1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5445 *********************************************************************** HS5445 DESIGNATION - A 797 RESET HS5445 PID - HS5445 HS5445 STATE/COUNTY- CA/STANISLAUS HS5445 USGS QUAD - KNIGHTS FERRY (1987) HS5445 HS5445 *CURRENT SURVEY CONTROL HS5445 ___________________________________________________________________ HS5445* NAD 83(1986)- 37 50 33. (N) 120 42 51. (W) SCALED HS5445* NAVD 88 - 75.52 (+/-2cm) 247.8 (feet) VERTCON HS5445 ___________________________________________________________________ HS5445 GEOID HEIGHT- -30.67 (meters) GEOID99 HS5445 HS5445 VERT ORDER - THIRD (See Below) HS5445 HS5445.The horizontal coordinates were scaled from a topographic map and have HS5445.an estimated accuracy of +/- 6 seconds. HS5445 HS5445.The NAVD 88 height was computed by applying the VERTCON shift value to HS5445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS5445.The vertical order pertains to the superseded datum. HS5445 HS5445.The geoid height was determined by GEOID99. HS5445 HS5445; North East Units Estimated Accuracy HS5445;SPC CA 3 - 649,010. 1,981,150. MT (+/- 180 meters Scaled) HS5445 HS5445 SUPERSEDED SURVEY CONTROL HS5445 HS5445 NGVD 29 - 74.76 (m) 245.3 (f) RESET 3 HS5445 HS5445.Superseded values are not recommended for survey control. HS5445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5445.See file dsdata.txt to determine how the superseded data were derived. HS5445 HS5445_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG011908(NAD 83) HS5445_MARKER: DV = VERTICAL CONTROL DISK HS5445_SETTING: 36 = BRIDGE HS5445_STAMPING: A 797 RESET 1991 HS5445_MARK LOGO: NGS HS5445_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET HS5445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS5445 HS5445 HISTORY - Date Condition Report By HS5445 HISTORY - 1992 MONUMENTED CA-099 HS5445 HS5445 STATION DESCRIPTION HS5445 HS5445'DESCRIBED BY STANISLAUS COUNTY CALIFORNIA 1992 HS5445'3.1 MILES NORTHWEST ALONG SONORA ROAD FROM THE POST OFFICE IN HS5445'KNIGHTS FERRY, IN SOUTHWESTERLY CORNER OF NEW BRIDGE OVER LITTLE HS5445'JOHN CREEK ON SONORA ROAD, 1.8 MILES (2.9 KM) NORTHWESTERLY HS5445'FROM ORANGE BLOSSOM ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2061 *********************************************************************** HS2061 DESIGNATION - A 800 RESET HS2061 PID - HS2061 HS2061 STATE/COUNTY- CA/STANISLAUS HS2061 USGS QUAD - OAKDALE (1987) HS2061 HS2061 *CURRENT SURVEY CONTROL HS2061 ___________________________________________________________________ HS2061* NAD 83(1986)- 37 46 34. (N) 120 47 31. (W) SCALED HS2061* NAVD 88 - 73.15 (+/-2cm) 240.0 (feet) VERTCON HS2061 ___________________________________________________________________ HS2061 GEOID HEIGHT- -31.22 (meters) GEOID99 HS2061 HS2061 VERT ORDER - THIRD (See Below) HS2061 HS2061.The horizontal coordinates were scaled from a topographic map and have HS2061.an estimated accuracy of +/- 6 seconds. HS2061 HS2061.The NAVD 88 height was computed by applying the VERTCON shift value to HS2061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2061.The vertical order pertains to the superseded datum. HS2061 HS2061.The geoid height was determined by GEOID99. HS2061 HS2061; North East Units Estimated Accuracy HS2061;SPC CA 3 - 641,660. 1,974,280. MT (+/- 180 meters Scaled) HS2061 HS2061 SUPERSEDED SURVEY CONTROL HS2061 HS2061 NGVD 29 - 72.39 (m) 237.5 (f) RESET 3 HS2061 HS2061.Superseded values are not recommended for survey control. HS2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2061.See file dsdata.txt to determine how the superseded data were derived. HS2061 HS2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG944832(NAD 83) HS2061_MARKER: DB = BENCH MARK DISK HS2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS2061_STAMPING: A 800 RESET 1957 HS2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS2061+STABILITY: SURFACE MOTION HS2061 HS2061 HISTORY - Date Condition Report By HS2061 HISTORY - 1957 MONUMENTED CADH HS2061 HISTORY - 1986 MARK NOT FOUND NGS HS2061 HS2061 STATION DESCRIPTION HS2061 HS2061'DESCRIBED BY CA DIV OF HIGHWAYS 1957 HS2061'3 MI E FROM OAKDALE. HS2061'3 MILES EAST ALONG STATE HIGHWAY 120 FROM THE SOUTHERN PACIFIC HS2061'RAILROAD STATION AT OAKDALE, ABOUT 150 FEET EAST OF THE HS2061'CENTERLINE OF DILLWOOD ROAD, 61 FEET SOUTHEAST OF THE SOUTHEAST HS2061'CORNER OF A ROCK HOUSE, 92.5 FEET WEST OF POWER POLE JP 56, 35 HS2061'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 120, 60 FEET HS2061'SOUTHEAST OF AN 18-INCH CEDAR TREE, ABOUT 2 FEET SOUTH OF A HS2061'WHITE WITNESS POST AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. THE HS2061'DISK IS SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT. HS2061 HS2061 STATION RECOVERY (1986) HS2061 HS2061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HS2061'NOT RECOVERED. A CONCRETE POST AND A BRASS STEM WERE RECOVERED AT HS2061'THE DESCRIBED LOCATION BUT THE DISK WAS MISSING. BELIEVED DESTROYED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0244 *********************************************************************** HS0244 DESIGNATION - C 675 RESET HS0244 PID - HS0244 HS0244 STATE/COUNTY- CA/STANISLAUS HS0244 USGS QUAD - BRUSH LAKE (1976) HS0244 HS0244 *CURRENT SURVEY CONTROL HS0244 ___________________________________________________________________ HS0244* NAD 83(1986)- 37 37 00. (N) 121 01 41. (W) SCALED HS0244* NAVD 88 - 24.60 (+/-2cm) 80.7 (feet) VERTCON HS0244 ___________________________________________________________________ HS0244 GEOID HEIGHT- -32.10 (meters) GEOID99 HS0244 HS0244 VERT ORDER - THIRD (See Below) HS0244 HS0244.The horizontal coordinates were scaled from a topographic map and have HS0244.an estimated accuracy of +/- 6 seconds. HS0244 HS0244.The NAVD 88 height was computed by applying the VERTCON shift value to HS0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0244.The vertical order pertains to the superseded datum. HS0244 HS0244.The geoid height was determined by GEOID99. HS0244 HS0244; North East Units Estimated Accuracy HS0244;SPC CA 3 - 624,060. 1,953,380. MT (+/- 180 meters Scaled) HS0244 HS0244 SUPERSEDED SURVEY CONTROL HS0244 HS0244 NGVD 29 - 23.87 (m) 78.3 (f) RESET 3 HS0244 HS0244.Superseded values are not recommended for survey control. HS0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0244.See file dsdata.txt to determine how the superseded data were derived. HS0244 HS0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG740651(NAD 83) HS0244_MARKER: DB = BENCH MARK DISK HS0244_SETTING: 31 = SIDEWALK HS0244_STAMPING: C 675 RESET 1958 HS0244_MARK LOGO: CGS HS0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS0244 HS0244 HISTORY - Date Condition Report By HS0244 HISTORY - 1958 MONUMENTED LOCENG HS0244 HISTORY - 1958 GOOD NGS HS0244 HISTORY - 1987 GOOD USPSQD HS0244 HISTORY - 1987 GOOD NGS HS0244 HS0244 STATION DESCRIPTION HS0244 HS0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 HS0244'0.8 MI SW FROM MODESTO. HS0244'ALONG PARADISE ROAD, 0.8 MILE SOUTHWEST OF PRESENT MODESTO HS0244'CITY LIMITS, 125 FEET WEST OF THE CENTERLINE OF VERNON AVENUE, HS0244'40 FEET SOUTH OF THE CENTERLINE OF PARADISE ROAD, 23 FEET EAST HS0244'OF THE NORTHWEST CORNER OF A BUILDING, 1.0 FOOT NORTH OF THE HS0244'NORTH FACE OF BUILDING, AND SET IN CONCRETE SIDEWALK. HS0244 HS0244 STATION RECOVERY (1987) HS0244 HS0244'RECOVERY NOTE BY US POWER SQUADRON 1987 (AJM) HS0244'RECOVERED IN GOOD CONDITION. HS0244 HS0244 STATION RECOVERY (1987) HS0244 HS0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 HS0244'RECOVERED IN GOOD CONDITION. THE 1958 DESCRIPTION IS ADEQUATE EXCEPT HS0244'THAT THE BUILDING DESCRIBED THEREIN IS NOW THE PARADISE MARKET. HS0244'NOTE--NOT LEVELED THIS SURVEY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS4821 *********************************************************************** HS4821 DESIGNATION - CROWS LANDING RESET HS4821 PID - HS4821 HS4821 STATE/COUNTY- CA/STANISLAUS HS4821 USGS QUAD - CROWS LANDING (1980) HS4821 HS4821 *CURRENT SURVEY CONTROL HS4821 ___________________________________________________________________ HS4821* NAD 83(1992)- 37 23 29.24510(N) 121 04 39.40984(W) ADJUSTED HS4821* NAVD 88 - 37.67 (+/-2cm) 123.6 (feet) VERTCON HS4821 ___________________________________________________________________ HS4821 EPOCH DATE - 1991.35 HS4821 LAPLACE CORR- -0.91 (seconds) DEFLEC99 HS4821 GEOID HEIGHT- -32.58 (meters) GEOID99 HS4821 HS4821 HORZ ORDER - FIRST HS4821 VERT ORDER - THIRD (See Below) HS4821 HS4821.The horizontal coordinates were established by classical geodetic methods HS4821.and adjusted by the National Geodetic Survey in March 1994. HS4821.The horizontal coordinates are valid at the epoch date displayed above. HS4821.The epoch date for horizontal control is a decimal equivalence HS4821.of Year/Month/Day. HS4821 HS4821.The NAVD 88 height was computed by applying the VERTCON shift value to HS4821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS4821.The vertical order pertains to the superseded datum. HS4821 HS4821.The Laplace correction was computed from DEFLEC99 derived deflections. HS4821 HS4821.The geoid height was determined by GEOID99. HS4821 HS4821; North East Units Scale Converg. HS4821;SPC CA 3 - 599,092.406 1,948,853.344 MT 0.99994876 -0 21 13.1 HS4821;SPC CA 3 - 1,965,522.34 6,393,863.01 sFT 0.99994876 -0 21 13.1 HS4821;UTM 10 - 4,140,033.394 670,173.971 MT 0.99995673 +1 10 03.6 HS4821 HS4821: Primary Azimuth Mark Grid Az HS4821:SPC CA 3 - NEWMAN NW BASE 144 29 52.5 HS4821:UTM 10 - NEWMAN NW BASE 142 58 35.8 HS4821 HS4821|---------------------------------------------------------------------| HS4821| PID Reference Object Distance Geod. Az | HS4821| dddmmss.s | HS4821| DB2994 CROWS LANDING AZ MK 1411541.7 | HS4821| HS2391 NEWMAN NW BASE APPROX. 7.4 KM 1440839.4 | HS4821| HS2380 CROWS LANDING RM 1 17.678 METERS 24843 | HS4821| HS2383 CROWS LANDING RM 3 7.911 METERS 26735 | HS4821| HS2381 CROWS LANDING RM 2 18.701 METERS 34748 | HS4821|---------------------------------------------------------------------| HS4821 HS4821 SUPERSEDED SURVEY CONTROL HS4821 HS4821 NAD 83(1986)- 37 23 29.23405(N) 121 04 39.40884(W) AD(1984.00) 1 HS4821 NAD 27 - 37 23 29.46500(N) 121 04 35.65500(W) AD( ) 1 HS4821 NGVD 29 - 36.92 (m) 121.1 (f) RESET 3 HS4821 HS4821.Superseded values are not recommended for survey control. HS4821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS4821.See file dsdata.txt to determine how the superseded data were derived. HS4821 HS4821_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG7017440033(NAD 83) HS4821_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION HS4821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS4821 HS4821 HISTORY - Date Condition Report By HS4821 HISTORY - 1943 MONUMENTED CGS HS4821 HISTORY - 1952 SEE DESCRIPTION USGS HS4821 HISTORY - 1956 SEE DESCRIPTION CGS HS4821 HISTORY - 1958 SEE DESCRIPTION CGS HS4821 HISTORY - 1974 SEE DESCRIPTION CA-099 HS4821 HISTORY - 1975 SEE DESCRIPTION NGS HS4821 HS4821 STATION DESCRIPTION HS4821 HS4821'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS) HS4821'STATION IS ON THE W SIDE OF THE TOWN OF CROWS LANDING, 0.5 HS4821'MILE W OF THE RAILROAD DEPOT AND 75 METERS SW OF THE SW CORNER HS4821'OF THE HIGH SCHOOL. IT IS ON THE RIGHT-OF-WAY OF AN E-W HS4821'OILED ROAD, 35 FEET N OF THE CENTER LINE AND 8 FEET SW OF HS4821'A FENCE CORNER. THE MARK PROJECTS ABOUT 10 INCHES AND IS HS4821'STAMPED CROWS LANDING 1943. HS4821' HS4821'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2, AND THE AZIMUTH HS4821'MARK ARE BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES HS4821'1A, 7A, AND 11A. HS4821' HS4821'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN THE W END OF THE HS4821'SIDEWALK THAT EXTENDS FROM E TO W IN FRONT OF THE HIGH SCHOOL. HS4821'THE DISK IS STAMPED CROWS LANDING NO. 1, 1943. HS4821' HS4821'REFERENCE MARK NO. 2 IS 27 FEET S OF THE CENTER LINE OF THE HS4821'ROAD, ON THE ROAD RIGHT-OF-WAY. THE MARK PROJECTS 6 INCHES AND HS4821'IS STAMPED CROWS LANDING NO. 2 1943. HS4821' HS4821'THE AZIMUTH MARK IS 0.4 MILE SSE OF THE STATION AT A T-ROAD HS4821'INTERSECTION. IT IS 18 FEET N OF THE CENTER LINE OF AN E-W HS4821'PAVED ROAD AND 21 FEET W OF THE CENTER LINE OF A N-S ROAD HS4821'THAT LEADS TO A FARMHOUSE. THE MARK PROJECTS 7 INCHES AND HS4821'IS STAMPED CROWS LANDING 1943. HS4821' HS4821'NO WITNESS MARK WAS SET. HS4821' HS4821'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CROWS LANDING, HS4821'GO W FOR 0.5 MILE TO THE HIGH SCHOOL ON THE W SIDE OF TOWN. HS4821' HS4821'TO REACH THE AZIMUTH MARK FROM THE STATION, GO E FOR 0.3 MILE HS4821'TO STATE HIGHWAY 33. TURN RIGHT, S, FOR 0.2 MILE TO ROAD FORKS. HS4821'TURN RIGHT FOR 0.35 MILE TO THE AZIMUTH MARK ON THE N SIDE OF THE HS4821'ROAD. HS4821' HS4821'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS. HS4821 HS4821 STATION RECOVERY (1952) HS4821 HS4821'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952 HS4821'THE STATION MARK (LARGE BLOCK OF CONCRETE) WITH TABLET IS HS4821'SITTING LOOSE ON OR NEAR THE LOCATION. HS4821 HS4821 STATION RECOVERY (1956) HS4821 HS4821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (EB) HS4821'SURFACE STATION MARK HAS BEEN DESTROYED. IT IS ASSUMED THAT HS4821'THE SUBSURFACE MARK REMAINS IN PLACE, BUT IT WAS NOT UNCOVERED. HS4821'REFERENCE MARKS 1 AND 2 REMAIN IN PLACE. AZIMUTH MARK DESTROYED HS4821'BY FARMING OPERATIONS. BRASS CAP BEING FORWARDED UNDER HS4821'SEPARATE COVER. HS4821 HS4821 STATION RECOVERY (1958) HS4821 HS4821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CS) HS4821'R.M. 1 AND R.M. 2 WERE RECOVERED IN GOOD CONDITION AND AS HS4821'DESCRIBED. THE STATION WAS NOT RECOVERED ON THIS DATE. HS4821 HS4821 STATION RECOVERY (1974) HS4821 HS4821'RECOVERY NOTE BY STANISLAUS COUNTY CALIFORNIA 1974 (WGS) HS4821'CROWS LANDING NO 1 1943-DESTROYED DURING CONSTRUCTION HS4821' HS4821'CROWS LANDING 1943-SET IN MONUMENT WELL IN 1965 BY STANISLAUS HS4821'COUNTY HS4821' HS4821'R.M. NO 1 TIED OUT HORZ AND VERT PRIOR TO DESTROYING MON. HS4821' HS4821'CROWS LANDING TRI. STA. - SUBSURFACE MONUMENT IS IN MONUMENT HS4821'WELL-SURFACE MONUMENT NEEDS RESETTING. HS4821' HS4821'PLEASE FORWARD NEW R.M. FOR RESETTING HS4821 HS4821 STATION RECOVERY (1975) HS4821 HS4821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN) HS4821'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION BUT THE HS4821'SURFACE STATION MARK AND REFERENCE MARK 1 WERE FOUND TO HAVE HS4821'BEEN DESTROYED. THE UNDERGROUND STATION MARK WAS RECOVERED HS4821'IN GOOD CONDITION. THE POINT WAS HELD AND A NEW SURFACE HS4821'STATION MARK WAS SET IN THE SAME EXACT POSITION ON THIS DATE. HS4821'THE DISTANCE FROM THE STATION MARK TO REFERENCE MARK 2 MEASURED HS4821'ON THIS DATE WAS FOUND TO BE 0.108 M. LONGER THAN THE 1943 HS4821'MEASUREMENT. REFERENCE MARK 3 WAS ALSO SET ON THIS DATE. HS4821'A COMPLETE DESCRIPTION FOLLOWS-- HS4821' HS4821'THE STATION IS LOCATED AT THE WEST EDGE OF THE TOWN OF CROWS HS4821'LANDING, NEAR THE SOUTHWEST CORNER OF THE CROWS LANDING HS4821'ELEMENTARY SCHOOL GROUNDS, ON THE NORTH SIDE OF FINK ROAD, HS4821'AND 0.05 MILE WEST OF THE Y-JUNCTION OF FIFTH STREET. HS4821' HS4821'TO REACH THE STATION FROM THE POST OFFICE AT CROWS LANDING GO HS4821'SOUTHWEST ON FIFTH STREET 0.25 MILE TO AN INTERSECTION. CROSS HS4821'THE INTERSECTION AND GO WEST ON FINK ROAD 0.05 MILE TO THE HS4821'STATION SITE ON THE RIGHT. HS4821' HS4821'THE UNDERGROUND STATION MARK IS A C AND GS TRIANGULATION HS4821'STATION DISK STAMPED CROWS LANDING 1943 SET IN THE TOP OF A HS4821'LARGE BLOCK OF CONCRETE 2.7 FEET BELOW THE SURFACE OF THE GROUND. HS4821' HS4821'THE SURFACE STATION MARK IS AN NGS HORIZONTAL CONTROL DISK HS4821'STAMPED CROWS LANDING 1943 1975 SET IN THE TOP OF A 12-INCH HS4821'CONCRETE CYLINDER FLUSH WITH THE GROUND AND IS 48.5 FEET WEST HS4821'OF THE CENTER LINE OF A DRIVEWAY LEADING NORTH INTO THE SCHOOL HS4821'GROUNDS, 34.