1 National Geodetic Survey, Retrieval Date = JANUARY 3, 2005 HS1783 *********************************************************************** HS1783 DESIGNATION - A 941 HS1783 PID - HS1783 HS1783 STATE/COUNTY- CA/MERCED HS1783 USGS QUAD - ARENA (1987) HS1783 HS1783 *CURRENT SURVEY CONTROL HS1783 ___________________________________________________________________ HS1783* NAD 83(1986)- 37 17 59. (N) 120 43 28. (W) SCALED HS1783* NAVD 88 - 30.69 (+/-2cm) 100.7 (feet) VERTCON HS1783 ___________________________________________________________________ HS1783 GEOID HEIGHT- -32.31 (meters) GEOID03 HS1783 HS1783 VERT ORDER - SECOND CLASS 0 (See Below) HS1783 HS1783.The horizontal coordinates were scaled from a topographic map and have HS1783.an estimated accuracy of +/- 6 seconds. HS1783 HS1783.The NAVD 88 height was computed by applying the VERTCON shift value to HS1783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1783.The vertical order pertains to the NGVD 29 superseded value. HS1783 HS1783.The geoid height was determined by GEOID03. HS1783 HS1783; North East Units Estimated Accuracy HS1783;SPC CA 3 - 588,780. 1,980,100. MT (+/- 180 meters Scaled) HS1783 HS1783 SUPERSEDED SURVEY CONTROL HS1783 HS1783 NGVD 29 (??/??/92) 29.956 (m) 98.28 (f) ADJ UNCH 2 0 HS1783 HS1783.Superseded values are not recommended for survey control. HS1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1783.See file dsdata.txt to determine how the superseded data were derived. HS1783 HS1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG016305(NAD 83) HS1783_MARKER: DB = BENCH MARK DISK HS1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1783_STAMPING: A 941 1958 HS1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1783+STABILITY: SURFACE MOTION HS1783 HS1783 HISTORY - Date Condition Report By HS1783 HISTORY - 1958 MONUMENTED CGS HS1783 HISTORY - 20041112 POOR CONDOR HS1783 HS1783 STATION DESCRIPTION HS1783 HS1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 HS1783'8.1 MI E FROM STEVINSON. HS1783'1.0 MILE SOUTH ALONG LANDER AVENUE FROM THE MERCED COUNTY FIRE HS1783'STATION AT STEVINSON, THENCE 7.1 MILES EAST ALONG STATE HIGHWAY HS1783'140, 6.0 MILES SOUTH OF LIVINGSTON, IN R11E T7S S26, 34 FEET HS1783'SOUTHWEST OF THE CENTER OF THE T JUNCTION OF LINCOLN BOULEVARD HS1783'(ROAD 297), 23 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 22 HS1783'FEET WEST OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTH, 4 FEET HS1783'EAST OF A POWER LINE POLE WITH A GUY WIRE, 4 FEET WEST OF A FENCE HS1783'CORNER POST, 2.4 FEET WEST OF AN 8-BY 8-FOOT WOODEN HIGHWAY HS1783'MARKER POST, 2 FEET NORTH OF A BOARD FENCE, 1.6 FEET EAST OF A HS1783'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP HS1783'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. HS1783 HS1783 STATION RECOVERY (2004) HS1783 HS1783'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2004 (DLS) HS1783'MONUMENT WAS FOUND IN CONCRETE POST LYING ON IT'S SIDE AT THE FENCE HS1783'CORNER AT THE SOUTHWEST CORNER OF A T INTERSECTION OF HWY 140 AND A HS1783'PAVED ROAD TO THE SOUTH 1 National Geodetic Survey, Retrieval Date = JANUARY 3, 2005 