1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 JS2179 *********************************************************************** JS2179 DESIGNATION - P 859 JS2179 PID - JS2179 JS2179 STATE/COUNTY- CA/YOLO JS2179 USGS QUAD - ELDORADO BEND (1973) JS2179 JS2179 *CURRENT SURVEY CONTROL JS2179 ___________________________________________________________________ JS2179* NAD 83(1986)- 38 47 39. (N) 121 52 25. (W) SCALED JS2179* NAVD 88 - 16.76 (+/-2cm) 55.0 (feet) VERTCON JS2179 ___________________________________________________________________ JS2179 GEOID HEIGHT- -30.37 (meters) GEOID03 JS2179 JS2179 VERT ORDER - FIRST CLASS II (See Below) JS2179 JS2179.The horizontal coordinates were scaled from a topographic map and have JS2179.an estimated accuracy of +/- 6 seconds. JS2179 JS2179.The NAVD 88 height was computed by applying the VERTCON shift value to JS2179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS2179.The vertical order pertains to the NGVD 29 superseded value. JS2179 JS2179.The geoid height was determined by GEOID03. JS2179 JS2179; North East Units Estimated Accuracy JS2179;SPC CA 2 - 625,170. 2,010,980. MT (+/- 180 meters Scaled) JS2179 JS2179 SUPERSEDED SURVEY CONTROL JS2179 JS2179 NGVD 29 (??/??/92) 15.999 (m) 52.49 (f) ADJ UNCH 1 2 JS2179 JS2179.Superseded values are not recommended for survey control. JS2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2179.See file dsdata.txt to determine how the superseded data were derived. JS2179 JS2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH978945(NAD 83) JS2179_MARKER: DB = BENCH MARK DISK JS2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS2179_SP_SET: SET IN TOP OF CONCRETE MONUMENT JS2179_STAMPING: P 859 1949 JS2179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS2179+STABILITY: SURFACE MOTION JS2179 JS2179 HISTORY - Date Condition Report By JS2179 HISTORY - 1949 MONUMENTED CGS JS2179 HISTORY - 20050627 MARK NOT FOUND CADWR JS2179 JS2179 STATION DESCRIPTION JS2179 JS2179'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 JS2179'0.5 MI E FROM ZAMORA. JS2179'0.5 MILE EAST ALONG COUNTY ROAD 13 FROM THE ZAMORA UNION SCHOOL, JS2179'0.2 MILE EAST OF THE SOUTHERN PACIFIC CO. RAILROAD TRACKS, 484 JS2179'FEET WEST OF A CONCRETE CULVERT, 30 FEET SOUTH OF THE CENTER LINE JS2179'OF THE ROAD, 26 FEET EAST OF A FORKED OAK TREE, 21 1/2 FEET WEST JS2179'OF AN 18-INCH OAK TREE, 1.6 FEET SOUTH OF A WITNESS POST, 1.0 JS2179'FOOT NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN JS2179'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. JS2179 JS2179 STATION RECOVERY (2005) JS2179 JS2179'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 JS2179'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 JS2244 *********************************************************************** JS2244 DESIGNATION - ZAM JS2244 PID - JS2244 JS2244 STATE/COUNTY- CA/YOLO JS2244 USGS QUAD - ELDORADO BEND (1973) JS2244 JS2244 *CURRENT SURVEY CONTROL JS2244 ___________________________________________________________________ JS2244* NAD 83(1992)- 38 47 22.76918(N) 121 52 19.48948(W) ADJUSTED JS2244* NAVD 88 - 17.63 (+/-2cm) 57.8 (feet) VERTCON JS2244 ___________________________________________________________________ JS2244 EPOCH DATE - 1991.35 JS2244 LAPLACE CORR- 2.41 (seconds) DEFLEC99 JS2244 GEOID HEIGHT- -30.38 (meters) GEOID03 JS2244 JS2244 HORZ ORDER - FIRST JS2244 