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, HS4821'13.6 FEET WEST-SOUTHWEST OF THE WEST END POST OF A CHAIN-LINK HS4821'FENCE, 9.8 FEET EAST OF THE CENTER LINE OF A DRIVEWAY TO A HS4821'HOUSE AT 501 FINK ROAD, AND ABOUT LEVEL WITH THE ROAD. HS4821' HS4821'REFERENCE MARK 2 IS A C AND GS REFERENCE MARK DISK STAMPED HS4821'CROWS LANDING NO 2 1943 SET IN THE TOP OF A 12-INCH-SQUARE HS4821'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND AND IS HS4821'26.9 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 12 FEET WEST HS4821'OF POWER POLE 3/27, 3 FEET NORTHEAST OF A 10-INCH WALNUT TREE, HS4821'1.3 FEET SOUTH OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN HS4821'THE ROAD. HS4821' HS4821'REFERENCE MARK 3 IS AN NGS REFERENCE MARK DISK STAMPED CROWS HS4821'LANDING 1943 NO 3 1975 EPOXIED IN A DRILL HOLE IN THE TOP OF A HS4821'5X7.5-FOOT CONCRETE BOX HOUSING GAS VALVES AND IS 30.2 FEET HS4821'NORTH OF THE CENTER LINE OF THE ROAD, 23.5 FEET WEST OF THE HS4821'CENTER LINE OF A DRIVEWAY LEADING NORTH INTO THE SCHOOL HS4821'GROUNDS, 8.8 FEET SOUTH OF A CHAIN-LINK FENCE, 1.2 FEET NORTH HS4821'OF THE SOUTHWEST CORNER OF THE CONCRETE BOX, 0.3 FOOT EAST HS4821'OF THE WEST SIDE OF THE CONCRETE BOX, AND ABOUT LEVEL WITH HS4821'THE ROAD. HS4821' HS4821'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CROWS HS4821'LANDING 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2383 *********************************************************************** HS2383 DESIGNATION - CROWS LANDING RM 3 HS2383 PID - HS2383 HS2383 STATE/COUNTY- CA/STANISLAUS HS2383 USGS QUAD - CROWS LANDING (1980) HS2383 HS2383 *CURRENT SURVEY CONTROL HS2383 ___________________________________________________________________ HS2383* NAD 83(1986)- 37 23 27. (N) 121 04 38. (W) SCALED HS2383* NAVD 88 - 37.66 (+/-2cm) 123.6 (feet) VERTCON HS2383 ___________________________________________________________________ HS2383 GEOID HEIGHT- -32.59 (meters) GEOID99 HS2383 HS2383 VERT ORDER - THIRD (See Below) HS2383 HS2383.The horizontal coordinates were scaled from a topographic map and have HS2383.an estimated accuracy of +/- 6 seconds. HS2383 HS2383.The NAVD 88 height was computed by applying the VERTCON shift value to HS2383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2383.The vertical order pertains to the superseded datum. HS2383 HS2383.The geoid height was determined by GEOID99. HS2383 HS2383; North East Units Estimated Accuracy HS2383;SPC CA 3 - 599,020. 1,948,890. MT (+/- 180 meters Scaled) HS2383 HS2383 SUPERSEDED SURVEY CONTROL HS2383 HS2383 NGVD 29 - 36.91 (m) 121.1 (f) RESET 3 HS2383 HS2383.Superseded values are not recommended for survey control. HS2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2383.See file dsdata.txt to determine how the superseded data were derived. HS2383 HS2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG702399(NAD 83) HS2383_MARKER: DR = REFERENCE MARK DISK HS2383_SETTING: 30 = CONCRETE BOX HS2383_STAMPING: CROWS LANDING 1943 NO 3 1975 HS2383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS2383 HS2383 HISTORY - Date Condition Report By HS2383 HISTORY - 1975 MONUMENTED NGS HS2383 HS2383 STATION DESCRIPTION HS2383 HS2383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 HS2383'AT CROWS LANDING. HS2383'AT CROWS LANDING, ALONG FINK ROAD, 0.05 MILE WEST OF THE HS2383'Y-JUNCTION OF FIFTH STREET, SET IN THE TOP OF A 5X7.5-FOOT HS2383'CONCRETE BOX HOUSING GAS VALVES, 30.2 FEET NORTH OF THE CENTER HS2383'LINE OF THE ROAD, 26.0 FEET EAST OF THE TRIANGULATION STATION HS2383'CROWS LANDING 1943 1975, 23.5 FEET WEST OF THE CENTER LINE OF A HS2383'DRIVEWAY LEADING NORTH INTO THE CROWS LANDING ELEMENTARY SCHOOL HS2383'GROUNDS, 8.8 FEET SOUTH OF A CHAIN-LINK FENCE, 1.2 FEET NORTH HS2383'OF THE SOUTHWEST CORNER OF THE CONCRETE BOX, 0.3 FOOT EAST OF HS2383'THE WEST SIDE OF THE CONCRETE BOX, AND ABOUT LEVEL WITH THE HS2383'ROAD. SECTION 27, T6S, R8E. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2460 *********************************************************************** HS2460 DESIGNATION - D 1131 HS2460 PID - HS2460 HS2460 STATE/COUNTY- CA/STANISLAUS HS2460 USGS QUAD - PATTERSON (1978) HS2460 HS2460 *CURRENT SURVEY CONTROL HS2460 ___________________________________________________________________ HS2460* NAD 83(1986)- 37 27 25. (N) 121 08 26. (W) SCALED HS2460* NAVD 88 - 42.41 (+/-2cm) 139.1 (feet) VERTCON HS2460 ___________________________________________________________________ HS2460 GEOID HEIGHT- -32.44 (meters) GEOID99 HS2460 HS2460 VERT ORDER - FIRST CLASS II (See Below) HS2460 HS2460.The horizontal coordinates were scaled from a topographic map and have HS2460.an estimated accuracy of +/- 6 seconds. HS2460 HS2460.The NAVD 88 height was computed by applying the VERTCON shift value to HS2460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2460.The vertical order pertains to the superseded datum. HS2460 HS2460.The geoid height was determined by GEOID99. HS2460 HS2460; North East Units Estimated Accuracy HS2460;SPC CA 3 - 606,400. 1,943,330. MT (+/- 180 meters Scaled) HS2460 HS2460 SUPERSEDED SURVEY CONTROL HS2460 HS2460 NGVD 29 - 41.661 (m) 136.68 (f) ADJ UNCH 1 2 HS2460 HS2460.Superseded values are not recommended for survey control. HS2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2460.See file dsdata.txt to determine how the superseded data were derived. HS2460 HS2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG644471(NAD 83) HS2460_MARKER: DB = BENCH MARK DISK HS2460_SETTING: 30 = VALVE BOX HS2460_STAMPING: D 1131 1961 HS2460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS2460 HS2460 HISTORY - Date Condition Report By HS2460 HISTORY - 1961 MONUMENTED CGS HS2460 HISTORY - 1964 GOOD NGS HS2460 HISTORY - 20021118 MARK NOT FOUND CONDOR HS2460 HS2460 STATION DESCRIPTION HS2460 HS2460'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 HS2460'2.1 MI S FROM PATTERSON. HS2460'0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM HS2460'THE STATION AT PATTERSON, THENCE 1.0 MILE WEST ALONG SPERRY HS2460'AVENUE, THENCE 0.5 MILE SOUTH ALONG WARD AVENUE, 44 FEET NORTHEAST HS2460'OF THE CENTER OF THE JUNCTION OF BORTCH AVENUE, IN THE TOP OF HS2460'THE NORTHWEST CORNER OF A 4- BY-4-FOOT CONCRETE IRRIGATION VALVE HS2460'BOX, 28 FEET EAST OF THE CENTER LINE OF WARD AVENUE, 32 FEET HS2460'NORTH OF THE CENTER LINE OF BORTCH AVENUE, AND ABOUT 1 1/2 HS2460'FEET HIGHER THAN THE ROAD. HS2460 HS2460 STATION RECOVERY (1964) HS2460 HS2460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 HS2460'RECOVERED IN GOOD CONDITION. HS2460 HS2460 STATION RECOVERY (2002) HS2460 HS2460'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) HS2460'BARTCH AND WARD, IRRIGATION BOX HAS BEEN REBUILT 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0246 *********************************************************************** HS0246 DESIGNATION - D 675 RESET HS0246 PID - HS0246 HS0246 STATE/COUNTY- CA/STANISLAUS HS0246 USGS QUAD - BRUSH LAKE (1976) HS0246 HS0246 *CURRENT SURVEY CONTROL HS0246 ___________________________________________________________________ HS0246* NAD 83(1986)- 37 36 49. (N) 121 02 33. (W) SCALED HS0246* NAVD 88 - 20.49 (+/-2cm) 67.2 (feet) VERTCON HS0246 ___________________________________________________________________ HS0246 GEOID HEIGHT- -32.13 (meters) GEOID99 HS0246 HS0246 VERT ORDER - THIRD (See Below) HS0246 HS0246.The horizontal coordinates were scaled from a topographic map and have HS0246.an estimated accuracy of +/- 6 seconds. HS0246 HS0246.The NAVD 88 height was computed by applying the VERTCON shift value to HS0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0246.The vertical order pertains to the superseded datum. HS0246 HS0246.The geoid height was determined by GEOID99. HS0246 HS0246; North East Units Estimated Accuracy HS0246;SPC CA 3 - 623,730. 1,952,110. MT (+/- 180 meters Scaled) HS0246 HS0246 SUPERSEDED SURVEY CONTROL HS0246 HS0246 NGVD 29 - 19.76 (m) 64.8 (f) RESET 3 HS0246 HS0246.Superseded values are not recommended for survey control. HS0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0246.See file dsdata.txt to determine how the superseded data were derived. HS0246 HS0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG727647(NAD 83) HS0246_MARKER: DB = BENCH MARK DISK HS0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0246_STAMPING: D 675 1942 RESET 1948 HS0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0246+STABILITY: SURFACE MOTION HS0246 HS0246 HISTORY - Date Condition Report By HS0246 HISTORY - 1948 MONUMENTED LOCENG HS0246 HISTORY - 1948 GOOD NGS HS0246 HISTORY - 1987 MARK NOT FOUND USPSQD HS0246 HISTORY - 1987 MARK NOT FOUND NGS HS0246 HS0246 STATION DESCRIPTION HS0246 HS0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 HS0246'3 MI W FROM MODESTO. HS0246'ABOUT 3 MILES WEST ALONG PARADISE ROAD FROM THE RAILROAD STATION HS0246'AT MODESTO, STANISLAUS COUNTY, 395.67 FEET WEST ALONG THE NORTH HS0246'PROPERTY LINE OF PARADISE ROAD FROM THE INTERSECTION OF THE WEST HS0246'PROPERTY LINE OF GRIMES AVENUE, AND 20 FEET NORTH OF THE CENTERLINE HS0246'OF THE ROAD. A STANDARD DISK, STAMPED D 675 1942 RESET 1948 HS0246'AND SET IN THE TOP OF A CONCRETE POST. HS0246 HS0246 STATION RECOVERY (1987) HS0246 HS0246'RECOVERY NOTE BY US POWER SQUADRON 1987 (AJM) HS0246'MARK NOT FOUND. HS0246 HS0246 STATION RECOVERY (1987) HS0246 HS0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 HS0246'NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2254 *********************************************************************** HS2254 DESIGNATION - E 959 RESET 1974 HS2254 PID - HS2254 HS2254 STATE/COUNTY- CA/STANISLAUS HS2254 USGS QUAD - FARMINGTON (1987) HS2254 HS2254 *CURRENT SURVEY CONTROL HS2254 ___________________________________________________________________ HS2254* NAD 83(1986)- 37 56 40. (N) 120 54 34. (W) SCALED HS2254* NAVD 88 - 54.94 (+/-2cm) 180.2 (feet) VERTCON HS2254 ___________________________________________________________________ HS2254 GEOID HEIGHT- -31.04 (meters) GEOID99 HS2254 HS2254 VERT ORDER - THIRD (See Below) HS2254 HS2254.The horizontal coordinates were scaled from a topographic map and have HS2254.an estimated accuracy of +/- 6 seconds. HS2254 HS2254.The NAVD 88 height was computed by applying the VERTCON shift value to HS2254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2254.The vertical order pertains to the superseded datum. HS2254 HS2254.The geoid height was determined by GEOID99. HS2254 HS2254; North East Units Estimated Accuracy HS2254;SPC CA 3 - 660,390. 1,964,010. MT (+/- 180 meters Scaled) HS2254 HS2254 SUPERSEDED SURVEY CONTROL HS2254 HS2254 NGVD 29 - 54.21 (m) 177.9 (f) RESET 3 HS2254 HS2254.Superseded values are not recommended for survey control. HS2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2254.See file dsdata.txt to determine how the superseded data were derived. HS2254 HS2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH836017(NAD 83) HS2254_MARKER: DB = BENCH MARK DISK HS2254_SETTING: 36 = BRIDGE HS2254_STAMPING: E 959 RESET 1974 HS2254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS2254 HS2254 HISTORY - Date Condition Report By HS2254 HISTORY - 1974 MONUMENTED CADH HS2254 HISTORY - 1985 GOOD USPSQD HS2254 HS2254 STATION DESCRIPTION HS2254 HS2254'DESCRIBED BY CA DIV OF HIGHWAYS 1974 HS2254'6 MI E FROM FARMINGTON. HS2254'6.0 MILES EAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AT HS2254'FARMINGTON, IN THE SOUTH EDGE OF NEW BRIDGE OVER DUCK CREEK, 15.5 HS2254'FEET SOUTH OF THE HIGHWAY 4 CENTERLINE, 1.2 FEET EAST OF THE WEST HS2254'END OF THE BRIDGE, 0.3 FOOT FROM THE SOUTH EDGE OF THE BRIDGE, HS2254'ABOUT LEVEL WITH THE ROADWAY. HS2254 HS2254 STATION RECOVERY (1985) HS2254 HS2254'RECOVERY NOTE BY US POWER SQUADRON 1985 HS2254'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5451 *********************************************************************** HS5451 DESIGNATION - F 717 RESET HS5451 PID - HS5451 HS5451 STATE/COUNTY- CA/STANISLAUS HS5451 USGS QUAD - DENAIR (1987) HS5451 HS5451 *CURRENT SURVEY CONTROL HS5451 ___________________________________________________________________ HS5451* NAD 83(1986)- 37 33 02. (N) 120 49 19. (W) SCALED HS5451* NAVD 88 - 40.52 (+/-2cm) 132.9 (feet) VERTCON HS5451 ___________________________________________________________________ HS5451 GEOID HEIGHT- -31.83 (meters) GEOID99 HS5451 HS5451 VERT ORDER - THIRD (See Below) HS5451 HS5451.The horizontal coordinates were scaled from a topographic map and have HS5451.an estimated accuracy of +/- 6 seconds. HS5451 HS5451.The NAVD 88 height was computed by applying the VERTCON shift value to HS5451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS5451.The vertical order pertains to the superseded datum. HS5451 HS5451.The geoid height was determined by GEOID99. HS5451 HS5451; North East Units Estimated Accuracy HS5451;SPC CA 3 - 616,640. 1,971,550. MT (+/- 180 meters Scaled) HS5451 HS5451 SUPERSEDED SURVEY CONTROL HS5451 HS5451 NGVD 29 - 39.80 (m) 130.6 (f) RESET 3 HS5451 HS5451.Superseded values are not recommended for survey control. HS5451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5451.See file dsdata.txt to determine how the superseded data were derived. HS5451 HS5451_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG924581(NAD 83) HS5451_MARKER: DV = VERTICAL CONTROL DISK HS5451_SETTING: 35 = TRANSMISSION TOWER BASE HS5451_STAMPING: F 717 RESET 1985 HS5451_MARK LOGO: NGS HS5451_MAGNETIC: N = NO MAGNETIC MATERIAL HS5451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS5451+STABILITY: SURFACE MOTION HS5451 HS5451 HISTORY - Date Condition Report By HS5451 HISTORY - 1985 MONUMENTED CA-099 HS5451 HS5451 STATION DESCRIPTION HS5451 HS5451'DESCRIBED BY STANISLAUS COUNTY CALIFORNIA 1985 HS5451'4.85 MILES (7.81 KM) EAST ALONG KEYES ROAD FROM THE INTERSECTION OF HS5451'US HIGHWAY 99 AT KEYES, IN T4S R10E S36 MDM. CAP SET IN CENTER OF HS5451'CONCRETE BASE OF TRANSMISSION TOWER, 150 FEET (45.7 M) WEST OF THE HS5451'CENTERLINE OF SANTA FE AVENUE, 19 FEET (5.8 M) SOUTH OF THE HS5451'CENTERLINE OF KEYES ROAD, 0.5 FOOT (15.2 CM) ABOVE KEYES ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4356 *********************************************************************** AA4356 DESIGNATION - F 959 RESET AA4356 PID - AA4356 AA4356 STATE/COUNTY- CA/STANISLAUS AA4356 USGS QUAD - FARMINGTON (1987) AA4356 AA4356 *CURRENT SURVEY CONTROL AA4356 ___________________________________________________________________ AA4356* NAD 83(1986)- 37 56 41. (N) 120 53 45. (W) SCALED AA4356* NAVD 88 - 52.58 (+/-2cm) 172.5 (feet) VERTCON AA4356 ___________________________________________________________________ AA4356 GEOID HEIGHT- -31.00 (meters) GEOID99 AA4356 AA4356 VERT ORDER - THIRD (See Below) AA4356 AA4356.The horizontal coordinates were scaled from a topographic map and have AA4356.an estimated accuracy of +/- 6 seconds. AA4356 AA4356.The NAVD 88 height was computed by applying the VERTCON shift value to AA4356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4356.The vertical order pertains to the superseded datum. AA4356 AA4356.The geoid height was determined by GEOID99. AA4356 AA4356; North East Units Estimated Accuracy AA4356;SPC CA 3 - 660,410. 1,965,210. MT (+/- 180 meters Scaled) AA4356 AA4356 SUPERSEDED SURVEY CONTROL AA4356 AA4356 NGVD 29 - 51.86 (m) 170.1 (f) RESET 3 AA4356 AA4356.Superseded values are not recommended for survey control. AA4356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4356.See file dsdata.txt to determine how the superseded data were derived. AA4356 AA4356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH848017(NAD 83) AA4356_MARKER: DV = VERTICAL CONTROL DISK AA4356_SETTING: 36 = BRIDGE GUARDRAIL AA4356_STAMPING: F 959 RESET 1977 AA4356_MARK LOGO: NGS AA4356_MAGNETIC: N = NO MAGNETIC MATERIAL AA4356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA4356 AA4356 HISTORY - Date Condition Report By AA4356 HISTORY - 1977 MONUMENTED CADT AA4356 AA4356 STATION DESCRIPTION AA4356 AA4356'DESCRIBED BY CALTRANS 1977 AA4356'6.75 MILES (10.86 KM) EAST ALONG STATE HIGHWAY 4 FROM THE POST OFFICE AA4356'IN FARMINGTON, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE AA4356'GUARDRAIL OF BRIDGE 38-40 OVER ROCK CREEK, 11.0 FEET (3.4 M) SOUTH OF AA4356'THE CENTERLINE OF THE HIGHWAY AND 1.2 FEET (0.4 M) EAST OF THE WEST AA4356'END OF THE GUARDRAIL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2552 *********************************************************************** HS2552 DESIGNATION - G 1125 RESET 1972 HS2552 PID - HS2552 HS2552 STATE/COUNTY- CA/STANISLAUS HS2552 USGS QUAD - COPPER MTN (1978) HS2552 HS2552 *CURRENT SURVEY CONTROL HS2552 ___________________________________________________________________ HS2552* NAD 83(1986)- 37 26 21. (N) 121 18 37. (W) SCALED HS2552* NAVD 88 - 230.65 (+/-2cm) 756.7 (feet) VERTCON HS2552 ___________________________________________________________________ HS2552 GEOID HEIGHT- -31.79 (meters) GEOID99 HS2552 HS2552 VERT ORDER - THIRD (See Below) HS2552 HS2552.The horizontal coordinates were scaled from a topographic map and have HS2552.an estimated accuracy of +/- 6 seconds. HS2552 HS2552.The NAVD 88 height was computed by applying the VERTCON shift value to HS2552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2552.The vertical order pertains to the superseded datum. HS2552 HS2552.The geoid height was determined by GEOID99. HS2552 HS2552; North East Units Estimated Accuracy HS2552;SPC CA 3 - 604,540. 