HS1571 *********************************************************************** HS1571 DESIGNATION - HWY 99 STA 39+09 HS1571 PID - HS1571 HS1571 STATE/COUNTY- CA/MERCED HS1571 USGS QUAD - ATWATER (1987) HS1571 HS1571 *CURRENT SURVEY CONTROL HS1571 ___________________________________________________________________ HS1571* NAD 83(1986)- 37 18 29. (N) 120 30 13. (W) SCALED HS1571* NAVD 88 - 53.362 (meters) 175.07 (feet) ADJUSTED HS1571 ___________________________________________________________________ HS1571 GEOID HEIGHT- -31.87 (meters) GEOID03 HS1571 DYNAMIC HT - 53.323 (meters) 174.94 (feet) COMP HS1571 MODELED GRAV- 979,891.9 (mgal) NAVD 88 HS1571 HS1571 VERT ORDER - FIRST CLASS II HS1571 HS1571.The horizontal coordinates were scaled from a topographic map and have HS1571.an estimated accuracy of +/- 6 seconds. HS1571 HS1571.The orthometric height was determined by differential leveling HS1571.and adjusted by the National Geodetic Survey in June 1991. HS1571 HS1571.The geoid height was determined by GEOID03. HS1571 HS1571.The dynamic height is computed by dividing the NAVD 88 HS1571.geopotential number by the normal gravity value computed on the HS1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1571.degrees latitude (g = 980.6199 gals.). HS1571 HS1571.The modeled gravity was interpolated from observed gravity values. HS1571 HS1571; North East Units Estimated Accuracy HS1571;SPC CA 3 - 589,680. 1,999,680. MT (+/- 180 meters Scaled) HS1571 HS1571 SUPERSEDED SURVEY CONTROL HS1571 HS1571 NGVD 29 (??/??/??) 52.61 (m) 172.6 (f) RESET 3 HS1571 HS1571.Superseded values are not recommended for survey control. HS1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1571.See file dsdata.txt to determine how the superseded data were derived. HS1571 HS1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG212319(NAD 83) HS1571_MARKER: DD = SURVEY DISK HS1571_SETTING: 31 = SIDEWALK HS1571_MARK LOGO: CADH HS1571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS1571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS1571+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2004 HS1571 HS1571 HISTORY - Date Condition Report By HS1571 HISTORY - UNK MONUMENTED CADH HS1571 HISTORY - 1958 GOOD NGS HS1571 HISTORY - 1988 GOOD NGS HS1571 HISTORY - 20041203 GOOD CONDOR HS1571 HS1571 STATION DESCRIPTION HS1571 HS1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 HS1571'1 MI NW FROM MERCED. HS1571'1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS1571'FROM THE STATION AT MERCED, IN R13E T7S S24, ALONG U.S. HIGHWAY HS1571'99, AT CONCRETE BRIDGE 39-09 OVER BEAR CREEK, IN THE TOP OF THE HS1571'NORTHWEST END OF THE NORTHEAST CONCRETE SIDEWALK, 19 FEET HS1571'NORTHEAST OF THE CENTER LINE OF THE NORTHEAST LANES OF U.S. HS1571'HIGHWAY 99, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. HS1571 HS1571 STATION RECOVERY (1988) HS1571 HS1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1571'RECOVERED IN GOOD CONDITION. THE 1958 DESCRIPTION IS ADEQUATE EXCEPT HS1571'THAT THE HIGHWAY REFERRED TO THEREIN IS NOW 16TH STREET. HS1571 HS1571 STATION RECOVERY (2004) HS1571 