VERT ORDER - FIRST CLASS II (See Below) JS2244 JS2244.The horizontal coordinates were established by classical geodetic methods JS2244.and adjusted by the National Geodetic Survey in March 1994. JS2244.The horizontal coordinates are valid at the epoch date displayed above. JS2244.The epoch date for horizontal control is a decimal equivalence JS2244.of Year/Month/Day. JS2244 JS2244.The NAVD 88 height was computed by applying the VERTCON shift value to JS2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS2244.The vertical order pertains to the NGVD 29 superseded value. JS2244 JS2244.The Laplace correction was computed from DEFLEC99 derived deflections. JS2244 JS2244.The geoid height was determined by GEOID03. JS2244 JS2244; North East Units Scale Factor Converg. JS2244;SPC CA 2 - 624,665.921 2,011,113.143 MT 0.99992786 +0 04 50.3 JS2244;SPC CA 2 - 2,049,424.78 6,598,127.04 sFT 0.99992786 +0 04 50.3 JS2244;UTM 10 - 4,294,039.218 597,958.426 MT 0.99971816 +0 42 24.0 JS2244 JS2244! - Elev Factor x Scale Factor = Combined Factor JS2244!SPC CA 2 - 1.00000200 x 0.99992786 = 0.99992986 JS2244!UTM 10 - 1.00000200 x 0.99971816 = 0.99972016 JS2244 JS2244: Primary Azimuth Mark Grid Az JS2244:SPC CA 2 - MESA 201 29 23.7 JS2244:UTM 10 - MESA 200 51 50.0 JS2244 JS2244|---------------------------------------------------------------------| JS2244| PID Reference Object Distance Geod. Az | JS2244| dddmmss.s | JS2244| JS2243 ZAM RM 1 25.455 METERS 16058 | JS2244| JS4595 MESA APPROX. 4.4 KM 2013414.0 | JS2244| JS2245 ZAM RM 2 5.040 METERS 23801 | JS2244|---------------------------------------------------------------------| JS2244 JS2244 SUPERSEDED SURVEY CONTROL JS2244 JS2244 NAD 83(1986)- 38 47 22.76110(N) 121 52 19.48995(W) AD(1984.00) 1 JS2244 NAD 27 - 38 47 23.11150(N) 121 52 15.61500(W) AD( ) 1 JS2244 NGVD 29 (??/??/92) 16.871 (m) 55.35 (f) ADJ UNCH 1 2 JS2244 JS2244.Superseded values are not recommended for survey control. JS2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2244.See file dsdata.txt to determine how the superseded data were derived. JS2244 JS2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH9795894039(NAD 83) JS2244_MARKER: DS = TRIANGULATION STATION DISK JS2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS2244_SP_SET: SET IN TOP OF CONCRETE MONUMENT JS2244_STAMPING: ZAM 1959 JS2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS2244+STABILITY: SURFACE MOTION JS2244 JS2244 HISTORY - Date Condition Report By JS2244 HISTORY - 1959 MONUMENTED CGS JS2244 HISTORY - 1962 SEE DESCRIPTION CGS JS2244 HISTORY - 1964 SEE DESCRIPTION CGS JS2244 HISTORY - 1964 GOOD NGS JS2244 HISTORY - 1970 SEE DESCRIPTION NGS JS2244 HISTORY - 1971 SEE DESCRIPTION NGS JS2244 HISTORY - 20050627 MARK NOT FOUND CADWR JS2244 JS2244 STATION DESCRIPTION JS2244 JS2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG) JS2244'THE STATION IS LOCATED ABOUT 3/4 MILE AIRLINE SOUTHEAST OF JS2244'ZAMORA, BETWEEN U.S. HIGHWAY 99 AND THE SOUTHERN PACIFIC JS2244'RAILROAD. JS2244' JS2244'TO REACH FROM THE MAIN INTERSECTION, AT A SHELL GAS STATION, JS2244'IN ZAMORA, GO SOUTHEAST ON U.S. HIGHWAY 99 FOR 0.7 MILE TO JS2244'STATION ON LEFT. JS2244' JS2244'THE STATION MARK IS A STANDARD DISK STAMPED ZAM 1959, SET JS2244'IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT SET FLUSH JS2244'WITH THE GROUND. IT IS 5.1 FEET NORTH-NORTHWEST OF A TELEPHONE JS2244'POLE, 