1,928,300. MT (+/- 180 meters Scaled) HS2552 HS2552 SUPERSEDED SURVEY CONTROL HS2552 HS2552 NGVD 29 - 229.83 (m) 754.0 (f) RESET 3 HS2552 HS2552.Superseded values are not recommended for survey control. HS2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2552.See file dsdata.txt to determine how the superseded data were derived. HS2552 HS2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG494449(NAD 83) HS2552_MARKER: DB = BENCH MARK DISK HS2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS2552_STAMPING: G 1125 RESET 1972 HS2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS2552+STABILITY: SURFACE MOTION HS2552 HS2552 HISTORY - Date Condition Report By HS2552 HISTORY - 1972 MONUMENTED CA-099 HS2552 HISTORY - 1972 GOOD NGS HS2552 HS2552 STATION DESCRIPTION HS2552 HS2552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS2552'14.7 MI W FROM PATTERSON. HS2552'0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS2552'FROM THE STATION AT PATTERSON, THENCE 3.05 MILES WEST ALONG HS2552'SPERRY AVENUE, THENCE 11.05 MILES WEST ALONG DEL PUERTO CANYON HS2552'ROAD, 0.15 MILE SOUTHWEST OF A POINT WHERE A ROAD CROSSES OVER HS2552'THE NORTH FORK OF DEL PUERTO CREEK, 15 FEET SOUTHEAST OF THE HS2552'CENTER LINE OF THE ROAD, 1.5 FEET SOUTHEAST OF A METAL WITNESS HS2552'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES HS2552'ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0719 *********************************************************************** HS0719 DESIGNATION - G 1129 RESET 1970 HS0719 PID - HS0719 HS0719 STATE/COUNTY- CA/STANISLAUS HS0719 USGS QUAD - WESTLEY (1991) HS0719 HS0719 *CURRENT SURVEY CONTROL HS0719 ___________________________________________________________________ HS0719* NAD 83(1986)- 37 32 30. (N) 121 12 06. (W) SCALED HS0719* NAVD 88 - 30.05 (+/-2cm) 98.6 (feet) VERTCON HS0719 ___________________________________________________________________ HS0719 GEOID HEIGHT- -32.32 (meters) GEOID99 HS0719 HS0719 VERT ORDER - THIRD (See Below) HS0719 HS0719.The horizontal coordinates were scaled from a topographic map and have HS0719.an estimated accuracy of +/- 6 seconds. HS0719 HS0719.The NAVD 88 height was computed by applying the VERTCON shift value to HS0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0719.The vertical order pertains to the superseded datum. HS0719 HS0719.The geoid height was determined by GEOID99. HS0719 HS0719; North East Units Estimated Accuracy HS0719;SPC CA 3 - 615,840. 1,937,990. MT (+/- 180 meters Scaled) HS0719 HS0719 SUPERSEDED SURVEY CONTROL HS0719 HS0719 NGVD 29 - 29.30 (m) 96.1 (f) RESET 3 HS0719 HS0719.Superseded values are not recommended for survey control. HS0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0719.See file dsdata.txt to determine how the superseded data were derived. HS0719 HS0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG588564(NAD 83) HS0719_MARKER: DB = BENCH MARK DISK HS0719_SETTING: 30 = SIDEWALK HS0719_STAMPING: G 1129 RESET 1970 HS0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS0719 HS0719 HISTORY - Date Condition Report By HS0719 HISTORY - 1970 MONUMENTED CADPW HS0719 HISTORY - 1970 GOOD NGS HS0719 HS0719 STATION DESCRIPTION HS0719 HS0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 HS0719'0.2 MI SE FROM WESTLEY. HS0719'0.25 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE HS0719'STATION AT WESTLEY, THENCE 0.45 MILE SOUTHWEST ALONG HOWARD ROAD. HS0719'0.2 MILE SOUTHWEST OF GRAYSON SCHOOL, AT THE NORTHWEST CORNER OF HS0719'THE INTERSECTION OF HOWARD ROAD AND LIVINGSTON CIRCLE, ON THE HS0719'NORTHWEST EDGE OF THE SIDEWALK, 40 FT. NORTHWEST OF THE CENTERLINE HS0719'OF HOWARD ROAD, 50 FT. SOUTHWEST OF THE CENTER LINE OF LIVINGSTON HS0719'CIRCLE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5464 *********************************************************************** HS5464 DESIGNATION - G 955 RESET HS5464 PID - HS5464 HS5464 STATE/COUNTY- CA/STANISLAUS HS5464 USGS QUAD - SALIDA (1987) HS5464 HS5464 *CURRENT SURVEY CONTROL HS5464 ___________________________________________________________________ HS5464* NAD 83(1986)- 37 42 39. (N) 121 00 30. (W) SCALED HS5464* NAVD 88 - 29.50 (meters) 96.8 (feet) RESET HS5464 ___________________________________________________________________ HS5464 GEOID HEIGHT- -31.89 (meters) GEOID99 HS5464 HS5464 VERT ORDER - THIRD HS5464 HS5464.The horizontal coordinates were scaled from a topographic map and have HS5464.an estimated accuracy of +/- 6 seconds. HS5464 HS5464.The orthometric height was computed from unverified reset data. HS5464.No vertical observational check was made to the station. HS5464 HS5464.The geoid height was determined by GEOID99. HS5464 HS5464; North East Units Estimated Accuracy HS5464;SPC CA 3 - 634,500. 1,955,180. MT (+/- 180 meters Scaled) HS5464 HS5464 SUPERSEDED SURVEY CONTROL HS5464 HS5464 NGVD 29 - 28.78 (m) 94.4 (f) RESET 3 HS5464 HS5464.Superseded values are not recommended for survey control. HS5464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5464.See file dsdata.txt to determine how the superseded data were derived. HS5464 HS5464_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG755755(NAD 83) HS5464_MARKER: DV = VERTICAL CONTROL DISK HS5464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS5464_STAMPING: G 955 RESET 1989 HS5464_MARK LOGO: NGS HS5464_MAGNETIC: N = NO MAGNETIC MATERIAL HS5464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS5464+STABILITY: SURFACE MOTION HS5464 HS5464 HISTORY - Date Condition Report By HS5464 HISTORY - 1989 MONUMENTED CADT HS5464 HS5464 STATION DESCRIPTION HS5464 HS5464'DESCRIBED BY CALTRANS 1989 HS5464'4.2 MILES (6.8 KM) EAST ALONG THE SALIDA-OAKDALE HIGHWAY FROM THE HS5464'SOUTHERN PACIFIC COMPANY RAILROAD STATION IN SALIDA, 0.7 MILES HS5464'(1.1 KM) WEST OF ORIGINAL BENCH MARK, 1340 FEET (408.4 M) WEST OF A HS5464'RAILROAD CROSSING, 23.9 FEET (7.3 M) NORTH OF THE CENTERLINE OF THE HS5464'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, 31.7 FEET (9.7 M) EAST OF A HS5464'DRAIN INLET COVER, AND 2.0 FEET (0.6 M) WEST OF A JOINT USE POLE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2590 *********************************************************************** HS2590 DESIGNATION - G 997 RESET 1967 HS2590 PID - HS2590 HS2590 STATE/COUNTY- CA/STANISLAUS HS2590 USGS QUAD - CROWS LANDING (1980) HS2590 HS2590 *CURRENT SURVEY CONTROL HS2590 ___________________________________________________________________ HS2590* NAD 83(1986)- 37 23 10. (N) 121 00 06. (W) SCALED HS2590* NAVD 88 - 20.61 (+/-2cm) 67.6 (feet) VERTCON HS2590 ___________________________________________________________________ HS2590 GEOID HEIGHT- -32.57 (meters) GEOID99 HS2590 HS2590 VERT ORDER - THIRD (See Below) HS2590 HS2590.The horizontal coordinates were scaled from a topographic map and have HS2590.an estimated accuracy of +/- 6 seconds. HS2590 HS2590.The NAVD 88 height was computed by applying the VERTCON shift value to HS2590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2590.The vertical order pertains to the superseded datum. HS2590 HS2590.The geoid height was determined by GEOID99. HS2590 HS2590; North East Units Estimated Accuracy HS2590;SPC CA 3 - 598,460. 1,955,580. MT (+/- 180 meters Scaled) HS2590 HS2590 SUPERSEDED SURVEY CONTROL HS2590 HS2590 NGVD 29 - 19.88 (m) 65.2 (f) RESET 3 HS2590 HS2590.Superseded values are not recommended for survey control. HS2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2590.See file dsdata.txt to determine how the superseded data were derived. HS2590 HS2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG769395(NAD 83) HS2590_MARKER: DB = BENCH MARK DISK HS2590_SETTING: 30 = CULVERT HS2590_STAMPING: G 997 RESET 1967 HS2590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS2590 HS2590 HISTORY - Date Condition Report By HS2590 HISTORY - 1967 MONUMENTED LOCENG HS2590 HS2590 STATION DESCRIPTION HS2590 HS2590'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 HS2590'6 MI E FROM CROWS LANDING. HS2590'3.6 MILES NORTHEAST ALONG THE CROWS LANDING ROAD FROM THE HS2590'JUNCTION OF STATE HIGHWAY 33 AT CROWS LANDING, THENCE 2.45 HS2590'MILES SOUTHEAST ALONG RIVER ROAD, 613 FEET NORTHWEST OF THE HS2590'CENTER LINE OF VILLA MANUCHA ROAD, IN THE TOP OF THE SOUTHEAST HS2590'CORNER OF AN L SHAPED HEADWALL OF A 36 INCH PIPE CULVERT, 26.4 HS2590'FEET SOUTHWEST OF THE CENTER LINE OF RIVER ROAD AND ABOUT 0.5 HS2590'FOOT BELOW THE CENTER OF THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2358 *********************************************************************** HS2358 DESIGNATION - H 793 HS2358 PID - HS2358 HS2358 STATE/COUNTY- CA/STANISLAUS HS2358 USGS QUAD - PATTERSON (1978) HS2358 HS2358 *CURRENT SURVEY CONTROL HS2358 ___________________________________________________________________ HS2358* NAD 83(1986)- 37 28 18. (N) 121 07 42. (W) SCALED HS2358* NAVD 88 - 30.31 (+/-2cm) 99.4 (feet) VERTCON HS2358 ___________________________________________________________________ HS2358 GEOID HEIGHT- -32.44 (meters) GEOID99 HS2358 HS2358 VERT ORDER - FIRST CLASS II (See Below) HS2358 HS2358.The horizontal coordinates were scaled from a topographic map and have HS2358.an estimated accuracy of +/- 6 seconds. HS2358 HS2358.The NAVD 88 height was computed by applying the VERTCON shift value to HS2358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2358.The vertical order pertains to the superseded datum. HS2358 HS2358.The geoid height was determined by GEOID99. HS2358 HS2358; North East Units Estimated Accuracy HS2358;SPC CA 3 - 608,020. 1,944,420. MT (+/- 180 meters Scaled) HS2358 HS2358 SUPERSEDED SURVEY CONTROL HS2358 HS2358 NGVD 29 - 29.56 (m) 97.0 (f) COMPUTED 1 2 HS2358 HS2358.Superseded values are not recommended for survey control. HS2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2358.See file dsdata.txt to determine how the superseded data were derived. HS2358 HS2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG655488(NAD 83) HS2358_MARKER: DB = BENCH MARK DISK HS2358_SETTING: 36 = BRIDGE HS2358_STAMPING: H 793 1947 HS2358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS2358 HS2358 HISTORY - Date Condition Report By HS2358 HISTORY - 1947 MONUMENTED CGS HS2358 HISTORY - 20021118 MARK NOT FOUND CONDOR HS2358 HS2358 STATION DESCRIPTION HS2358 HS2358'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 HS2358'AT PATTERSON. HS2358'AT THE SOUTHERN PACIFIC RAILROAD STATION, 95 FEET SOUTHWEST OF HS2358'THE SOUTHWEST CORNER OF THE STATION, 45 FEET SOUTHEAST OF THE HS2358'CENTER LINE OF A NORTHEAST-SOUTHWEST STREET, 20 FEET NORTHEAST HS2358'OF THE CENTER LINE OF STATE HIGHWAY NO. 33, SET IN THE TOP AND HS2358'0.8 FOOT NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL OF A HS2358'CONCRETE BRIDGE. HS2358 HS2358 STATION RECOVERY (2002) HS2358 HS2358'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) HS2358'AREA HAS UNDER GONE COMMERCIAL AND RESIDENTIAL DEVELOPMENT. IRRIGATION HS2358'DITCH HAS BEEN FILLED IN 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2360 *********************************************************************** HS2360 DESIGNATION - H 793 RSET 1961 HS2360 PID - HS2360 HS2360 STATE/COUNTY- CA/STANISLAUS HS2360 USGS QUAD - PATTERSON (1978) HS2360 HS2360 *CURRENT SURVEY CONTROL HS2360 ___________________________________________________________________ HS2360* NAD 83(1986)- 37 28 18. (N) 121 07 42. (W) SCALED HS2360* NAVD 88 - 30.00 (+/-2cm) 98.4 (feet) VERTCON HS2360 ___________________________________________________________________ HS2360 GEOID HEIGHT- -32.44 (meters) GEOID99 HS2360 HS2360 VERT ORDER - THIRD (See Below) HS2360 HS2360.The horizontal coordinates were scaled from a topographic map and have HS2360.an estimated accuracy of +/- 6 seconds. HS2360 HS2360.The NAVD 88 height was computed by applying the VERTCON shift value to HS2360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2360.The vertical order pertains to the superseded datum. HS2360 HS2360.The geoid height was determined by GEOID99. HS2360 HS2360; North East Units Estimated Accuracy HS2360;SPC CA 3 - 608,020. 1,944,420. MT (+/- 180 meters Scaled) HS2360 HS2360 SUPERSEDED SURVEY CONTROL HS2360 HS2360 NGVD 29 - 29.25 (m) 96.0 (f) RESET 3 HS2360 HS2360.Superseded values are not recommended for survey control. HS2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2360.See file dsdata.txt to determine how the superseded data were derived. HS2360 HS2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG655488(NAD 83) HS2360_MARKER: DD = SURVEY DISK HS2360_SETTING: 30 = CULVERT HS2360_STAMPING: H 793 RESET 1961 HS2360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS2360 HS2360 HISTORY - Date Condition Report By HS2360 HISTORY - 1961 MONUMENTED CADH HS2360 HISTORY - 1965 GOOD NGS HS2360 HISTORY - 20021118 MARK NOT FOUND CONDOR HS2360 HS2360 STATION DESCRIPTION HS2360 HS2360'DESCRIBED BY CA DIV OF HIGHWAYS 1961 HS2360'AT PATTERSON. HS2360'AT PATTERSON, NEAR THE SOUTHERN PACIFIC COMPANY RAILROAD STATION, HS2360'AT THE INTERSECTION OF STATE HIGHWAY 33 AND LAS PALMAS AVENUE, HS2360'AND SET IN THE HEADWALL OF A CULVERT AT THE SOUTHEAST CORNER. HS2360 HS2360 STATION RECOVERY (1965) HS2360 HS2360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 HS2360'RECOVERED IN GOOD CONDITION. HS2360 HS2360 STATION RECOVERY (2002) HS2360 HS2360'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) HS2360'AREA REDEVELOPED- CULVERT REPLACED WITH DROP INLET 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5463 *********************************************************************** HS5463 DESIGNATION - J 120 RESET HS5463 PID - HS5463 HS5463 STATE/COUNTY- CA/STANISLAUS HS5463 USGS QUAD - SALIDA (1987) HS5463 HS5463 *CURRENT SURVEY CONTROL HS5463 ___________________________________________________________________ HS5463* NAD 83(1986)- 37 42 39. (N) 121 03 03. (W) SCALED HS5463* NAVD 88 - 26.64 (meters) 87.4 (feet) RESET HS5463 ___________________________________________________________________ HS5463 GEOID HEIGHT- -31.97 (meters) GEOID99 HS5463 HS5463 VERT ORDER - THIRD HS5463 HS5463.The horizontal coordinates were scaled from a topographic map and have HS5463.an estimated accuracy of +/- 6 seconds. HS5463 HS5463.The orthometric height was computed from unverified reset data. HS5463.No vertical observational check was made to the station. HS5463 HS5463.The geoid height was determined by GEOID99. HS5463 HS5463; North East Units Estimated Accuracy HS5463;SPC CA 3 - 634,520. 