HS1571'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2004 (DLS) HS1571'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 3, 2005 HS1381 *********************************************************************** HS1381 DESIGNATION - LOS BANOS HS1381 PID - HS1381 HS1381 STATE/COUNTY- CA/MERCED HS1381 USGS QUAD - LOS BANOS (1987) HS1381 HS1381 *CURRENT SURVEY CONTROL HS1381 ___________________________________________________________________ HS1381* NAD 83(1992)- 37 03 25.32449(N) 120 50 54.97377(W) ADJUSTED HS1381* NAVD 88 - 36.204 (meters) 118.78 (feet) ADJUSTED HS1381 ___________________________________________________________________ HS1381 EPOCH DATE - 1991.35 HS1381 LAPLACE CORR- -0.71 (seconds) DEFLEC99 HS1381 GEOID HEIGHT- -33.22 (meters) GEOID03 HS1381 DYNAMIC HT - 36.175 (meters) 118.68 (feet) COMP HS1381 MODELED GRAV- 979,835.9 (mgal) NAVD 88 HS1381 HS1381 HORZ ORDER - FIRST HS1381 VERT ORDER - FIRST CLASS I HS1381 HS1381.The horizontal coordinates were established by classical geodetic methods HS1381.and adjusted by the National Geodetic Survey in March 1994. HS1381.The horizontal coordinates are valid at the epoch date displayed above. HS1381.The epoch date for horizontal control is a decimal equivalence HS1381.of Year/Month/Day. HS1381 HS1381.The orthometric height was determined by differential leveling HS1381.and adjusted by the National Geodetic Survey in June 1991. HS1381 HS1381.The Laplace correction was computed from DEFLEC99 derived deflections. HS1381 HS1381.The geoid height was determined by GEOID03. HS1381 HS1381.The dynamic height is computed by dividing the NAVD 88 HS1381.geopotential number by the normal gravity value computed on the HS1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS1381.degrees latitude (g = 980.6199 gals.). HS1381 HS1381.The modeled gravity was interpolated from observed gravity values. HS1381 HS1381; North East Units Scale Factor Converg. HS1381;SPC CA 3 - 561,878.517 1,968,993.392 MT 1.00000200 -0 12 48.3 HS1381;SPC CA 3 - 1,843,429.77 6,459,939.15 sFT 1.00000200 -0 12 48.3 HS1381;UTM 10 - 4,103,364.233 691,292.120 MT 1.00005080 +1 17 48.6 HS1381 HS1381! - Elev Factor x Scale Factor = Combined Factor HS1381!SPC CA 3 - 0.99999953 x 1.00000200 = 1.00000153 HS1381!UTM 10 - 0.99999953 x 1.00005080 = 1.00005033 HS1381 HS1381: Primary Azimuth Mark Grid Az HS1381:SPC CA 3 - BAN 270 10 04.4 HS1381:UTM 10 - BAN 268 39 27.5 HS1381 HS1381|---------------------------------------------------------------------| HS1381| PID Reference Object Distance Geod. Az | HS1381| dddmmss.s | HS1381| HS1382 LOS BANOS RM 2 33.979 METERS 01207 | HS1381| HS4597 LOS BANOS RM 3 74.924 METERS 08340 | HS1381| HS4595 LOS BANOS DAIRYMENS ASSN STACK APPROX. 0.8 KM 0952552.6 | HS1381| HS4596 LOS BANOS MUNICIPAL TANK APPROX. 0.6 KM 2214127.6 | HS1381| HS1380 LOS BANOS RM 1 34.473 METERS 26320 | HS1381| HS1345 BAN APPROX.13.3 KM 2695716.1 | HS1381| HS1378 LOS BANOS AZ MK 2801603.6 | HS1381| DB2049 LOS BANOS AZ MK 2 3134317.6 | HS1381|---------------------------------------------------------------------| HS1381 HS1381 SUPERSEDED SURVEY CONTROL HS1381 HS1381 NAD 83(1986)- 37 03 25.31755(N) 120 50 54.97619(W) AD(1984.00) 1 HS1381 NAD 27 - 37 03 25.51198(N) 120 50 51.27577(W) AD( ) 1 HS1381 NGVD 29 (??