60.4 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY JS2244'99, 20.0 FEET SOUTHWEST OF THE CENTER LINE OF THE RAILROAD JS2244'TRACKS, 6 FEET NORTHEAST OF A SMALL, DEEP DITCH AND 21.3 FEET JS2244'NORTH OF A METAL WITNESS POST. JS2244' JS2244'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ZAM JS2244'NO 1 1959, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE JS2244'MONUMENT THAT PROJECTS 1 INCH ABOVE GROUND. IT IS 29 FEET JS2244'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 99, 4.5 FEET JS2244'SOUTHEAST OF TELEPHONE POLE 762 AND AT THE SAME ELEVATION AS JS2244'THE STATION. JS2244' JS2244'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ZAM JS2244'NO 2 1959, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE JS2244'MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND. IT IS 4 FEET JS2244'SOUTHWEST OF THE SMALL DITCH, 44 FEET NORTHEAST OF THE CENTER JS2244'LINE OF U.S. HIGHWAY 99, 11 FEET NORTHEAST OF A TELEPHONE JS2244'POLE GUY-LINE ANCHOR AND ABOUT 6 INCHES HIGHER THAN THE JS2244'STATION. JS2244' JS2244'STATION ORA WILL SERVE AS THE AZIMUTH MARK. JS2244 JS2244 STATION RECOVERY (1962) JS2244 JS2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (REA) JS2244'THE ARROWS ON THE REFERENCE MARKS DO NOT POINT AT THE STATION. JS2244'PREVIOUS MEASUREMENTS TO THE REFERENCE MARKS WERE CHECKED. JS2244'REFERENCE MARK 2 HAS BEEN HIT AND CHIPPED OFF ON THE NORTHWEST JS2244'SIDE. THE DESCRIPTION TO REACH THE STATION IS CORRECT AND JS2244'ADEQUATE. JS2244' JS2244'THIS STATION WAS VISITED BY AN ASTRO PARTY. JS2244 JS2244 STATION RECOVERY (1964) JS2244 JS2244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RM) JS2244'THE STATION AND R.M.S WERE RECOVERED. THE STATION IS LOCATED JS2244'0.8 MILE SOUTHEAST OF ZAMORA, TO REACH GO 0.8 MILE SOUTHEAST JS2244'ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING JS2244'OF COUNTY ROAD 93B, THE STATION IS A C AND GS TRIANGULATION JS2244'STATION DISK STAMPED ZAM 1959, 4-3/4 POLES SOUTHEAST OF JS2244'MILEPOLE 95, AT THE CROSSING OF A TELEPHONE POLE LINE, 17.3 JS2244'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 60-1/2 FEET NORTHEAST JS2244'OF THE CENTER LINE OF U.S. HIGHWAY 99, IN THE TOP OF A JS2244'CONCRETE POST (LEANING SLIGHTLY) PROJECTING 0.1 FOOT ABOVE THE JS2244'GROUND. JS2244' JS2244'R.M. 1 IS A C AND GS REFERENCE MARK DISK STAMPED ZAM NO. 1 JS2244'1959, 83 FEET SOUTH-SOUTHEAST OF THE STATION, 45.9 FEET SOUTHWEST JS2244'OF THE SOUTHWEST RAIL, 31 FEET NORTHEAST OF THE CENTER LINE JS2244'OF U.S. HIGHWAY 99, 5 FEET SOUTHEAST OF TELEPHONE POLE 762, JS2244'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT. JS2244' JS2244'R.M. 2 IS A C AND GS REFERENCE MARK DISK STAMPED ZAM NO 2 JS2244'1959, 33.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 16.6 FEET JS2244'SOUTHWEST OF THE STATION, 43.9 FEET NORTHEAST OF THE CENTER JS2244'LINE OF THE HIGHWAY, IN THE TOP OF A CONCRETE POST PROJECTING JS2244'0.3 FOOT ABOVE THE GROUND. JS2244' JS2244'THE STATION ACCORDING TO ARROWS ON R.M.S HAS BEEN MOVED. JS2244 JS2244 STATION RECOVERY (1964) JS2244 JS2244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 JS2244'0.8 MI SE FROM ZAMORA. JS2244'0.8 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD JS2244'FROM THE CROSSING OF ROAD 93B AT ZAMORA, 4 3/4 POLES SOUTHEAST JS2244'OF MILEPOLE 95, AT THE CROSSING OF A TELEPHONE POLE LINE, JS2244'17.