1,951,430. MT (+/- 180 meters Scaled) HS5463 HS5463 SUPERSEDED SURVEY CONTROL HS5463 HS5463 NGVD 29 - 25.93 (m) 85.1 (f) RESET 3 HS5463 HS5463.Superseded values are not recommended for survey control. HS5463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5463.See file dsdata.txt to determine how the superseded data were derived. HS5463 HS5463_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG718755(NAD 83) HS5463_MARKER: DV = VERTICAL CONTROL DISK HS5463_SETTING: 35 = LIGHT POLE BASE HS5463_STAMPING: J 120 RESET 1989 HS5463_MARK LOGO: NGS HS5463_MAGNETIC: N = NO MAGNETIC MATERIAL HS5463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS5463+STABILITY: SURFACE MOTION HS5463 HS5463 HISTORY - Date Condition Report By HS5463 HISTORY - 1989 MONUMENTED CADT HS5463 HS5463 STATION DESCRIPTION HS5463 HS5463'DESCRIBED BY CALTRANS 1989 HS5463'1.9 MILES (3.1 KM) ALONG THE SALIDA-OAKDALE HIGHWAY FROM THE HS5463'INTERSECTION OF STATE ROUTE 99 HIGHWAY IN SALIDA, 18.1 FEET (5.5 M) HS5463'SOUTH OF A JOINT POLE, 38.3 FEET (11.7 M) EAST OF THE CENTERLINE OF HS5463'DALE ROAD, 52.5 FEET (16.0 M) SOUTH OF THE CENTERLINE OF THE HS5463'SALIDA-OAKDALE HIGHWAY MONUMENT, 0.9 FEET (27.4 CM) SOUTHEAST OF THE HS5463'POLE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5444 *********************************************************************** HS5444 DESIGNATION - L 717 RESET HS5444 PID - HS5444 HS5444 STATE/COUNTY- CA/STANISLAUS HS5444 USGS QUAD - MONTPELIER (1987) HS5444 HS5444 *CURRENT SURVEY CONTROL HS5444 ___________________________________________________________________ HS5444* NAD 83(1986)- 37 33 03. (N) 120 43 51. (W) SCALED HS5444* NAVD 88 - 53.83 (+/-2cm) 176.6 (feet) VERTCON HS5444 ___________________________________________________________________ HS5444 GEOID HEIGHT- -31.56 (meters) GEOID99 HS5444 HS5444 VERT ORDER - THIRD (See Below) HS5444 HS5444.The horizontal coordinates were scaled from a topographic map and have HS5444.an estimated accuracy of +/- 6 seconds. HS5444 HS5444.The NAVD 88 height was computed by applying the VERTCON shift value to HS5444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS5444.The vertical order pertains to the superseded datum. HS5444 HS5444.The geoid height was determined by GEOID99. HS5444 HS5444; North East Units Estimated Accuracy HS5444;SPC CA 3 - 616,650. 1,979,600. MT (+/- 180 meters Scaled) HS5444 HS5444 SUPERSEDED SURVEY CONTROL HS5444 HS5444 NGVD 29 - 53.11 (m) 174.2 (f) RESET 3 HS5444 HS5444.Superseded values are not recommended for survey control. HS5444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5444.See file dsdata.txt to determine how the superseded data were derived. HS5444 HS5444_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG004584(NAD 83) HS5444_MARKER: DV = VERTICAL CONTROL DISK HS5444_SETTING: 35 = BRIDGE DECK HS5444_STAMPING: L 717 RESET 1990 HS5444_MARK LOGO: NGS HS5444_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET HS5444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS5444+STABILITY: SURFACE MOTION HS5444 HS5444 HISTORY - Date Condition Report By HS5444 HISTORY - 1990 MONUMENTED CA-099 HS5444 HS5444 STATION DESCRIPTION HS5444 HS5444'DESCRIBED BY STANISLAUS COUNTY CALIFORNIA 1990 HS5444'9.8 MILES E ALONG KEYES RD FROM INTERSECTION OF US HWY 99 IN KEYES, HS5444'IN THE NORTHEAST CORNER OF NEW BRIDGE ON KEYES ROAD OVER THE HIGHLINE HS5444'CANAL ABOUT 3/8 MILE EAST OF HALL ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2530 *********************************************************************** HS2530 DESIGNATION - L 793 HS2530 PID - HS2530 HS2530 STATE/COUNTY- CA/STANISLAUS HS2530 USGS QUAD - PATTERSON (1978) HS2530 HS2530 *CURRENT SURVEY CONTROL HS2530 ___________________________________________________________________ HS2530* NAD 83(1986)- 37 27 51. (N) 121 09 31. (W) SCALED HS2530* NAVD 88 - 41.02 (+/-2cm) 134.6 (feet) VERTCON HS2530 ___________________________________________________________________ HS2530 GEOID HEIGHT- -32.40 (meters) GEOID99 HS2530 HS2530 VERT ORDER - FIRST CLASS II (See Below) HS2530 HS2530.The horizontal coordinates were scaled from a topographic map and have HS2530.an estimated accuracy of +/- 6 seconds. HS2530 HS2530.The NAVD 88 height was computed by applying the VERTCON shift value to HS2530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2530.The vertical order pertains to the superseded datum. HS2530 HS2530.The geoid height was determined by GEOID99. HS2530 HS2530; North East Units Estimated Accuracy HS2530;SPC CA 3 - 607,210. 1,941,740. MT (+/- 180 meters Scaled) HS2530 HS2530 SUPERSEDED SURVEY CONTROL HS2530 HS2530 NGVD 29 - 40.265 (m) 132.10 (f) ADJ UNCH 1 2 HS2530 HS2530.Superseded values are not recommended for survey control. HS2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2530.See file dsdata.txt to determine how the superseded data were derived. HS2530 HS2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG628479(NAD 83) HS2530_MARKER: DB = BENCH MARK DISK HS2530_SETTING: 30 = VALVE BOX HS2530_STAMPING: L 793 1947 HS2530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS2530 HS2530 HISTORY - Date Condition Report By HS2530 HISTORY - 1947 MONUMENTED CGS HS2530 HISTORY - 1965 GOOD NGS HS2530 HISTORY - 20021118 MARK NOT FOUND CONDOR HS2530 HS2530 STATION DESCRIPTION HS2530 HS2530'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 HS2530'2.6 MI SW FROM PATTERSON. HS2530'ABOUT 0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD HS2530'FROM THE STATION AT PATTERSON, THENCE 2.0 MILES WEST ALONG SPERRY HS2530'AVENUE, AT A CROSS ROAD, 63 FEET NORTH OF THE CENTER LINE OF HS2530'SPERRY AVENUE, 32 FEET EAST OF THE CENTER LINE OF A NORTH AND HS2530'SOUTH ROAD, SET IN THE TOP AND AT THE NORTHEAST CORNER OF A LARGE HS2530'CONCRETE IRRIGATION VALVE BOX. HS2530 HS2530 STATION RECOVERY (1965) HS2530 HS2530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 HS2530'RECOVERED IN GOOD CONDITION. HS2530 HS2530 STATION RECOVERY (2002) HS2530 HS2530'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) HS2530'CORNER OF CONCRETE IRRIGATION BOX HAS BEEN CHIPPED AWAY, APPARENTLY HS2530'ALONG WITH THE MARK 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2099 *********************************************************************** HS2099 DESIGNATION - L 796 RESET 1967 HS2099 PID - HS2099 HS2099 STATE/COUNTY- CA/STANISLAUS HS2099 USGS QUAD - BACHELOR VALLEY (1987) HS2099 HS2099 *CURRENT SURVEY CONTROL HS2099 ___________________________________________________________________ HS2099* NAD 83(1986)- 37 59 28. (N) 120 50 49. (W) SCALED HS2099* NAVD 88 - 66.64 (+/-2cm) 218.6 (feet) VERTCON HS2099 ___________________________________________________________________ HS2099 GEOID HEIGHT- -30.63 (meters) GEOID99 HS2099 HS2099 VERT ORDER - THIRD (See Below) HS2099 HS2099.The horizontal coordinates were scaled from a topographic map and have HS2099.an estimated accuracy of +/- 6 seconds. HS2099 HS2099.The NAVD 88 height was computed by applying the VERTCON shift value to HS2099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2099.The vertical order pertains to the superseded datum. HS2099 HS2099.The geoid height was determined by GEOID99. HS2099 HS2099; North East Units Estimated Accuracy HS2099;SPC CA 3 - 665,540. 1,969,530. MT (+/- 180 meters Scaled) HS2099 HS2099 SUPERSEDED SURVEY CONTROL HS2099 HS2099 NGVD 29 - 65.92 (m) 216.3 (f) RESET 3 HS2099 HS2099.Superseded values are not recommended for survey control. HS2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2099.See file dsdata.txt to determine how the superseded data were derived. HS2099 HS2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH890070(NAD 83) HS2099_MARKER: DB = BENCH MARK DISK HS2099_SETTING: 36 = BRIDGE HS2099_STAMPING: L 796 RESET 1967 HS2099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS2099 HS2099 HISTORY - Date Condition Report By HS2099 HISTORY - 1967 MONUMENTED CGS HS2099 HS2099 STATION DESCRIPTION HS2099 HS2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 HS2099'8.4 MI S FROM JENNY LIND. HS2099'8.4 SOUTH ALONG MILTON ROAD FROM THE STEEL BRIDGE OVER THE HS2099'CALAVERAS RIVER AT JENNY LIND, AT A CONCRETE BRIDGE OVER A HS2099'CREEK, IN THE TOP OF THE SOUTHWEST HEAD WALL AT THE SOUTHWEST END HS2099'OF THE BRIDGE, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE HS2099'ROAD, 2.8 FEET NORTHWEST OF THE SOUTHWEST END OF THE HEADWALL, HS2099'ABOUT 0.7 FOOT LOWER THAN THE CENTER OF THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AC9289 *********************************************************************** AC9289 DESIGNATION - M 997 RESET AC9289 PID - AC9289 AC9289 STATE/COUNTY- CA/STANISLAUS AC9289 USGS QUAD - CROWS LANDING (1980) AC9289 AC9289 *CURRENT SURVEY CONTROL AC9289 ___________________________________________________________________ AC9289* NAD 83(1986)- 37 28 40. (N) 121 07 00. (W) SCALED AC9289* NAVD 88 - 25.60 (+/-2cm) 84.0 (feet) VERTCON AC9289 ___________________________________________________________________ AC9289 GEOID HEIGHT- -32.44 (meters) GEOID99 AC9289 AC9289 VERT ORDER - THIRD (See Below) AC9289 AC9289.The horizontal coordinates were scaled from a topographic map and have AC9289.an estimated accuracy of +/- 6 seconds. AC9289 AC9289.The NAVD 88 height was computed by applying the VERTCON shift value to AC9289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC9289.The vertical order pertains to the superseded datum. AC9289 AC9289.The geoid height was determined by GEOID99. AC9289 AC9289; North East Units Estimated Accuracy AC9289;SPC CA 3 - 608,690. 1,945,460. MT (+/- 180 meters Scaled) AC9289 AC9289 SUPERSEDED SURVEY CONTROL AC9289 AC9289 NGVD 29 - 24.86 (m) 81.6 (f) RESET 3 AC9289 AC9289.Superseded values are not recommended for survey control. AC9289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC9289.See file dsdata.txt to determine how the superseded data were derived. AC9289 AC9289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG665495(NAD 83) AC9289_MARKER: DV = VERTICAL CONTROL DISK AC9289_SETTING: 32 = CULVERT HEADWALL AC9289_STAMPING: M 997 1966 RESET 1996 AC9289_MARK LOGO: CGS AC9289_MAGNETIC: N = NO MAGNETIC MATERIAL AC9289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC9289+STABILITY: SURFACE MOTION AC9289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC9289+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2002 AC9289 AC9289 HISTORY - Date Condition Report By AC9289 HISTORY - 1996 MONUMENTED CA-099 AC9289 HISTORY - 20021118 GOOD CONDOR AC9289 AC9289 STATION DESCRIPTION AC9289 AC9289'DESCRIBED BY STANISLAUS COUNTY CALIFORNIA 1996 (WBJ) AC9289'0.75 MILES (1.21 KM) NORTHEAST ALONG LAS PALMAS AVENUE FROM THE AC9289'SOUTHERN PACIFIC RAILROAD STATION AT PATTERSON IN SOUTHWESTLY END OF AC9289'WEIR - HEADWALL, 70 FEET (21.3 M) NORTHWESTLY FROM THE YELLOW LINE OF AC9289'LAS PALMAS AVENUE, 0.25 MILE (0.40 KM) SOUTHWESTLY FROM SYCAMORE AC9289'AVENUE IN LATERAL C A CONCRETE LINED IRRIGATION DITCH. AC9289 AC9289 STATION RECOVERY (2002) AC9289 AC9289'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) AC9289'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0239 *********************************************************************** HS0239 DESIGNATION - MODESTO RESET HS0239 PID - HS0239 HS0239 STATE/COUNTY- CA/STANISLAUS HS0239 USGS QUAD - SALIDA (1987) HS0239 HS0239 *CURRENT SURVEY CONTROL HS0239 ___________________________________________________________________ HS0239* NAD 83(1986)- 37 38 16. (N) 121 00 04. (W) SCALED HS0239* NAVD 88 - 27.01 (meters) 88.6 (feet) RESET HS0239 ___________________________________________________________________ HS0239 GEOID HEIGHT- -32.01 (meters) GEOID99 HS0239 HS0239 VERT ORDER - THIRD HS0239 HS0239.The horizontal coordinates were scaled from a topographic map and have HS0239.an estimated accuracy of +/- 6 seconds. HS0239 HS0239.The orthometric height was computed from unverified reset data. HS0239 HS0239.The geoid height was determined by GEOID99. HS0239 HS0239; North East Units Estimated Accuracy HS0239;SPC CA 3 - 626,390. 1,955,770. MT (+/- 180 meters Scaled) HS0239 HS0239 SUPERSEDED SURVEY CONTROL HS0239 HS0239.No superseded survey control is available for this station. HS0239 HS0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG763675(NAD 83) HS0239_MARKER: DS = TRIANGULATION STATION DISK HS0239_SETTING: 30 = MONUMENT HS0239_STAMPING: MODESTO 1943 1970 HS0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS0239 HS0239 HISTORY - Date Condition Report By HS0239 HISTORY - 1970 MONUMENTED CGS HS0239 HISTORY - 1972 GOOD NGS HS0239 HS0239 STATION DESCRIPTION HS0239 HS0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS0239'AT MODESTO. HS0239'AT MODESTO, ABOUT 75 YARDS SOUTHEAST OF AND ACROSS THE RAILROAD HS0239'TRACKS FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION, ABOUT HS0239'85 YARDS NORTHWEST OF THE INTERSECTION OF 8TH AND I STREETS, IN HS0239'AN ASPHALTED PARKING LOT LEASED FROM THE SOUTHERN PACIFIC COMPANY HS0239'BY THE CITY OF MODESTO, 58.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL HS0239'OF THE MAIN RAILROAD TRACK, 49.7 FEET NORTHEAST OF THE CENTER LINE HS0239'OF 8TH STREET, 51.4 FEET NORTHWEST OF A CONCRETE CURB AT THE HS0239'NORTHWEST EDGE OF A SMALL PARK, 31.0 FEET SOUTHWEST OF A CHAINLINK HS0239'FENCE AND SET IN THE TOP OF A 2-FOOT-SQUARE CONCRETE MONUMENT FLUSH HS0239'WITH THE PAVED SURFACE OF THE PARKING LOT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0241 *********************************************************************** HS0241 DESIGNATION - MODESTO RM 2 HS0241 PID - HS0241 HS0241 STATE/COUNTY- CA/STANISLAUS HS0241 USGS QUAD - SALIDA (1987) HS0241 HS0241 *CURRENT SURVEY CONTROL HS0241 ___________________________________________________________________ HS0241* NAD 83(1986)- 37 38 17. (N) 121 00 05. (W) SCALED HS0241* NAVD 88 - 26.84 (meters) 88.1 (feet) RESET HS0241 ___________________________________________________________________ HS0241 GEOID HEIGHT- -32.01 (meters) GEOID99 HS0241 HS0241 VERT ORDER - THIRD HS0241 HS0241.The horizontal coordinates were scaled from a topographic map and have HS0241.an estimated accuracy of +/- 6 seconds. HS0241 HS0241.The orthometric height was computed from unverified reset data. HS0241 HS0241.The geoid height was determined by GEOID99. HS0241 HS0241; North East Units Estimated Accuracy HS0241;SPC CA 3 - 626,420. 1,955,750. MT (+/- 180 meters Scaled) HS0241 HS0241 SUPERSEDED SURVEY CONTROL HS0241 HS0241.No superseded survey control is available for this station. HS0241 HS0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG763675(NAD 83) HS0241_MARKER: DR = REFERENCE MARK DISK HS0241_SETTING: 30 = CURB HS0241_STAMPING: MODESTO 1943 NO 2 1972 HS0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS0241 HS0241 HISTORY - Date Condition Report By HS0241 HISTORY - 1972 MONUMENTED NGS HS0241 HS0241 STATION DESCRIPTION HS0241 HS0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS0241'AT MODESTO. HS0241'AT MODESTO, ABOUT 85 YARDS SOUTHWEST OF AND ACROSS THE RAILROAD HS0241'TRACKS FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION, ABOUT HS0241'80 YARDS NORTHWEST OF THE CENTER LINE OF I STREET, SET IN THE HS0241'TOP OF THE CONCRETE CURB ON THE NORTHEAST SIDE OF 8TH STREET, HS0241'29.7 FEET WEST OF THE WEST EDGE OF A SMALL PARK, 29.2 FEET HS0241'SOUTH-SOUTHWEST OF TRIANGULATION STATION MODESTO 1943 1970, AND HS0241'21.2 FEET SOUTHEAST OF A POWER LINE-TELEPHONE POLE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0240 *********************************************************************** HS0240 DESIGNATION - MODESTO RM 3 HS0240 PID - HS0240 HS0240 STATE/COUNTY- CA/STANISLAUS HS0240 USGS QUAD - SALIDA (1987) HS0240 HS0240 *CURRENT SURVEY CONTROL HS0240 ___________________________________________________________________ HS0240* NAD 83(1986)- 37 38 16. (N) 121 00 05. (W) SCALED HS0240* NAVD 88 - 27.18 (meters) 89.2 (feet) RESET HS0240 ___________________________________________________________________ HS0240 GEOID HEIGHT- -32.01 (meters) GEOID99 HS0240 HS0240 VERT ORDER - THIRD HS0240 HS0240.The horizontal coordinates were scaled from a topographic map and have HS0240.an estimated accuracy of +/- 6 seconds. HS0240 HS0240.The orthometric height was computed from unverified reset data. HS0240 HS0240.The geoid height was determined by GEOID99. HS0240 HS0240; North East Units Estimated Accuracy HS0240;SPC CA 3 - 626,390. 