOR 1941 AC9231'COLOMA ROAD AND THE STATION ON THE RIGHT AT POST MILE 17.4. THE AC9231'STATION IS 0.1 MI (0.2 KM) EAST OF THE INTERSECTION OF HIGHWAY 49 AND AC9231'EMMERSON ROAD (A PRIVATE ROAD) . THE STATION IS A SURVEY DISK ENCASED AC9231'IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND, AC9231'65 FT (19.8 M) EAST OF AND ACROSS THE HIGHWAY FROM A UTILITY POLE ON AC9231'THE WEST SIDE OF HIGHWAY 49, 40 FT (12.2 M) SOUTHEAST OF THE CENTER OF AC9231'THE DRIVEWAY, 29 FT (8.8 M) NORTHEAST OF THE CENTERLINE OF HIGHWAY 49, AC9231'3.5 FT (1.1 M) SOUTHWEST OF THE SOUTH EDGE OF PAVEMENT OF A PRIVATE AC9231'DRIVE, 3.0 FT (0.9 M) NORTHEAST OF A CARSONITE WITNESS POST AND ABOUT AC9231'6 FT (1.8 M) HIGHER THAN HIGHWAY 49. THIS STATION WAS OCCUPIED AS PART AC9231'OF A CALIFORNIA HPGN DENSIFICATION SURVEY. AC9231 AC9231 STATION RECOVERY (2004) AC9231 AC9231'RECOVERY NOTE BY CALTRANS 2004 (RLM) AC9231'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AC9231'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AC9231'MODERNIZATION PROJECT. *** retrieval complete. Elapsed Time = 00:00:00