/??/??) 35.354 (m) 115.99 (f) ADJUSTED 1 1 HS1381 HS1381.Superseded values are not recommended for survey control. HS1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1381.See file dsdata.txt to determine how the superseded data were derived. HS1381 HS1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG9129203364(NAD 83) HS1381_MARKER: DS = TRIANGULATION STATION DISK HS1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1381_STAMPING: LOS BANOS 1943 HS1381_MARK LOGO: CGS HS1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1381+STABILITY: SURFACE MOTION HS1381 HS1381 HISTORY - Date Condition Report By HS1381 HISTORY - 1943 MONUMENTED CGS HS1381 HISTORY - 1952 SEE DESCRIPTION CGS HS1381 HISTORY - 1954 SEE DESCRIPTION CGS HS1381 HISTORY - 1955 SEE DESCRIPTION CGS HS1381 HISTORY - 1962 GOOD CGS HS1381 HISTORY - 1965 SEE DESCRIPTION CGS HS1381 HISTORY - 1971 SEE DESCRIPTION NGS HS1381 HISTORY - 1972 SEE DESCRIPTION NGS HS1381 HISTORY - 1972 GOOD NGS HS1381 HISTORY - 19881011 GOOD NGS HS1381 HISTORY - 20041123 MARK NOT FOUND USPSQD HS1381 HS1381 STATION DESCRIPTION HS1381 HS1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS) HS1381'STATION IS LOCATED IN LOS BANOS ON THE S SIDE OF THE LOS BANOS HS1381'HIGH SCHOOL, 7.1 METERS N OF THE N CURB OF STATE HIGHWAY 152 HS1381'AND 7.4 METERS W OF THE TENNIS COURT. STATION ELEVATION IS HS1381'ABOUT 117 FEET. HS1381' HS1381'STATION MARK IS A BRONZE DISK SET IN A BLOCK OF CONCRETE ABOUT HS1381'10 INCHES SQUARE AND FLUSH WITH THE SURFACE. IT IS STAMPED HS1381'LOS BANOS 1943. HS1381' HS1381'UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE, AS DESCRIBED HS1381'IN NOTE 7A. HS1381' HS1381'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN THE SIDEWALK, HS1381'6 INCHES FROM ITS N EDGE AND ABOUT 15 YARDS E BY N FROM A FIRE HS1381'PLUG. MARK IS STAMPED LOS BANOS NO. 1 1943. HS1381' HS1381'REFERENCE MARK NO. 2 IS A BRONZE DISK SET IN A BLOCK OF CONCRETE HS1381'ABOUT 10 INCHES SQUARE AND PROJECTING ABOUT 2 INCHES. IT IS HS1381'1 FOOT W OF THE NW CORNER OF THE TENNIS COURT. MARK IS STAMPED HS1381'LOS BANOS NO. 2 1943. HS1381' HS1381'THE AZIMUTH MARK IS 0.2 MILE W BY N, 4 PACES S OF THE CENTER OF HS1381'THE ALLEY AND 1 FOOT E OF A BOARD FENCE. MARK IS A BRONZE DISK HS1381'SET IN A BLOCK OF CONCRETE ABOUT 10 INCHES SQUARE AND PROJECTING HS1381'ABOUT 4 INCHES. IT IS STAMPED LOS BANOS 1943. HS1381' HS1381'NO WITNESS MARK WAS ESTABLISHED. HS1381 HS1381 STATION RECOVERY (1952) HS1381 HS1381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW) HS1381'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN HS1381'GOOD CONDITION. A NEW DESCRIPTION FOLLOWS-- HS1381' HS1381'STATION IS LOCATED IN LOS BANOS, ALONG PACHECO BOULEVARD HS1381'(STATE HIGHWAY 152), 0.1 MI. E OF THE INTERSECTION OF 6TH STREET, HS1381'AND ON THE S SIDE OF THE WEST SIDE UNION HIGH SCHOOL GROUNDS. HS1381'THE STATION MARK IS A STANDARD STATION-MARK DISK, STAMPED HS1381'LOS BANOS 1943, 200 FT. W OF THE CENTERLINE OF 7TH STREET, HS1381'157.0 FT. E OF THE CENTER OF A FIREPLUG, 23.8 