1,955,750. MT (+/- 180 meters Scaled) HS0240 HS0240 SUPERSEDED SURVEY CONTROL HS0240 HS0240.No superseded survey control is available for this station. HS0240 HS0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG763675(NAD 83) HS0240_MARKER: DR = REFERENCE MARK DISK HS0240_SETTING: 30 = CONCRETE HEXAGON HS0240_STAMPING: MODESTO 1943 NO 3 1972 HS0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS0240 HS0240 HISTORY - Date Condition Report By HS0240 HISTORY - 1972 MONUMENTED NGS HS0240 HISTORY - 1972 GOOD NGS HS0240 HS0240 STATION DESCRIPTION HS0240 HS0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS0240'AT MODESTO. HS0240'AT MODESTO, ABOUT 80 YARDS SOUTHEAST OF THE SOUTHERN PACIFIC COMPANY HS0240'RAILROAD STATION, ABOUT 72 YARDS NORTHWEST OF THE CENTER LINE OF I HS0240'STREET, SET IN THE TOP OF AN 18-INCH CONCRETE HEXAGON (A FORMER HS0240'BASE FOR A LIGHT POLE), 105.6 FEET EAST-NORTHEAST OF TRIANGULATION HS0240'STATION MODESTO 1943 1970, 31.4 FEET NORTHEAST OF THE NORTHEAST HS0240'RAIL OF THE MAIN RAILROAD TRACK, 1.8 FEET WEST OF PARKING METER HS0240'NO. 42, ABOUT THE SAME ELEVATION AS THE TRACK AND PROJECTING 0.2 HS0240'FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AC9288 *********************************************************************** AC9288 DESIGNATION - N 997 RESET AC9288 PID - AC9288 AC9288 STATE/COUNTY- CA/STANISLAUS AC9288 USGS QUAD - CROWS LANDING (1980) AC9288 AC9288 *CURRENT SURVEY CONTROL AC9288 ___________________________________________________________________ AC9288* NAD 83(1986)- 37 28 56. (N) 121 06 21. (W) SCALED AC9288* NAVD 88 - 21.97 (+/-2cm) 72.1 (feet) VERTCON AC9288 ___________________________________________________________________ AC9288 GEOID HEIGHT- -32.43 (meters) GEOID99 AC9288 AC9288 VERT ORDER - THIRD (See Below) AC9288 AC9288.The horizontal coordinates were scaled from a topographic map and have AC9288.an estimated accuracy of +/- 6 seconds. AC9288 AC9288.The NAVD 88 height was computed by applying the VERTCON shift value to AC9288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AC9288.The vertical order pertains to the superseded datum. AC9288 AC9288.The geoid height was determined by GEOID99. AC9288 AC9288; North East Units Estimated Accuracy AC9288;SPC CA 3 - 609,180. 1,946,420. MT (+/- 180 meters Scaled) AC9288 AC9288 SUPERSEDED SURVEY CONTROL AC9288 AC9288 NGVD 29 - 21.23 (m) 69.7 (f) RESET 3 AC9288 AC9288.Superseded values are not recommended for survey control. AC9288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC9288.See file dsdata.txt to determine how the superseded data were derived. AC9288 AC9288_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG674500(NAD 83) AC9288_MARKER: DV = VERTICAL CONTROL DISK AC9288_SETTING: 32 = CULVERT HEADWALL AC9288_STAMPING: N 997 1966 RESET 1996 AC9288_MARK LOGO: NGS AC9288_MAGNETIC: N = NO MAGNETIC MATERIAL AC9288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC9288+STABILITY: SURFACE MOTION AC9288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC9288+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2002 AC9288 AC9288 HISTORY - Date Condition Report By AC9288 HISTORY - 1996 MONUMENTED CA-099 AC9288 HISTORY - 20021118 GOOD CONDOR AC9288 AC9288 STATION DESCRIPTION AC9288 AC9288'DESCRIBED BY STANISLAUS COUNTY CALIFORNIA 1996 (WBJ) AC9288'1.4 MILES (2.3 KM) NORTHWEST ALONG LAS PALMAS AVENUE FROM THE SOUTHERN AC9288'PACIFIC COMPANY RAILROAD STATION AT PATTERSON IN SOUTHERLY END OF WEIR AC9288'HEADWALL, 36 FEET (11.0 M) SOUTHEASTLY FROM THE YELLOW LINE OF LAS AC9288'PALMAS AVENUE, 0.1 MILE (0.2 KM) NORTHEASTLY FROM SYCAMORE AVENUE IN AC9288'LATERAL B IRRIGATION CONCRETE LINED CANAL. AC9288 AC9288 STATION RECOVERY (2002) AC9288 AC9288'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) AC9288'MARK IS 0.35 MILES NORTHEAST OF SYCAMORE AVE 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9714 *********************************************************************** AA9714 DESIGNATION - P 717 RESET AA9714 PID - AA9714 AA9714 STATE/COUNTY- CA/STANISLAUS AA9714 USGS QUAD - MONTPELIER (1987) AA9714 AA9714 *CURRENT SURVEY CONTROL AA9714 ___________________________________________________________________ AA9714* NAD 83(1986)- 37 33 03. (N) 120 40 29. (W) SCALED AA9714* NAVD 88 - 65.86 (+/-2cm) 216.1 (feet) VERTCON AA9714 ___________________________________________________________________ AA9714 GEOID HEIGHT- -31.38 (meters) GEOID99 AA9714 AA9714 VERT ORDER - THIRD (See Below) AA9714 AA9714.The horizontal coordinates were scaled from a topographic map and have AA9714.an estimated accuracy of +/- 6 seconds. AA9714 AA9714.The NAVD 88 height was computed by applying the VERTCON shift value to AA9714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA9714.The vertical order pertains to the superseded datum. AA9714 AA9714.The geoid height was determined by GEOID99. AA9714 AA9714; North East Units Estimated Accuracy AA9714;SPC CA 3 - 616,640. 1,984,560. MT (+/- 180 meters Scaled) AA9714 AA9714 SUPERSEDED SURVEY CONTROL AA9714 AA9714 NGVD 29 - 65.14 (m) 213.7 (f) RESET 3 AA9714 AA9714.Superseded values are not recommended for survey control. AA9714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA9714.See file dsdata.txt to determine how the superseded data were derived. AA9714 AA9714_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG054585(NAD 83) AA9714_MARKER: DV = VERTICAL CONTROL DISK AA9714_SETTING: 35 = POWER TOWER BASE AA9714_STAMPING: P 717 1943 RESET 1993 AA9714_MARK LOGO: NGS AA9714_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AA9714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA9714+STABILITY: SURFACE MOTION AA9714 AA9714 HISTORY - Date Condition Report By AA9714 HISTORY - 1993 MONUMENTED CA-099 AA9714 AA9714 STATION DESCRIPTION AA9714 AA9714'DESCRIBED BY STANISLAUS COUNTY CALIFORNIA 1993 (WBJ) AA9714'12.8 MILES (20.6 KM) EAST FROM KEYES ALONG KEYES ROAD FROM AA9714'INTERSECTION OF US HIGHWAY 99 IN KEYES, 21 FEET (6.4 M) SOUTH OF THE AA9714'YELLOW LINE OF KEYES ROAD, 100 FEET (30.5 M) EAST OF OLD BRIDGE WHERE AA9714'MARK WAS. 2.05 MILES (3.30 KM) EAST OF MONTPELIER ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2272 *********************************************************************** HS2272 DESIGNATION - P 959 RESET 1968 HS2272 PID - HS2272 HS2272 STATE/COUNTY- CA/STANISLAUS HS2272 USGS QUAD - OAKDALE (1987) HS2272 HS2272 *CURRENT SURVEY CONTROL HS2272 ___________________________________________________________________ HS2272* NAD 83(1986)- 37 48 08. (N) 120 52 05. (W) SCALED HS2272* NAVD 88 - 56.08 (+/-2cm) 184.0 (feet) VERTCON HS2272 ___________________________________________________________________ HS2272 GEOID HEIGHT- -31.39 (meters) GEOID99 HS2272 HS2272 VERT ORDER - THIRD (See Below) HS2272 HS2272.The horizontal coordinates were scaled from a topographic map and have HS2272.an estimated accuracy of +/- 6 seconds. HS2272 HS2272.The NAVD 88 height was computed by applying the VERTCON shift value to HS2272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2272.The vertical order pertains to the superseded datum. HS2272 HS2272.The geoid height was determined by GEOID99. HS2272 HS2272; North East Units Estimated Accuracy HS2272;SPC CA 3 - 644,590. 1,967,590. MT (+/- 180 meters Scaled) HS2272 HS2272 SUPERSEDED SURVEY CONTROL HS2272 HS2272 NGVD 29 - 55.32 (m) 181.5 (f) RESET 3 HS2272 HS2272.Superseded values are not recommended for survey control. HS2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2272.See file dsdata.txt to determine how the superseded data were derived. HS2272 HS2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG876860(NAD 83) HS2272_MARKER: DB = BENCH MARK DISK HS2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS2272_STAMPING: P 959 RESET 1968 HS2272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS2272+STABILITY: SURFACE MOTION HS2272 HS2272 HISTORY - Date Condition Report By HS2272 HISTORY - 1968 MONUMENTED CADPW HS2272 HISTORY - 1968 GOOD NGS HS2272 HS2272 STATION DESCRIPTION HS2272 HS2272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 HS2272'2.9 MI NW FROM OAKDALE. HS2272'ABOUT 1.8 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE SOUTHERN HS2272'PACIFIC RAILROAD STATION AT OAKDALE, THENCE 1.1 MILES NORTH ALONG HS2272'TWENTY-SIX MILE ROAD, ABOUT 0.05 MILE NORTH-NORTHWEST OF A T HS2272'JUNCTION OF A POWER LINE, 30 FEET EAST-NORTHEAST OF THE CENTER HS2272'LINE OF THE ROAD, 3.2 FEET SOUTH-SOUTHEAST OF A POWER POLE, 0.6 HS2272'FOOT WEST-SOUTHWEST OF A WIRE MESH FENCE, 24.3 FEET SOUTH OF AN HS2272'8-INCH CONCRETE STANDPIPE, 59.1 FEET EAST OF A POWER POLE, ABOUT HS2272'1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A HS2272'CONCRETE POST LEVEL WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0643 *********************************************************************** HS0643 DESIGNATION - PAGE RESET 1972 HS0643 PID - HS0643 HS0643 STATE/COUNTY- CA/STANISLAUS HS0643 USGS QUAD - RIPON (1994) HS0643 HS0643 *CURRENT SURVEY CONTROL HS0643 ___________________________________________________________________ HS0643* NAD 83(1986)- 37 40 50. (N) 121 12 17. (W) SCALED HS0643* NAVD 88 - 10.99 (+/-2cm) 36.1 (feet) VERTCON HS0643 ___________________________________________________________________ HS0643 GEOID HEIGHT- -32.20 (meters) GEOID99 HS0643 HS0643 VERT ORDER - THIRD (See Below) HS0643 HS0643.The horizontal coordinates were scaled from a topographic map and have HS0643.an estimated accuracy of +/- 6 seconds. HS0643 HS0643.The NAVD 88 height was computed by applying the VERTCON shift value to HS0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0643.The vertical order pertains to the superseded datum. HS0643 HS0643.The geoid height was determined by GEOID99. HS0643 HS0643; North East Units Estimated Accuracy HS0643;SPC CA 3 - 631,250. 1,937,840. MT (+/- 180 meters Scaled) HS0643 HS0643 SUPERSEDED SURVEY CONTROL HS0643 HS0643 NGVD 29 - 10.27 (m) 33.7 (f) RESET 3 HS0643 HS0643.Superseded values are not recommended for survey control. HS0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0643.See file dsdata.txt to determine how the superseded data were derived. HS0643 HS0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG583718(NAD 83) HS0643_MARKER: DS = TRIANGULATION STATION DISK HS0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0643_STAMPING: PAGE 1943 1972 HS0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0643+STABILITY: SURFACE MOTION HS0643 HS0643 HISTORY - Date Condition Report By HS0643 HISTORY - 1972 MONUMENTED NGS HS0643 HS0643 STATION DESCRIPTION HS0643 HS0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS0643'10.4 MI NE FROM VERNALIS. HS0643'0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS0643'FROM THE GROCERY STORE AND POST OFFICE AT VERNALIS, THENCE 6.05 HS0643'MILES EAST ALONG STATE HIGHWAY 132, THENCE 2.2 MILES NORTH ALONG HS0643'AN ASPHALT ROAD, THENCE 0.5 MILE WEST ALONG SHOEMAKE AVENUE, HS0643'THENCE 1.1 MILES NORTH ALONG PAGE ROAD, AT THE T-JUNCTION OF HS0643'BECKWITH ROAD, IN A SMALL SECTION OF PASTURE AT THE SOUTHWEST HS0643'CORNER OF THE JUNCTION, 54.7 FEET SOUTH OF THE CENTERLINE OF HS0643'BECKWITH ROAD, 36 FEET WEST OF THE CENTERLINE OF PAGE ROAD, 36.4 HS0643'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE IRRIGATION HS0643'SIPHON UNDER BECKWITH ROAD, 32.8 FEET EAST OF A FENCE LINE, 30.4 HS0643'FEET SOUTH OF A FENCE LINE, 13.0 FEET SOUTHWEST OF A WOODEN HS0643'WITNESS POST, 10.7 FEET WEST OF A FENCE LINE, ABOUT LEVEL WITH THE HS0643'ROADS AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUNDS. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0644 *********************************************************************** HS0644 DESIGNATION - PAGE RM 1 HS0644 PID - HS0644 HS0644 STATE/COUNTY- CA/STANISLAUS HS0644 USGS QUAD - RIPON (1994) HS0644 HS0644 *CURRENT SURVEY CONTROL HS0644 ___________________________________________________________________ HS0644* NAD 83(1986)- 37 40 50. (N) 121 12 17. (W) SCALED HS0644* NAVD 88 - 10.98 (+/-2cm) 36.0 (feet) VERTCON HS0644 ___________________________________________________________________ HS0644 GEOID HEIGHT- -32.20 (meters) GEOID99 HS0644 HS0644 VERT ORDER - THIRD (See Below) HS0644 HS0644.The horizontal coordinates were scaled from a topographic map and have HS0644.an estimated accuracy of +/- 6 seconds. HS0644 HS0644.The NAVD 88 height was computed by applying the VERTCON shift value to HS0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0644.The vertical order pertains to the superseded datum. HS0644 HS0644.The geoid height was determined by GEOID99. HS0644 HS0644; North East Units Estimated Accuracy HS0644;SPC CA 3 - 631,250. 1,937,840. MT (+/- 180 meters Scaled) HS0644 HS0644 SUPERSEDED SURVEY CONTROL HS0644 HS0644 NGVD 29 - 10.26 (m) 33.7 (f) RESET 3 HS0644 HS0644.Superseded values are not recommended for survey control. HS0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0644.See file dsdata.txt to determine how the superseded data were derived. HS0644 HS0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG583718(NAD 83) HS0644_MARKER: DR = REFERENCE MARK DISK HS0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0644_STAMPING: PAGE NO 1 1943 HS0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0644+STABILITY: SURFACE MOTION HS0644 HS0644 HISTORY - Date Condition Report By HS0644 HISTORY - 1943 MONUMENTED CGS HS0644 HISTORY - 1972 GOOD NGS HS0644 HS0644 STATION DESCRIPTION HS0644 HS0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS0644'10.4 MI NE FROM VERNALIS. HS0644'0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS0644'FROM THE GROCERY STORE AND POST OFFICE AT VERNALIS, THENCE 6.05 HS0644'MILES EAST ALONG STATE HIGHWAY 132, THENCE 2.2 MILES NORTH ALONG HS0644'AN ASPHALT ROAD, THENCE 0.5 MILE WEST ALONG SHOEMAKE AVENUE, HS0644'THENCE 1.1 MILES NORTH ALONG PAGE ROAD, AT THE T-JUNCTION OF HS0644'BECKWITH ROAD, 86.4 FEET NORTH-NORTHEAST OF TRIANGULATION STATION HS0644'PAGE 1943 1972, 67.1 FEET EAST OF BENCH MARK X 1129, 23.7 FEET HS0644'NORTH OF THE CENTERLINE OF BECKWITH ROAD, 2.1 FEET EAST OF A HS0644'POWERLINE-TELEPHONE POLE ON THE PROJECTED CENTERLINE OF PAGE ROAD, HS0644'1.6 FEET SOUTH OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET HS0644'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0645 *********************************************************************** HS0645 DESIGNATION - PAGE RM 3 HS0645 PID - HS0645 HS0645 STATE/COUNTY- CA/STANISLAUS HS0645 USGS QUAD - RIPON (1994) HS0645 HS0645 *CURRENT SURVEY CONTROL HS0645 ___________________________________________________________________ HS0645* NAD 83(1986)- 37 40 51. (N) 121 12 17. (W) SCALED HS0645* NAVD 88 - 11.33 (+/-2cm) 37.2 (feet) VERTCON HS0645 ___________________________________________________________________ HS0645 GEOID HEIGHT- -32.20 (meters) GEOID99 HS0645 HS0645 VERT ORDER - THIRD (See Below) HS0645 HS0645.The horizontal coordinates were scaled from a topographic map and have HS0645.an estimated accuracy of +/- 6 seconds. HS0645 HS0645.The NAVD 88 height was computed by applying the VERTCON shift value to HS0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0645.The vertical order pertains to the superseded datum. HS0645 HS0645.The geoid height was determined by GEOID99. HS0645 HS0645; North East Units Estimated Accuracy HS0645;SPC CA 3 - 631,280. 