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 60 1/2 FEET JS2244'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 99, 16.6 FEET JS2244'NORTHEAST OF ZAM R.M. 2, 21.7 FEET NORTH-NORTHWEST OF A WITNESS JS2244'POST, 5 FEET NORTHWEST OF A TELEPHONE POLE WITH 2 GUY WIRES, JS2244'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE JS2244'POST PROJECTING 0.1 FOOT ABOVE THE GROUND. NOTE-- THE POST IS JS2244'LEANING SLIGHTLY. JS2244 JS2244 STATION RECOVERY (1970) JS2244 JS2244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS) JS2244'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED JS2244'IN GOOD CONDITION AND THE 1959 DESCRIPTION IS ADEQUATE. JS2244' JS2244'NOTE--FORMER U.S. HIGHWAY 99W IS NOW COUNTY ROAD 99W. JS2244' JS2244'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE JS2244'SOUTHEAST OF ZAMORA JS2244 JS2244 STATION RECOVERY (1971) JS2244 JS2244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ) JS2244'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED JS2244'IN GOOD CONDITION AS DESCRIBED IN 1959. THE DISTANCE TO JS2244'REFERENCE MARK 1 AND THE DIRECTION BETWEEN THE MARKS COMPARES JS2244'FAVORABLY WITH 1959 DATA. THE DISTANCE TO REFERENCE MARK JS2244'2 WAS NOTED AND VERIFIED TO BE GREATER BY 0.010 METER ON JS2244'THIS DATE. A COMPLETE NEW DESCRIPTION FOLLOWS. JS2244' JS2244'THE STATION IS LOCATED 0.75 MILE SOUTHEAST OF ZAMORA AND JS2244'ALONG THE WEST RIGHT-OF-WAY OF THE SOUTHERN PACIFIC COMPANY JS2244'RAILROAD. JS2244' JS2244'TO REACH THE STATION FROM THE OVERPASS OF COUNTY ROAD 13 JS2244'AND INTERSTATE HIGHWAY 5 JUST SOUTHEAST OF ZAMORA, GO EAST ON JS2244'ROAD 13 FOR 0.15 MILE TO A CROSSROAD. TURN RIGHT AND GO JS2244'SOUTH ON ROAD 99W FOR 0.4 MILE TO THE STATION OF THE LEFT. JS2244' JS2244'THE STATION MARK IS A STANDARD DISK STAMPED ZAM 1959, SET JS2244'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS JS2244'FLUSH WITH THE GROUND. IT IS 61 FEET NORTHEAST OF THE CENTER JS2244'OF ROAD 99W, 21.5 FEET NORTHEAST OF A METAL WITNESS POST WITH JS2244'SIGN ATTACHED, 17.5 FEET SOUTHWEST OF THE WEST RAIL OF THE JS2244'RAILROAD TRACK, AND 5 FEET NORTHEAST OF A TELEPHONE POLE. JS2244'(NOTE 1A7A) JS2244' JS2244'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ZAM NO 1 1959, JS2244'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING JS2244'2 INCHES ABOVE THE GROUND. IT IS 46.5 FEET SOUTHWEST OF THE JS2244'WEST RAIL OF THE RAILROAD TRACK, 62 FEET SOUTH-SOUTHWEST OF JS2244'THE METAL WITNESS POST, 31 FEET NORTHEAST OF THE CENTER JS2244'OF THE ROAD, AND 4.5 FEET SOUTHEAST OF A TELEPHONE POLE. JS2244'(NOTE 11A) JS2244' JS2244'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ZAM NO 2 1959, JS2244'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING JS2244'3 INCHES ABOVE THE GROUND. IT IS 44 FEET NORTHEAST OF THE JS2244'CENTER OF THE ROAD, 34 FEET SOUTHWEST OF THE WEST RAIL OF JS2244'THE RAILROAD TRACK, 25.8 FEET WEST-NORTHWEST OF THE METAL JS2244'WITNESS POST AND 17 FEET NORTHWEST OF A TELEPHONE POLE. (NOTE JS2244'11A) JS2244' JS2244'THE TRAVERSE DISTANCE ABOVE IS REDUCED TO SEA LEVEL. JS2244' JS2244'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.75 MILE JS2244'SOUTHEAST OF ZAMORA JS2244 JS2244 STATION RECOVERY (2005) JS2244 JS2244'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 JS2244'RM 1 FD LEANING N'LY. STATION FOUND SEPARATED FROM ITS SETTING AND JS2244'WITH NO CAP. RM 2 WAS NOT FOUND.