FT. NW OF THE SW HS1381'CORNER OF A HIGH FENCE AROUND A TENNIS COURT, 23.8 FT. N OF HS1381'THE N CURB OF THE BOULEVARD, FLUSH WITH THE GROUND, AND SET HS1381'IN THE TOP OF A CONCRETE POST. HS1381' HS1381'REFERENCE MARK 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED HS1381'LOS BANOS NO 1 1943, 133.2 FT. W OF THE SW CORNER OF A HIGH HS1381'FENCE AROUND A TENNIS COURT, 113.12 FT. W OF THE STATION, 44.3 HS1381'FT. E OF THE CENTER OF A FIREPLUG, AND IN THE TOP OF THE N HS1381'SIDE OF THE N SIDEWALK OF THE BOULEVARD. HS1381' HS1381'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED LOS HS1381'BANOS NO 2 1943, 277-1/2 FT. W OF THE CENTERLINE OF 7TH STREET, HS1381'191.0 FT. SW OF THE S CORNER OF THE MAIN SCHOOL BUILDING, 132.7 FT. HS1381'N OF THE N CURB OF THE BOULEVARD, 111.47 FT. N OF THE STATION, 4.0 HS1381'FT. S OF THE NW CORNER OF A HIGH FENCE AROUND A TENNIS COURT, 1.2 HS1381'FT. W OF THE W FENCE OF THE TENNIS COURT, AND SET IN THE TOP OF HS1381'A CONCRETE POST PROJECTING 0.4 FT. ABOVE THE GROUND. HS1381' HS1381'THE AZIMUTH MARK IS A STANDARD AZIMUTH-MARK DISK, STAMPED LOS HS1381'BANOS 1943, 0.15 MI. W OF THE STATION, ABOUT 80 YDS. NW HS1381'OF THE INTERSECTION OF STATE HIGHWAY 152 (PACHECO BOULEVARD) HS1381'AND SIXTH STREET, 198.7 FT. N OF THE CENTERLINE OF THE HIGHWAY, HS1381'103.0 FT. W OF THE SW CORNER OF THE SALJIAN MOTOR COMPANY HS1381'(CHEVROLET AND BUICK GARAGE) BUILDING, 17-1/2 FT. S OF THE HS1381'CENTERLINE OF AN ALLEY, 1.8 FT. E OF THE N END OF A BOARD HS1381'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FT. HS1381'ABOVE THE GROUND. HS1381 HS1381 STATION RECOVERY (1954) HS1381 HS1381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EEJ) HS1381'RECOVERED AS DESCRIBED ON RECOVERY NOTE BY L.F.W. IN 1953. HS1381 HS1381 STATION RECOVERY (1955) HS1381 HS1381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (EEJ) HS1381'THE STATION, AZIMUTH AND REFERENCE MARKS WERE FOUND IN GOOD HS1381'CONDITION AND RECOVERED AS DESCRIBED. HS1381 HS1381 STATION RECOVERY (1962) HS1381 HS1381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (REA) HS1381'ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION. THIS STATION HS1381'WAS USED BY AN ASTRO PARTY. HS1381 HS1381 STATION RECOVERY (1965) HS1381 HS1381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CS) HS1381'THE STATION, R.M. 1 AND R.M. 2 WAS RECOVERED IN GOOD CONDITION. HS1381' HS1381'THEY ARE LOCATED AT LOS BANOS, 0.1 MILE EAST ALONG PACHECO HS1381'BOULEVARD (STATE HIGHWAY 152) FROM THE INTERSECTION OF SIXTH HS1381'STREET, ON THE SOUTH SIDE OF WEST SIDE UNION HIGH SCHOOL GROUNDS, HS1381'200 FEET WEST OF THE CENTER LINE OF SEVENTH STREET, 157.0 FEET HS1381'EAST OF THE CENTER OF A FIRE HYDRANT, 23.8 FEET NORTHWEST OF THE HS1381'SOUTHWEST CORNER OF A HIGH FENCE AROUND A TENNIS COURT, 23.8 HS1381'FEET NORTH OF THE NORTH CURB OF THE BOULEVARD, AND SET IN THE HS1381'TOP OF A CONCRETE POST FLUSH WITH THE GROUND. HS1381' HS1381'R.M. 1 IS A STANDARD REFERENCE MARK DISK, STAMPED LOS BANOS HS1381'NO 1 1943, 113.1 FEET WEST OF THE STATION, 44.3 FEET EAST OF THE HS1381'CENTER OF THE FIRE HYDRANT, IN THE TOP OF THE NORTH SIDE