1,937,840. MT (+/- 180 meters Scaled) HS0645 HS0645 SUPERSEDED SURVEY CONTROL HS0645 HS0645 NGVD 29 - 10.61 (m) 34.8 (f) RESET 3 HS0645 HS0645.Superseded values are not recommended for survey control. HS0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0645.See file dsdata.txt to determine how the superseded data were derived. HS0645 HS0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG583719(NAD 83) HS0645_MARKER: DR = REFERENCE MARK DISK HS0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0645_STAMPING: PAGE 1943 NO 3 1972 HS0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0645+STABILITY: SURFACE MOTION HS0645 HS0645 HISTORY - Date Condition Report By HS0645 HISTORY - 1972 MONUMENTED NGS HS0645 HS0645 STATION DESCRIPTION HS0645 HS0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS0645'10.4 MI NE FROM VERNALIS. HS0645'0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS0645'FROM THE GROCERY STORE AND POST OFFICE AT VERNALIS, THENCE 6.05 HS0645'MILES EAST ALONG STATE HIGHWAY 132, THENCE 2.2 MILES NORTH ALONG HS0645'AN ASPHALT ROAD, THENCE 0.5 MILE WEST ALONG SHOEMAKE AVENUE, HS0645'THENCE 1.1 MILES NORTH ALONG PAGE ROAD, AT THE T-JUNCTION OF HS0645'BECKWITH ROAD, 140.7 FEET SOUTH OF REFERENCE MARK PAGE RM 1, HS0645'87.8 FEET SOUTHEAST OF TRIANGULATION STATION PAGE 1943 1972, HS0645'117.0 FEET SOUTH OF THE CENTERLINE OF BECKWITH ROAD, 24 FEET HS0645'EAST OF THE CENTERLINE OF PAGE ROAD, 1.7 FEET WEST OF A FENCE HS0645'LINE, ABOUT 1 FOOT HIGHER THAN THE ROAD AND SET IN THE TOP OF A HS0645'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5318 *********************************************************************** HS5318 DESIGNATION - PAT RESET HS5318 PID - HS5318 HS5318 STATE/COUNTY- CA/STANISLAUS HS5318 USGS QUAD - CROWS LANDING (1980) HS5318 HS5318 *CURRENT SURVEY CONTROL HS5318 ___________________________________________________________________ HS5318* NAD 83(1992)- 37 26 06.30549(N) 121 06 04.76911(W) ADJUSTED HS5318* NAVD 88 - 34.91 (+/-2cm) 114.5 (feet) VERTCON HS5318 ___________________________________________________________________ HS5318 EPOCH DATE - 1991.35 HS5318 LAPLACE CORR- -1.24 (seconds) DEFLEC99 HS5318 GEOID HEIGHT- -32.51 (meters) GEOID99 HS5318 HS5318 HORZ ORDER - FIRST HS5318 VERT ORDER - THIRD (See Below) HS5318 HS5318.The horizontal coordinates were established by classical geodetic methods HS5318.and adjusted by the National Geodetic Survey in March 1994. HS5318.The horizontal coordinates are valid at the epoch date displayed above. HS5318.The epoch date for horizontal control is a decimal equivalence HS5318.of Year/Month/Day. HS5318 HS5318.The NAVD 88 height was computed by applying the VERTCON shift value to HS5318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS5318.The vertical order pertains to the superseded datum. HS5318 HS5318.The Laplace correction was computed from DEFLEC99 derived deflections. HS5318 HS5318.The geoid height was determined by GEOID99. HS5318 HS5318; North East Units Scale Converg. HS5318;SPC CA 3 - 603,947.330 1,946,784.925 MT 0.99994430 -0 22 05.3 HS5318;SPC CA 3 - 1,981,450.53 6,387,076.87 sFT 0.99994430 -0 22 05.3 HS5318;UTM 10 - 4,144,831.696 667,977.325 MT 0.99994757 +1 09 15.8 HS5318 HS5318: Primary Azimuth Mark Grid Az HS5318:SPC CA 3 - PAT AZ MK 089 41 56.1 HS5318:UTM 10 - PAT AZ MK 088 10 35.0 HS5318 HS5318|---------------------------------------------------------------------| HS5318| PID Reference Object Distance Geod. Az | HS5318| dddmmss.s | HS5318| HS4295 PAT RM 1 44.652 METERS 06658 | HS5318| HS2366 PAT AZ MK 0891950.8 | HS5318| HS4314 PAT RM 2 54.191 METERS 15501 | HS5318| HS4825 6 MI E NE ORESTIMBA PEAK STACK APPROX. 7.5 KM 1845909.3 | HS5318|---------------------------------------------------------------------| HS5318 HS5318 SUPERSEDED SURVEY CONTROL HS5318 HS5318 NAD 83(1986)- 37 26 06.29345(N) 121 06 04.76688(W) AD(1984.00) 1 HS5318 NAD 27 - 37 26 06.52900(N) 121 06 01.00800(W) AD( ) 1 HS5318 NGVD 29 - 34.17 (m) 112.1 (f) RESET 3 HS5318 HS5318.Superseded values are not recommended for survey control. HS5318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5318.See file dsdata.txt to determine how the superseded data were derived. HS5318 HS5318_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG6797744832(NAD 83) HS5318_MARKER: DH = HORIZONTAL CONTROL DISK HS5318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS5318_STAMPING: PAT 1943 1978 HS5318_MARK LOGO: NGS HS5318_PROJECTION: FLUSH HS5318_MAGNETIC: N = NO MAGNETIC MATERIAL HS5318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS5318+STABILITY: SURFACE MOTION HS5318 HS5318 HISTORY - Date Condition Report By HS5318 HISTORY - 1978 MONUMENTED NGS HS5318 HISTORY - 19781117 GOOD NGS HS5318 HISTORY - 19810721 GOOD NGS HS5318 HS5318 STATION DESCRIPTION HS5318 HS5318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN) HS5318'THE SURFACE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS 1 AND HS5318'2 WERE FOUND TO HAVE BEEN DESTROYED. THE UNDERGROUND STATION MARK HS5318'WAS RECOVERED IN GOOD CONDITION. THE POINT WAS HELD AND A NEW HS5318'SURFACE STATION MARK WAS SET IN THE SAME EXACT POSITION ON THIS HS5318'DATE. REFERENCE MARKS 3 AND 4 AND A NEW AZIMUTH MARK WERE ALSO HS5318'ESTABLISHED ON THIS DATE. A COMPLETE DESCRIPTION FOLLOWS-- HS5318' HS5318'THE STATION IS LOCATED ON THE SOUTH SIDE OF MARSHALL ROAD, ON THE HS5318'NORTHEAST SIDE OF THE SOUTHERN PACIFIC COMPANY RAILROAD TRACK, HS5318'NORTHEAST OF AND ACROSS THE TRACK FROM STATE HIGHWAY 33, AND IS HS5318'AIRLINE ABOUT 3 MILES SOUTHEAST OF PATTERSON AND 3 MILES NORTHWEST HS5318'OF CROWS LANDING. HS5318' HS5318'TO REACH THE STATION FROM THE CROSSING OF LAS PALMAS AVENUE AT HS5318'PATTERSON GO SOUTHEAST ON STATE HIGHWAY 33 FOR 3.0 MILES TO THE HS5318'JUNCTION OF MARSHALL ROAD AND THE STATION SITE ON THE LEFT. HS5318' HS5318'THE UNDERGROUND STATION MARK IS A C AND GS TRIANGULATION STATION HS5318'DISK STAMPED PAT 1943 SET IN THE TOP OF A BLOCK OF CONCRETE 2.9 HS5318'FEET BELOW THE SURFACE OF THE GROUND. THE SURFACE STATION MARK HS5318'IS AN NGS HORIZONTAL CONTROL DISK STAMPED PAT 1943 1978 SET IN THE HS5318'TOP OF A 12-INCH CONCRETE CYLINDER 0.2 FOOT BELOW THE SURFACE OF HS5318'THE GROUND AND IS 141.6 FEET NORTHEAST OF THE CENTERLINE OF THE HS5318'HIGHWAY, 63.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE HS5318'RAILROAD TRACK, 26.3 FEET SOUTH OF THE CENTERLINE OF MARSHALL HS5318'ROAD, AND 9.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 6X9-FOOT HS5318'BY 5-1/2-FOOT-HIGH CONCRETE BOX. HS5318' HS5318'REFERENCE MARK 3 IS AN NGS ALUMINUM CAP STAMPED PAT 1943 NO 3 HS5318'1978 SCREWED TO THE TOP OF A 30-INCH CAST ALUMINUM MONUMENT (WITH HS5318'INTEGRAL MAGNETS) PROJECTING 0.2 FOOT ABOVE THE GROUND AND IS HS5318'114.0 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 36.0 FEET HS5318'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 1.7 FEET NORTHWEST HS5318'OF TELEGRAPH POLE 5, ABOUT 2 FEET LOWER THAN THE TRACK, AND HS5318'ABOUT 3/4 FEET HIGHER THAN THE STATION MARK. HS5318' HS5318'REFERENCE MARK 4 IS AN NGS REFERENCE MARK DISK STAMPED PAT 1943 HS5318'NO 4 1978 CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTHEAST HS5318'CONCRETE HEAD WALL OF A 24-INCH CORRUGATED METAL PIPE CULVERT UNDER HS5318'THE RAILROAD TRACK AND HIGHWAY, 95.3 FEET NORTHEAST OF THE HS5318'CENTERLINE OF THE HIGHWAY, 17.3 FEET NORTHEAST OF THE NORTHEAST HS5318'RAIL OF THE TRACK, 37.8 FEET SOUTH OF THE CENTERLINE OF MARSHALL HS5318'ROAD, ABOUT 1 FOOT LOWER THAN THE TRACK, AND ABOUT 1-1/2 FEET HS5318'HIGHER THAN THE STATION MARK. HS5318' HS5318'THE AZIMUTH MARK ESTABLISHED ON THIS DATE IS LOCATED ON HS5318'THE NORTH SIDE OF MARSHALL ROAD AND IS A C AND GS BENCH MARK DISK HS5318'STAMPED E 996 1966 CEMENTED IN A DRILL HOLE IN THE TOP OF THE HS5318'NORTH RETAINING WALL OF AN IRRIGATION DITCH, 44 FEET NORTH OF THE HS5318'CENTERLINE OF THE ROAD, 5.7 FEET WEST OF A CONCRETE HEAD WALL OF HS5318'A FLOOD GATE, 9.5 FEET NORTHWEST OF A CONTROL VALVE, 1.5 FEET HS5318'EAST OF THE WEST END OF THE RETAINING WALL, AND ABOUT 2-1/2 FEET HS5318'HIGHER THAN THE ROAD. HS5318' HS5318'TO REACH THE AZIMUTH MARK FROM THE STATION SITE GO EAST ON HS5318'MARSHALL ROAD 1.0 MILE TO THE MARK ON THE LEFT. HS5318' HS5318'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN HS5318'3 MILES SE OF PATTERSON. HS5318 HS5318 STATION RECOVERY (1978) HS5318 HS5318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN) HS5318'3.0 MILES (4.8 KM) SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY HS5318'RAILROAD FROM THE STATION IN PATTERSON, AT THE CROSSING OF MARSHALL HS5318'ROAD, 141.6 FEET (43.2 M) NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY HS5318'33, 63.6 FEET (19.4 M) NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD HS5318'TRACK, 26.3 FEET (8.0 M) SOUTH OF THE CENTERLINE OF MARSHALL ROAD, 9.8 HS5318'FEET (3.0 M) NORTHEAST OF THE NORTHEAST CORNER OF A 6 BY 9 FOOT (2.7 HS5318'M) BY 5 1/2 FOOT HIGH CONCRETE BOX. HS5318 HS5318 STATION RECOVERY (1981) HS5318 HS5318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN) HS5318'THE STATION, PAT 1943 1978, AND REFERENCE MARKS PAT RM 3 AND PAT RM 4 HS5318'WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1978. THE 1978 HS5318'AZIMUTH MARK 2, BENCH MARK E 966, WERE RECOVERED AS DESCRIBED AND IN HS5318'GOOD CONDITION. THE DIRECTIONS AND DISTANCES TO REFERENCE MARKS 3 AND HS5318'4 COMPARED FAVORABLY WITH THE 1978 OBSERVATIONS. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4338 *********************************************************************** AA4338 DESIGNATION - PAT RM 4 AA4338 PID - AA4338 AA4338 STATE/COUNTY- CA/STANISLAUS AA4338 USGS QUAD - CROWS LANDING (1980) AA4338 AA4338 *CURRENT SURVEY CONTROL AA4338 ___________________________________________________________________ AA4338* NAD 83(1986)- 37 26 05. (N) 121 06 04. (W) SCALED AA4338* NAVD 88 - 35.38 (+/-2cm) 116.1 (feet) VERTCON AA4338 ___________________________________________________________________ AA4338 GEOID HEIGHT- -32.51 (meters) GEOID99 AA4338 AA4338 VERT ORDER - THIRD (See Below) AA4338 AA4338.The horizontal coordinates were scaled from a topographic map and have AA4338.an estimated accuracy of +/- 6 seconds. AA4338 AA4338.The NAVD 88 height was computed by applying the VERTCON shift value to AA4338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4338.The vertical order pertains to the superseded datum. AA4338 AA4338.The geoid height was determined by GEOID99. AA4338 AA4338; North East Units Estimated Accuracy AA4338;SPC CA 3 - 603,910. 1,946,800. MT (+/- 180 meters Scaled) AA4338 AA4338 SUPERSEDED SURVEY CONTROL AA4338 AA4338 NGVD 29 - 34.64 (m) 113.6 (f) RESET 3 AA4338 AA4338.Superseded values are not recommended for survey control. AA4338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4338.See file dsdata.txt to determine how the superseded data were derived. AA4338 AA4338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG679447(NAD 83) AA4338_MARKER: DR = REFERENCE MARK DISK AA4338_SETTING: 32 = CULVERT HEADWALL AA4338_STAMPING: PAT 1943 NO 4 1978 AA4338_MARK LOGO: NGS AA4338_MAGNETIC: N = NO MAGNETIC MATERIAL AA4338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4338+STABILITY: SURFACE MOTION AA4338 AA4338 HISTORY - Date Condition Report By AA4338 HISTORY - 1978 MONUMENTED NGS AA4338 HISTORY - 19781117 GOOD NGS AA4338 AA4338 STATION DESCRIPTION AA4338 AA4338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN) AA4338'3.0 MILES (4.8 KM) SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY AA4338'RAILROAD FROM THE STATION IN PATTERSON, AT THE CROSSING OF MARSHALL AA4338'ROAD, IN THE TOP OF THE NORTHEAST CONCRETE HEADWALL OF A 24 INCH AA4338'CORRUGATED METAL PIPE CULVERT UNDER THE RAILROAD TRACK AND STATE AA4338'HIGHWAY 33, 95.3 FEET (29.0 M) NORTHEAST OF THE CENTERLINE OF THE AA4338'HIGHWAY, 17.3 FEET (5.3 M) NORTHEAST OF THE NORTHEAST RAIL OF THE AA4338'TRACK, 37.8 FEET (11.5 M) SOUTH OF THE CENTERLINE OF MARSHALL ROAD, AA4338'48.1 FEET (14.7 M) WEST-SOUTHWEST OF HORIZONTAL CONTROL STATION PAT AA4338'RESET 1978, 6.4 FEET (2.0 M) NORTHWEST OF BM E 932. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5462 *********************************************************************** HS5462 DESIGNATION - Q 796 RESET HS5462 PID - HS5462 HS5462 STATE/COUNTY- CA/STANISLAUS HS5462 USGS QUAD - BACHELOR VALLEY (1987) HS5462 HS5462 *CURRENT SURVEY CONTROL HS5462 ___________________________________________________________________ HS5462* NAD 83(1986)- 37 55 15. (N) 120 50 37. (W) SCALED HS5462* NAVD 88 - 55.91 (+/-2cm) 183.4 (feet) VERTCON HS5462 ___________________________________________________________________ HS5462 GEOID HEIGHT- -30.89 (meters) GEOID99 HS5462 HS5462 VERT ORDER - THIRD (See Below) HS5462 HS5462.The horizontal coordinates were scaled from a topographic map and have HS5462.an estimated accuracy of +/- 6 seconds. HS5462 HS5462.The NAVD 88 height was computed by applying the VERTCON shift value to HS5462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS5462.The vertical order pertains to the superseded datum. HS5462 HS5462.The geoid height was determined by GEOID99. HS5462 HS5462; North East Units Estimated Accuracy HS5462;SPC CA 3 - 657,740. 1,969,790. MT (+/- 180 meters Scaled) HS5462 HS5462 SUPERSEDED SURVEY CONTROL HS5462 HS5462 NGVD 29 - 55.18 (m) 181.0 (f) RESET 3 HS5462 HS5462.Superseded values are not recommended for survey control. HS5462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5462.See file dsdata.txt to determine how the superseded data were derived. HS5462 HS5462_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG895992(NAD 83) HS5462_MARKER: DV = VERTICAL CONTROL DISK HS5462_SETTING: 31 = BRIDGE GUARDRAIL HS5462_STAMPING: Q 796 RESET 1990 HS5462_MARK LOGO: NGS HS5462_MAGNETIC: N = NO MAGNETIC MATERIAL HS5462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS5462 HS5462 HISTORY - Date Condition Report By HS5462 HISTORY - 1990 MONUMENTED CA-099 HS5462 HS5462 STATION DESCRIPTION HS5462 HS5462'DESCRIBED BY STANISLAUS COUNTY CALIFORNIA 1990 HS5462'3.55 FEET (1.08 M) NORTH OF SOUTHWEST CORNER OF BRIDGE HEADWALL OF HS5462'BRIDGE RAIL, 0.8 FEET (24.4 CM) EAST OF WEST EDGE OF BRIDGE DECK, HS5462'BRIDGE 982 IS OVER HOODS CREEK, 0.4 MILES (0.6 KM) NORTH OF DUNTON HS5462'ROAD, 1.6 MILES (2.6 KM) SOUTH OF HIGHWAY 4 ON MILTON ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0224 *********************************************************************** HS0224 DESIGNATION - R 799 RESET 1969 HS0224 PID - HS0224 HS0224 STATE/COUNTY- CA/STANISLAUS HS0224 USGS QUAD - SALIDA (1987) HS0224 HS0224 *CURRENT SURVEY CONTROL HS0224 ___________________________________________________________________ HS0224* NAD 83(1986)- 37 43 13. (N) 121 05 53. (W) SCALED HS0224* NAVD 88 - 21.34 (+/-2cm) 70.0 (feet) VERTCON HS0224 ___________________________________________________________________ HS0224 GEOID HEIGHT- -32.02 (meters) GEOID99 HS0224 HS0224 VERT ORDER - THIRD (See Below) HS0224 HS0224.The horizontal coordinates were scaled from a topographic map and have HS0224.an estimated accuracy of +/- 6 seconds. HS0224 HS0224.The NAVD 88 height was computed by applying the VERTCON shift value to HS0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0224.The vertical order pertains to the superseded datum. HS0224 HS0224.The geoid height was determined by GEOID99. HS0224 HS0224; North East Units Estimated Accuracy HS0224;SPC CA 3 - 635,600. 1,947,280. MT (+/- 180 meters Scaled) HS0224 HS0224 SUPERSEDED SURVEY CONTROL HS0224 HS0224 NGVD 29 - 20.62 (m) 67.7 (f) RESET 3 HS0224 HS0224.Superseded values are not recommended for survey control. HS0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0224.See file dsdata.txt to determine how the superseded data were derived. HS0224 HS0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG676764(NAD 83) HS0224_MARKER: DB = BENCH MARK DISK HS0224_SETTING: 30 = CONCRETE BOX HS0224_STAMPING: R 799 RESET 1969 HS0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS0224 HS0224 HISTORY - Date Condition Report By HS0224 HISTORY - 1969 MONUMENTED CADH HS0224 HISTORY - 1970 GOOD NGS HS0224 HS0224 STATION DESCRIPTION HS0224 HS0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 HS0224'1.3 MI NW FROM SALIDA. HS0224'1.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE HS0224'STATION AT SALIDA, 2.1 MILES SOUTHEAST OF THE STATION AT RIPON, HS0224'AT THE CROSSING OF MODESTO IRRIGATION DISTRICT LATERAL NO. 8, 49 HS0224'FEET NORTHEAST OF THE NORTHEAST RAIL, 19 FEET SOUTHWEST OF THE EDGE HS0224'OF PAVED SHOULDER OF THE SOUTH BOUND LANES OF U.S. HIGHWAY 99, HS0224'SET IN THE TOP OF A 4 FOOT BY 9 FOOT CONCRETE BOX NEAR THE WEST HS0224'CORNER AND ABOUT 1.5 FEET BELOW THE HIGHWAY. HS0224'NOTE-- THE SOUTH BOUND LANES OF U.S. HIGHWAY 99 ARE TO BE CONSTRUCTED HS0224'IN THE SUMMER OF 1970. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5469 *********************************************************************** HS5469 DESIGNATION - S 675 RESET HS5469 PID - HS5469 HS5469 STATE/COUNTY- CA/STANISLAUS HS5469 USGS QUAD - WESTLEY (1991) HS5469 HS5469 *CURRENT SURVEY CONTROL HS5469 ___________________________________________________________________ HS5469* NAD 83(1986)- 37 33 54. (N) 121 10 46. (W) SCALED HS5469* NAVD 88 - 17.11 (+/-2cm) 56.1 (feet) VERTCON HS5469 ___________________________________________________________________ HS5469 GEOID HEIGHT- -32.33 (meters) GEOID99 HS5469 HS5469 VERT ORDER - THIRD (See Below) HS5469 HS5469.The horizontal coordinates were scaled from a topographic map and have HS5469.an estimated accuracy of +/- 6 seconds. HS5469 HS5469.The NAVD 88 height was computed by applying the VERTCON shift value to HS5469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS5469.The vertical order pertains to the superseded datum. HS5469 HS5469.The geoid height was determined by GEOID99. HS5469 HS5469; North East Units Estimated Accuracy HS5469;SPC CA 3 - 618,410. 1,939,980. MT (+/- 180 meters Scaled) HS5469 HS5469 SUPERSEDED SURVEY CONTROL HS5469 HS5469 NGVD 29 - 16.37 (m) 53.7 (f) RESET 3 HS5469 HS5469.Superseded values are not recommended for survey control. HS5469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5469.See file dsdata.txt to determine how the superseded data were derived. HS5469 HS5469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG607591(NAD 83) HS5469_MARKER: DV = VERTICAL CONTROL DISK HS5469_SETTING: 35 = LIGHT POLE BASE HS5469_STAMPING: S 675 RESET 1990 HS5469_MARK LOGO: NGS HS5469_MAGNETIC: N = NO MAGNETIC MATERIAL HS5469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS5469+STABILITY: SURFACE MOTION HS5469 HS5469 HISTORY - Date Condition Report By HS5469 HISTORY - 1990 MONUMENTED CA-099 HS5469 HS5469 STATION DESCRIPTION HS5469 HS5469'DESCRIBED BY STANISLAUS COUNTY CALIFORNIA 1990 HS5469'ON THE SOUTHWESTERLY SIDE OF THE ELECTRIC BOX ON THE NORTHERLY RADIUS HS5469'RETURN ON RIVER ROAD AT MINNIE STREET NEAR THE WESTERLY CORNER OF THE HS5469'OLD TOWN OF GRAYSON. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0230 *********************************************************************** HS0230 DESIGNATION - SALIDA RM 4 HS0230 PID - HS0230 HS0230 STATE/COUNTY- CA/STANISLAUS HS0230 USGS QUAD - SALIDA (1987) HS0230 HS0230 *CURRENT SURVEY CONTROL HS0230 ___________________________________________________________________ HS0230* NAD 83(1986)- 37 42 38. (N) 121 05 11. (W) SCALED HS0230* NAVD 88 - 21.19 (+/-2cm) 69.5 (feet) VERTCON HS0230 ___________________________________________________________________ HS0230 GEOID HEIGHT- -32.02 (meters) GEOID99 HS0230 HS0230 VERT ORDER - THIRD (See Below) HS0230 HS0230.The horizontal coordinates were scaled from a topographic map and have HS0230.an estimated accuracy of +/- 6 seconds. HS0230 HS0230.The NAVD 88 height was computed by applying the VERTCON shift value to HS0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0230.The vertical order pertains to the superseded datum. HS0230 HS0230.The geoid height was determined by GEOID99. HS0230 HS0230; North East Units Estimated Accuracy HS0230;SPC CA 3 - 634,510. 1,948,300. MT (+/- 180 meters Scaled) HS0230 HS0230 SUPERSEDED SURVEY CONTROL HS0230 HS0230 NGVD 29 - 20.47 (m) 67.2 (f) RESET 3 HS0230 HS0230.Superseded values are not recommended for survey control. HS0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0230.See file dsdata.txt to determine how the superseded data were derived. HS0230 HS0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG686754(NAD 83) HS0230_MARKER: DR = REFERENCE MARK DISK HS0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0230_STAMPING: SALIDA 1943 NO 4 1972 HS0230_MARK LOGO: CGS HS0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0230+STABILITY: SURFACE MOTION HS0230 HS0230 HISTORY - Date Condition Report By HS0230 HISTORY - 1972 MONUMENTED NGS HS0230 HISTORY - 1987 GOOD NGS HS0230 HS0230 STATION DESCRIPTION HS0230 HS0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS0230'0.4 MI NW FROM SALIDA. HS0230'0.35 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS0230'FROM THE POST OFFICE AT SALIDA, 195 FEET SOUTHEAST OF THE CROSSING HS0230'OF KIERNAN AVENUE, 138.2 FEET SOUTHWEST OF THE CENTERLINE OF THE HS0230'SOUTHEAST-BOUND LANE OF SALIDA BOULEVARD, 58.8 FEET NORTHWEST OF HS0230'THE SECOND TELEGRAPH POLE SOUTHEAST OF THE CROSSING, 24.5 FEET HS0230'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 35.4 FEET WEST-SOUTHWEST HS0230'OF TRIANGULATION STATION SALIDA 1943 1972, ABOUT 2-1/2 FEET LOWER HS0230'THAN THE TRACK AND SET IN THE TOP OF A CONCRETE POST 0.2 FOOT HS0230'BELOW THE SURFACE OF THE GROUND. HS0230 HS0230 STATION RECOVERY (1987) HS0230 HS0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 HS0230'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0669 *********************************************************************** HS0669 DESIGNATION - SLOUGH RESET 1972 HS0669 PID - HS0669 HS0669 STATE/COUNTY- CA/STANISLAUS HS0669 USGS QUAD - BRUSH LAKE (1976) HS0669 HS0669 *CURRENT SURVEY CONTROL HS0669 ___________________________________________________________________ HS0669* NAD 83(1986)- 37 31 19. (N) 121 04 01. (W) SCALED HS0669* NAVD 88 - 15.49 (+/-2cm) 50.8 (feet) VERTCON HS0669 ___________________________________________________________________ HS0669 GEOID HEIGHT- -32.35 (meters) GEOID99 HS0669 HS0669 VERT ORDER - THIRD (See Below) HS0669 HS0669.The horizontal coordinates were scaled from a topographic map and have HS0669.an estimated accuracy of +/- 6 seconds. HS0669 HS0669.The NAVD 88 height was computed by applying the VERTCON shift value to HS0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0669.The vertical order pertains to the superseded datum. HS0669 HS0669.The geoid height was determined by GEOID99. HS0669 HS0669; North East Units Estimated Accuracy HS0669;SPC CA 3 - 613,570. 1,949,890. MT (+/- 180 meters Scaled) HS0669 HS0669 SUPERSEDED SURVEY CONTROL HS0669 HS0669 NGVD 29 - 14.75 (m) 48.4 (f) RESET 3 HS0669 HS0669.Superseded values are not recommended for survey control. HS0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0669.See file dsdata.txt to determine how the superseded data were derived. HS0669 HS0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG708545(NAD 83) HS0669_MARKER: DS = TRIANGULATION STATION DISK HS0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0669_STAMPING: SLOUGH 1943 1972 HS0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0669+STABILITY: SURFACE MOTION HS0669 HS0669 HISTORY - Date Condition Report By HS0669 HISTORY - 1972 MONUMENTED NGS HS0669 HISTORY - 1972 GOOD NGS HS0669 HS0669 STATION DESCRIPTION HS0669 HS0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS0669'5.6 MI NE FROM PATTERSON. HS0669'3.8 MILES NORTHEAST ALONG LAS PALMAS AVENUE AND WEST MAIN AVENUE HS0669'FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT PATTERSON, HS0669'THENCE 1.8 MILES NORTH ALONG JENNINGS ROAD, AT THE JUNCTION OF HS0669'MONTE VISTA AVENUE LEADING EAST, 35.0 FEET SOUTH OF THE PROJECTED HS0669'CENTERLINE OF MONTE VISTA AVENUE, 26.4 FEET SOUTH-SOUTHEAST OF THE HS0669'SOUTH GATE POST OF A WOODEN GATE, 25.0 FEET WEST OF THE CENTERLINE HS0669'OF JENNINGS ROAD, 16.0 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE, HS0669'5.0 FEET EAST OF A FENCE LINE, ABOUT 2 FEET LOWER THAN THE ROAD, HS0669'AND SET IN THE TOP OF A CONCRETE POST 0.3 FOOT BELOW THE SURFACE HS0669'OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS0670 *********************************************************************** HS0670 DESIGNATION - SLOUGH RM 3 HS0670 PID - HS0670 HS0670 STATE/COUNTY- CA/STANISLAUS HS0670 USGS QUAD - BRUSH LAKE (1976) HS0670 HS0670 *CURRENT SURVEY CONTROL HS0670 ___________________________________________________________________ HS0670* NAD 83(1986)- 37 31 19. (N) 121 04 01. (W) SCALED HS0670* NAVD 88 - 16.02 (+/-2cm) 52.6 (feet) VERTCON HS0670 ___________________________________________________________________ HS0670 GEOID HEIGHT- -32.35 (meters) GEOID99 HS0670 HS0670 VERT ORDER - THIRD (See Below) HS0670 HS0670.The horizontal coordinates were scaled from a topographic map and have HS0670.an estimated accuracy of +/- 6 seconds. HS0670 HS0670.The NAVD 88 height was computed by applying the VERTCON shift value to HS0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0670.The vertical order pertains to the superseded datum. HS0670 HS0670.The geoid height was determined by GEOID99. HS0670 HS0670; North East Units Estimated Accuracy HS0670;SPC CA 3 - 613,570. 1,949,890. MT (+/- 180 meters Scaled) HS0670 HS0670 SUPERSEDED SURVEY CONTROL HS0670 HS0670 NGVD 29 - 15.29 (m) 50.2 (f) RESET 3 HS0670 HS0670.Superseded values are not recommended for survey control. HS0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0670.See file dsdata.txt to determine how the superseded data were derived. HS0670 HS0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG708545(NAD 83) HS0670_MARKER: DR = REFERENCE MARK DISK HS0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0670_STAMPING: SLOUGH 1943 NO 3 1972 HS0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0670+STABILITY: SURFACE MOTION HS0670 HS0670 HISTORY - Date Condition Report By HS0670 HISTORY - 1972 MONUMENTED NGS HS0670 HISTORY - 1972 GOOD NGS HS0670 HS0670 STATION DESCRIPTION HS0670 HS0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS0670'5.6 MI NE FROM PATTERSON. HS0670'3.8 MILES NORTHEAST ALONG LAS PALMAS AVENUE AND WEST MAIN AVENUE HS0670'FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT PATTERSON, HS0670'THENCE 1.8 MILES NORTH ALONG JENNINGS ROAD, AT THE JUNCTION OF HS0670'MONTE VISTA AVENUE LEADING EAST, 75.9 FEET SOUTH OF THE PROJECTED HS0670'CENTERLINE OF MONTE VISTA AVENUE, 40.9 FEET SOUTH OF TRIANGULATION HS0670'STATION SLOUGH 1943 1972, 28.4 FEET WEST OF THE CENTERLINE OF HS0670'JENNINGS ROAD, 1.0 FOOT EAST OF A FENCE LINE, ABOUT LEVEL WITH THE HS0670'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT HS0670'ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2601 *********************************************************************** HS2601 DESIGNATION - T 1130 RESET 1970 HS2601 PID - HS2601 HS2601 STATE/COUNTY- CA/STANISLAUS HS2601 USGS QUAD - CROWS LANDING (1980) HS2601 HS2601 *CURRENT SURVEY CONTROL HS2601 ___________________________________________________________________ HS2601* NAD 83(1986)- 37 25 56. (N) 121 00 43. (W) SCALED HS2601* NAVD 88 - 18.42 (+/-2cm) 60.4 (feet) VERTCON HS2601 ___________________________________________________________________ HS2601 GEOID HEIGHT- -32.48 (meters) GEOID99 HS2601 HS2601 VERT ORDER - THIRD (See Below) HS2601 HS2601.The horizontal coordinates were scaled from a topographic map and have HS2601.an estimated accuracy of +/- 6 seconds. HS2601 HS2601.The NAVD 88 height was computed by applying the VERTCON shift value to HS2601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2601.The vertical order pertains to the superseded datum. HS2601 HS2601.The geoid height was determined by GEOID99. HS2601 HS2601; North East Units Estimated Accuracy HS2601;SPC CA 3 - 603,580. 1,954,690. MT (+/- 180 meters Scaled) HS2601 HS2601 SUPERSEDED SURVEY CONTROL HS2601 HS2601 NGVD 29 - 17.69 (m) 58.0 (f) RESET 3 HS2601 HS2601.Superseded values are not recommended for survey control. HS2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2601.See file dsdata.txt to determine how the superseded data were derived. HS2601 HS2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG758446(NAD 83) HS2601_MARKER: DB = BENCH MARK DISK HS2601_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND HS2601_STAMPING: T-1130 RESET 1970 HS2601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS2601 HS2601 HISTORY - Date Condition Report By HS2601 HISTORY - 1970 MONUMENTED LOCENG HS2601 HS2601 STATION DESCRIPTION HS2601 HS2601'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 HS2601'0.2 MI SE FROM CROWS LANDING. HS2601'0.2 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM HS2601'THE STATION AT CROWS LANDING, THENCE 4.6 MILES NORTHEAST ALONG HS2601'CROWS LANDING ROAD, AT THE INTERSECTION OF CARPENTER ROAD, IN A HS2601'12 INCH DIAMETER CORRUGATED METAL PIPE FILLED WITH CONCRETE, HS2601'8 INCHES ABOVE THE GROUND LEVEL, 150 FEET WEST OF THE CENTER HS2601'LINE OF CROWS LANDING ROAD, 100 FEET SOUTH OF CARPENTER ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2267 *********************************************************************** HS2267 DESIGNATION - T 959 RESET 1972 HS2267 PID - HS2267 HS2267 STATE/COUNTY- CA/STANISLAUS HS2267 USGS QUAD - ESCALON (1976) HS2267 HS2267 *CURRENT SURVEY CONTROL HS2267 ___________________________________________________________________ HS2267* NAD 83(1986)- 37 50 36. (N) 120 52 35. (W) SCALED HS2267* NAVD 88 - 65.86 (+/-2cm) 216.1 (feet) VERTCON HS2267 ___________________________________________________________________ HS2267 GEOID HEIGHT- -31.29 (meters) GEOID99 HS2267 HS2267 VERT ORDER - THIRD (See Below) HS2267 HS2267.The horizontal coordinates were scaled from a topographic map and have HS2267.an estimated accuracy of +/- 6 seconds. HS2267 HS2267.The NAVD 88 height was computed by applying the VERTCON shift value to HS2267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2267.The vertical order pertains to the superseded datum. HS2267 HS2267.The geoid height was determined by GEOID99. HS2267 HS2267; North East Units Estimated Accuracy HS2267;SPC CA 3 - 649,150. 1,966,870. MT (+/- 180 meters Scaled) HS2267 HS2267 SUPERSEDED SURVEY CONTROL HS2267 HS2267 NGVD 29 - 65.12 (m) 213.6 (f) RESET 3 HS2267 HS2267.Superseded values are not recommended for survey control. HS2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2267.See file dsdata.txt to determine how the superseded data were derived. HS2267 HS2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG868905(NAD 83) HS2267_MARKER: DB = BENCH MARK DISK HS2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS2267_STAMPING: T 959 RESET 1972 HS2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS2267+STABILITY: SURFACE MOTION HS2267 HS2267 HISTORY - Date Condition Report By HS2267 HISTORY - 1972 MONUMENTED CA-099 HS2267 HISTORY - 1972 GOOD NGS HS2267 HS2267 STATION DESCRIPTION HS2267 HS2267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HS2267'6.2 MI NNW FROM OAKDALE. HS2267'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE SOUTHERN HS2267'PACIFIC RAILROAD STATION AT OAKDALE, THENCE 4.35 MILES NORTH ALONG HS2267'TWENTY-SIX MILE ROAD, 5.6 MILES SOUTHWEST OF EUGENE, 0.35 MILE HS2267'SOUTH OF THE MAIN ENTRANCE TO THE WOODWARD RESERVOIR, 90 FEET HS2267'NORTH OF AN ANGLE POINT IN THE FENCE LINE OF THE WEST FENCE, 26 HS2267'FEET EAST OF THE EXISTING YELLOW LINE, 1.5 FEET EAST OF THE FENCE HS2267'LINE, ABOUT 2 FEET HIGHER THAN THE ROAD AND SET IN THE TOP OF HS2267'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS1518 *********************************************************************** HS1518 DESIGNATION - TURLOCK RESET 1973 HS1518 PID - HS1518 HS1518 STATE/COUNTY- CA/STANISLAUS HS1518 USGS QUAD - TURLOCK (1976) HS1518 HS1518 *CURRENT SURVEY CONTROL HS1518 ___________________________________________________________________ HS1518* NAD 83(1986)- 37 29 28. (N) 120 50 38. (W) SCALED HS1518* NAVD 88 - 31.38 (+/-2cm) 103.0 (feet) VERTCON HS1518 ___________________________________________________________________ HS1518 GEOID HEIGHT- -32.01 (meters) GEOID99 HS1518 HS1518 VERT ORDER - THIRD (See Below) HS1518 HS1518.The horizontal coordinates were scaled from a topographic map and have HS1518.an estimated accuracy of +/- 6 seconds. HS1518 HS1518.The NAVD 88 height was computed by applying the VERTCON shift value to HS1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1518.The vertical order pertains to the superseded datum. HS1518 HS1518.The geoid height was determined by GEOID99. HS1518 HS1518; North East Units Estimated Accuracy HS1518;SPC CA 3 - 610,050. 1,969,590. MT (+/- 180 meters Scaled) HS1518 HS1518 SUPERSEDED SURVEY CONTROL HS1518 HS1518 NGVD 29 - 30.69 (m) 100.7 (f) RESET 3 HS1518 HS1518.Superseded values are not recommended for survey control. HS1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1518.See file dsdata.txt to determine how the superseded data were derived. HS1518 HS1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG906515(NAD 83) HS1518_MARKER: DS = TRIANGULATION STATION DISK HS1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1518_STAMPING: TURLOCK 1943 1973 HS1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1518+STABILITY: SURFACE MOTION HS1518 HS1518 HISTORY - Date Condition Report By HS1518 HISTORY - 1973 MONUMENTED NGS HS1518 HS1518 STATION DESCRIPTION HS1518 HS1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 HS1518'AT TURLOCK. HS1518'AT TURLOCK, 0.2 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC HS1518'COMPANY RAILROAD FROM THE STATION, 66 FEET NORTHEAST OF THE HS1518'CENTER OF THE T-JUNCTION OF SOUTH FIRST AND B STREETS, 65.9 FEET HS1518'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 41 FEET HS1518'NORTHEAST OF A FIRE PLUG ON THE NORTHEAST SIDE OF SOUTH FIRST HS1518'STREET, 4 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1-1/2 HS1518'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST HS1518'FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2604 *********************************************************************** HS2604 DESIGNATION - U 1130 RESET 1970 HS2604 PID - HS2604 HS2604 STATE/COUNTY- CA/STANISLAUS HS2604 USGS QUAD - CROWS LANDING (1980) HS2604 HS2604 *CURRENT SURVEY CONTROL HS2604 ___________________________________________________________________ HS2604* NAD 83(1986)- 37 26 57. (N) 121 00 11. (W) SCALED HS2604* NAVD 88 - 18.43 (+/-2cm) 60.5 (feet) VERTCON HS2604 ___________________________________________________________________ HS2604 GEOID HEIGHT- -32.43 (meters) GEOID99 HS2604 HS2604 VERT ORDER - THIRD (See Below) HS2604 HS2604.The horizontal coordinates were scaled from a topographic map and have HS2604.an estimated accuracy of +/- 6 seconds. HS2604 HS2604.The NAVD 88 height was computed by applying the VERTCON shift value to HS2604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2604.The vertical order pertains to the superseded datum. HS2604 HS2604.The geoid height was determined by GEOID99. HS2604 HS2604; North East Units Estimated Accuracy HS2604;SPC CA 3 - 605,460. 1,955,490. MT (+/- 180 meters Scaled) HS2604 HS2604 SUPERSEDED SURVEY CONTROL HS2604 HS2604 NGVD 29 - 17.71 (m) 58.1 (f) RESET 3 HS2604 HS2604.Superseded values are not recommended for survey control. HS2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2604.See file dsdata.txt to determine how the superseded data were derived. HS2604 HS2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG766465(NAD 83) HS2604_MARKER: DB = BENCH MARK DISK HS2604_SETTING: 30 = CONCRETE HEADWALL HS2604_STAMPING: U 1130 RESET 1970 HS2604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS2604 HS2604 HISTORY - Date Condition Report By HS2604 HISTORY - 1970 MONUMENTED LOCENG HS2604 HS2604 STATION DESCRIPTION HS2604 HS2604'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 HS2604'0.2 MI SE FROM CROWS LANDING. HS2604'0.2 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM HS2604'THE STATION AT CROWS LANDING, THENCE 5.95 MILES NORTHEAST ALONG HS2604'CROWS LANDING ROAD, TO THE JUNCTION OF BRADBURY ROAD, IN THE HS2604'TOP OF A CONCRETE HEADWALL 250 FEET WEST OF THE CENTER LINE OF HS2604'CROWS LANDING ROAD, 25 FEET SOUTH OF THE CENTER LINE OF T.I.D. HS2604'LATERAL 5-1/2, AND 15 FEET NORTH OF THE WESTERLY EXTENSION OF HS2604'THE CENTER LINE OF BRADBURY ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2362 *********************************************************************** HS2362 DESIGNATION - V 192 HS2362 PID - HS2362 HS2362 STATE/COUNTY- CA/STANISLAUS HS2362 USGS QUAD - CROWS LANDING (1980) HS2362 HS2362 *CURRENT SURVEY CONTROL HS2362 ___________________________________________________________________ HS2362* NAD 83(1986)- 37 27 34. (N) 121 07 07. (W) SCALED HS2362* NAVD 88 - 32.71 (+/-2cm) 107.3 (feet) VERTCON HS2362 ___________________________________________________________________ HS2362 GEOID HEIGHT- -32.46 (meters) GEOID99 HS2362 HS2362 VERT ORDER - FIRST CLASS II (See Below) HS2362 HS2362.The horizontal coordinates were scaled from a topographic map and have HS2362.an estimated accuracy of +/- 6 seconds. HS2362 HS2362.The NAVD 88 height was computed by applying the VERTCON shift value to HS2362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2362.The vertical order pertains to the superseded datum. HS2362 HS2362.The geoid height was determined by GEOID99. HS2362 HS2362; North East Units Estimated Accuracy HS2362;SPC CA 3 - 606,660. 1,945,270. MT (+/- 180 meters Scaled) HS2362 HS2362 SUPERSEDED SURVEY CONTROL HS2362 HS2362 NGVD 29 - 31.965 (m) 104.87 (f) ADJ UNCH 1 2 HS2362 HS2362.Superseded values are not recommended for survey control. HS2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2362.See file dsdata.txt to determine how the superseded data were derived. HS2362 HS2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG663475(NAD 83) HS2362_MARKER: DB = BENCH MARK DISK HS2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS2362_STAMPING: V 192 1935 HS2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS2362+STABILITY: SURFACE MOTION HS2362 HS2362 HISTORY - Date Condition Report By HS2362 HISTORY - 1935 MONUMENTED CGS HS2362 HISTORY - 1958 GOOD NGS HS2362 HISTORY - 1965 GOOD NGS HS2362 HISTORY - 20021118 MARK NOT FOUND CONDOR HS2362 HS2362 STATION DESCRIPTION HS2362 HS2362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 HS2362'1 MI SE FROM PATTERSON. HS2362'1.0 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS2362'FROM THE STATION AT PATTERSON, IN R8E T5S S32, 29 1/2 FEET HS2362'SOUTHWEST OF THE SOUTHWEST RAIL, 37 FEET NORTHEAST OF THE HS2362'CENTER LINE OF STATE HIGHWAY 33, 18 FEET EAST OF A POWER LINE HS2362'POLE WITH A GUY WIRE, 9 1/2 FEET SOUTHEAST OF MILEPOLE 108, HS2362'1.5 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN HS2362'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 HS2362'FOOT ABOVE THE GROUND. HS2362 HS2362 STATION RECOVERY (1965) HS2362 HS2362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 HS2362'RECOVERED IN GOOD CONDITION. HS2362 HS2362 STATION RECOVERY (2002) HS2362 HS2362'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) HS2362'NEW LOCATIONS FOR MILE MARKER AND POWER LINES. TRACKS MAY HAVE BEEN HS2362'RAISED 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH5764 *********************************************************************** AH5764 DESIGNATION - W 1130 RESET AH5764 PID - AH5764 AH5764 STATE/COUNTY- CA/STANISLAUS AH5764 USGS QUAD - HATCH (1973) AH5764 AH5764 *CURRENT SURVEY CONTROL AH5764 ___________________________________________________________________ AH5764* NAD 83(1986)- 37 26 56. (N) 120 58 17. (W) SCALED AH5764* NAVD 88 - 19.51 (+/-2cm) 64.0 (feet) VERTCON AH5764 ___________________________________________________________________ AH5764 GEOID HEIGHT- -32.38 (meters) GEOID99 AH5764 AH5764 VERT ORDER - THIRD (See Below) AH5764 AH5764.The horizontal coordinates were scaled from a topographic map and have AH5764.an estimated accuracy of +/- 6 seconds. AH5764 AH5764.The NAVD 88 height was computed by applying the VERTCON shift value to AH5764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH5764.The vertical order pertains to the superseded datum. AH5764 AH5764.The geoid height was determined by GEOID99. AH5764 AH5764; North East Units Estimated Accuracy AH5764;SPC CA 3 - 605,410. 1,958,290. MT (+/- 180 meters Scaled) AH5764 AH5764 SUPERSEDED SURVEY CONTROL AH5764 AH5764 NGVD 29 - 18.79 (m) 61.6 (f) RESET 3 AH5764 AH5764.Superseded values are not recommended for survey control. AH5764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH5764.See file dsdata.txt to determine how the superseded data were derived. AH5764 AH5764_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG794466(NAD 83) AH5764_MARKER: DV = VERTICAL CONTROL DISK AH5764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH5764_STAMPING: W 1130 RESET 1977 AH5764_MARK LOGO: NGS AH5764_PROJECTION: FLUSH AH5764_MAGNETIC: N = NO MAGNETIC MATERIAL AH5764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH5764+STABILITY: SURFACE MOTION AH5764 AH5764 HISTORY - Date Condition Report By AH5764 HISTORY - 1977 MONUMENTED CA-099 AH5764 AH5764 STATION DESCRIPTION AH5764 AH5764'DESCRIBED BY STANISLAUS COUNTY CALIFORNIA 1977 (BCL) AH5764'0.2 MILE (0.3 KM) SOUTHEAST ALONG SOUTHERN PACIFIC RAILROAD FROM AH5764'STATION AT CROWS LANDING, THENCE 5.95 MILES (9.58 KM) NORTHEAST OF AH5764'CROWS LANDING ROAD, THENCE 1.8 MILES (2.9 KM) EAST ALONG BRADBURY AH5764'ROAD, 0.3 MILE (0.5 KM) EAST OF JUNCTION OF MORGAN ROAD IN THE TOP OF AH5764'A 1X1 FOOT SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND, 15 FEET AH5764'(4.6 M) SOUTH OF THE CENTERLINE OF BRADBURY ROAD, 2 FEET (0.6 M) WEST AH5764'OF A 4X6 INCH GUARD POST FOR A GAS LINE, 1 FOOT (0.3 M) EAST OF A AH5764'WITNESS POST, AND ABOUT 1 FOOT (0.3 M) LOWER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5443 *********************************************************************** HS5443 DESIGNATION - X 927 RESET HS5443 PID - HS5443 HS5443 STATE/COUNTY- CA/STANISLAUS HS5443 USGS QUAD - HATCH (1973) HS5443 HS5443 *CURRENT SURVEY CONTROL HS5443 ___________________________________________________________________ HS5443* NAD 83(1986)- 37 29 31. (N) 120 54 12. (W) SCALED HS5443* NAVD 88 - 26.97 (+/-2cm) 88.5 (feet) VERTCON HS5443 ___________________________________________________________________ HS5443 GEOID HEIGHT- -32.14 (meters) GEOID99 HS5443 HS5443 VERT ORDER - THIRD (See Below) HS5443 HS5443.The horizontal coordinates were scaled from a topographic map and have HS5443.an estimated accuracy of +/- 6 seconds. HS5443 HS5443.The NAVD 88 height was computed by applying the VERTCON shift value to HS5443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS5443.The vertical order pertains to the superseded datum. HS5443 HS5443.The geoid height was determined by GEOID99. HS5443 HS5443; North East Units Estimated Accuracy HS5443;SPC CA 3 - 610,160. 1,964,330. MT (+/- 180 meters Scaled) HS5443 HS5443 SUPERSEDED SURVEY CONTROL HS5443 HS5443 NGVD 29 - 26.28 (m) 86.2 (f) RESET 3 HS5443 HS5443.Superseded values are not recommended for survey control. HS5443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5443.See file dsdata.txt to determine how the superseded data were derived. HS5443 HS5443_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG853515(NAD 83) HS5443_MARKER: DV = VERTICAL CONTROL DISK HS5443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS5443_STAMPING: X 927 RESET 1980 HS5443_MARK LOGO: NGS HS5443_MAGNETIC: N = NO MAGNETIC MATERIAL HS5443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS5443+STABILITY: SURFACE MOTION HS5443 HS5443 HISTORY - Date Condition Report By HS5443 HISTORY - 1980 MONUMENTED CA-099 HS5443 HS5443 STATION DESCRIPTION HS5443 HS5443'DESCRIBED BY STANISLAUS COUNTY CALIFORNIA 1980 HS5443'2.9 MILES (4.7 KM) WEST ALONG WEST MAIN AVENUE FROM THE POST OFFICE HS5443'IN TURLOCK IN R10E, T5S, S.19, AT THE INTERSECTION WITH WASHINGTON HS5443'ROAD, 27 FEET (8.2 M) NORTH OF CENTER LINE OF WEST MAIN AVENUE, AND HS5443'26 FEET (7.9 M) EAST OF CENTER LINE OF WASHINGTON ROAD, ONE FOOT HS5443'HIGHER THAN ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS5471 *********************************************************************** HS5471 DESIGNATION - Y 1130 RESET HS5471 PID - HS5471 HS5471 STATE/COUNTY- CA/STANISLAUS HS5471 USGS QUAD - CROWS LANDING (1980) HS5471 HS5471 *CURRENT SURVEY CONTROL HS5471 ___________________________________________________________________ HS5471* NAD 83(1986)- 37 26 05. (N) 121 03 35. (W) SCALED HS5471* NAVD 88 - 20.52 (+/-2cm) 67.3 (feet) VERTCON HS5471 ___________________________________________________________________ HS5471 GEOID HEIGHT- -32.51 (meters) GEOID99 HS5471 HS5471 VERT ORDER - THIRD (See Below) HS5471 HS5471.The horizontal coordinates were scaled from a topographic map and have HS5471.an estimated accuracy of +/- 6 seconds. HS5471 HS5471.The NAVD 88 height was computed by applying the VERTCON shift value to HS5471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS5471.The vertical order pertains to the superseded datum. HS5471 HS5471.The geoid height was determined by GEOID99. HS5471 HS5471; North East Units Estimated Accuracy HS5471;SPC CA 3 - 603,880. 1,950,470. MT (+/- 180 meters Scaled) HS5471 HS5471 SUPERSEDED SURVEY CONTROL HS5471 HS5471 NGVD 29 - 19.78 (m) 64.9 (f) RESET 3 HS5471 HS5471.Superseded values are not recommended for survey control. HS5471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5471.See file dsdata.txt to determine how the superseded data were derived. HS5471 HS5471_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG716448(NAD 83) HS5471_MARKER: DV = VERTICAL CONTROL DISK HS5471_SETTING: 35 = IRRIGATION BOX HS5471_STAMPING: Y 1130 RESET 1992 HS5471_MARK LOGO: NGS HS5471_MAGNETIC: N = NO MAGNETIC MATERIAL HS5471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS5471+STABILITY: SURFACE MOTION HS5471 HS5471 HISTORY - Date Condition Report By HS5471 HISTORY - 1992 MONUMENTED CA-099 HS5471 HS5471 STATION DESCRIPTION HS5471 HS5471'DESCRIBED BY STANISLAUS COUNTY CALIFORNIA 1992 HS5471'3.0 MILES (4.8 KM) SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM HS5471'THE STATION IN PATTERSON, THENCE 2.3 MILES (3.7 KM) EAST ALONG HS5471'MARSHALL ROAD, AT THE JUNCTION OF ELM AVENUE NORTHWEST, SET IN THE HS5471'TOP OF THE SOUTHEAST CORNER OF A CONCRETE IRRIGATION BOX(BM IS 1.2 HS5471'FEET (0.4 M) WEST OF THE SOUTHEAST CORNER OF BOX) AT THE NORTHEAST HS5471'CORNER OF MARSHALL ROAD AND ELM AVENUE, 36 DEGREES NORTHEASTERLY OF HS5471'THE YELLOW LINE OF ELM AVENUE NORTHWEST, 33.5 FEET (10.2 M) NORTH OF HS5471'MARSHALL ROAD YELLOW LINE, NEW MONUMENT IS 80 FEET (24.4 M) EAST OF HS5471'OLD MONUMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HS2459 *********************************************************************** HS2459 DESIGNATION - Z 1130 RESET 1968 HS2459 PID - HS2459 HS2459 STATE/COUNTY- CA/STANISLAUS HS2459 USGS QUAD - CROWS LANDING (1980) HS2459 HS2459 *CURRENT SURVEY CONTROL HS2459 ___________________________________________________________________ HS2459* NAD 83(1986)- 37 26 06. (N) 121 02 24. (W) SCALED HS2459* NAVD 88 - 18.96 (+/-2cm) 62.2 (feet) VERTCON HS2459 ___________________________________________________________________ HS2459 GEOID HEIGHT- -32.50 (meters) GEOID99 HS2459 HS2459 VERT ORDER - THIRD (See Below) HS2459 HS2459.The horizontal coordinates were scaled from a topographic map and have HS2459.an estimated accuracy of +/- 6 seconds. HS2459 HS2459.The NAVD 88 height was computed by applying the VERTCON shift value to HS2459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS2459.The vertical order pertains to the superseded datum. HS2459 HS2459.The geoid height was determined by GEOID99. HS2459 HS2459; North East Units Estimated Accuracy HS2459;SPC CA 3 - 603,910. 1,952,210. MT (+/- 180 meters Scaled) HS2459 HS2459 SUPERSEDED SURVEY CONTROL HS2459 HS2459 NGVD 29 - 18.23 (m) 59.8 (f) RESET 3 HS2459 HS2459.Superseded values are not recommended for survey control. HS2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS2459.See file dsdata.txt to determine how the superseded data were derived. HS2459 HS2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG734449(NAD 83) HS2459_MARKER: DB = BENCH MARK DISK HS2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS2459_STAMPING: Z 1130 RESET 1968 HS2459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS2459+STABILITY: SURFACE MOTION HS2459 HS2459 HISTORY - Date Condition Report By HS2459 HISTORY - 1968 MONUMENTED LOCENG HS2459 HS2459 STATION DESCRIPTION HS2459 HS2459'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 HS2459'6.3 MI SE FROM PATTERSON. HS2459'3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE HS2459'STATION AT PATTERSON, THENCE 3.3 MILES EAST ALONG MARSHALL HS2459'ROAD, 0.2 MILE EAST OF THE JUNCTION OF TULIP ROAD, 0.2 WEST OF HS2459'THE CENTER OF A SHARP CURVE, 31 FEET NORTH OF THE CENTER LINE OF HS2459'THE ROAD, ABOUT 0.5 FOOT LOWER THAN THE ROAD, 15.5 NORTHEAST OF HS2459'AN 8 INCH WALNUT TREE, 10.5 FEET SOUTHWEST OF A 7 INCH WALNUT HS2459'TREE, 10.5 FEET WEST-SOUTHWEST OF A POWER LINE POLE AND ON THE HS2459'NORTHWEST SIDE OF IN LINE WITH POWER LINE POLES. NOTE-- IT HS2459'IS BELIEVED THAT MARK IS SET IN THE TOP A CONCRETE POST.