HS1381'OF THE NORTH SIDEWALK OF THE BOULEVARD. HS1381' HS1381'R.M. 2 IS A STANDARD REFERENCE MARK DISK, STAMPED LOS BANOS NO 2 HS1381'1943, 11.5 FEET NORTH OF THE STATION, 132.7 FEET NORTH OF THE HS1381'NORTH CURB OF THE BOULEVARD, 277-1/2 FEET WEST OF THE CENTER HS1381'LINE OF SEVENTH STREET, AND SET IN THE TOP OF A CONCRETE POST HS1381'PROJECTING 0.4 FOOT ABOVE THE GROUND. HS1381 HS1381 STATION RECOVERY (1971) HS1381 HS1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ) HS1381'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE HS1381'RECOVERED AND FOUND TO BE IN GOOD CONDITION. THE AZIMUTH MARK HS1381'WAS SEARCHED FOR BUT NOT RECOVERED. DUE TO THE LOCATION OF HS1381'THE STATION A TOWER COULD NOT BE ERECTED OVER IT AND A NEW HS1381'REFERENCE MARK 3 WITH AN UNDERGROUND DISK WAS ESTABLISHED AND HS1381'OCCUPIED. A NEW AZIMUTH MARK WAS ALSO ESTABLISHED AT THIS HS1381'DATE. THE DISTANCE AND DIRECTION TO REFERENCE MARK 2 COMPARED HS1381'FAVORABLY WITH THE 1943 OBSERVATIONS. THE DIRECTION TO HS1381'REFERENCE MARK 1 COMPARED FAVORABLY WITH THE 1943 HS1381'OBSERVATIONS HOWEVER A SHORTER DISTANCE OF 0.009 METER WAS HS1381'NOTED AND VERIFIED. A COMPLETE NEW DESCRIPTION FOLLOWS-- HS1381' HS1381'THE STATION IS LOCATED ON THE GROUNDS OF THE WEST SIDE UNION HS1381'JUNIOR HIGH SCHOOL IN LOS BANOS. HS1381' HS1381'TO REACH THE STATION FROM THE POST OFFICE LOCATED AT THE CORNER HS1381'OF 6TH STREET AND M STREET IN LOS BANOS, THE AZIMUTH MARK IS HS1381'SET IN THE CURB OF THE NORTHWEST ANGLE OF THIS INTERSECTION, GO HS1381'SOUTH ON 6TH STREET FOR 0.1 MILE TO THE INTERSECTION OF PACHECO HS1381'BOULEVARD, (STATE HIGHWAY 33). TURN LEFT AND GO EAST ON PACHECO HS1381'BOULEVARD FOR 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED. HS1381' HS1381'THE STATION MARK IS A STANDARD DISK STAMPED LOS BANOS 1943, SET HS1381'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 6 INCHES HS1381'BELOW THE GROUND SURFACE. IT IS 296 FEET WEST OF THE CENTER OF HS1381'7TH STREET, 157 FEET EAST OF A FIRE HYDRANT, 50 FEET NORTH OF THE HS1381'CENTER OF PACHECO BOULEVARD AND 12 FEET NORTH OF AN EAST-WEST HS1381'FENCE. NOTE 1A7A HS1381' HS1381'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LOS BANOS NO 1 1943, HS1381'CEMENTED IN A DRILL HOLE IN THE SIDEWALK ON THE NORTH SIDE OF HS1381'PACHECO BOULEVARD. IT IS 47 FEET EAST-NORTHEAST OF A FIRE HS1381'HYDRANT, 38 FEET NORTH OF THE CENTER OF PACHECO BOULEVARD AND HS1381'1 FOOT SOUTH OF AN EAST-WEST FENCE. NOTE DESC HS1381' HS1381'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LOS BANOS NO 2 1943, HS1381'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS HS1381'FLUSH WITH THE GROUND SURFACE. IT IS 233 FEET WEST OF A HS1381'NORTH-SOUTH FENCE, 191 FEET SOUTH OF THE SOUTHEAST CORNER OF A HS1381'SCHOOL BUILDING AND 123.5 FEET NORTH OF AN EAST-WEST FENCE. HS1381'NOTE 11A HS1381' HS1381'REFERENCE MARKS 3 ARE STANDARD DISKS STAMPED LOS BANOS NO 3 1943 HS1381'1971, THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE HS1381'MONUMENT THAT IS 12 INCHES IN DIAMETER AND 1 INCH BELOW THE HS1381'GROUND SURFACE. IT IS 52 FEET WEST OF THE CENTER OF 7TH STREET, HS1381'38 FEET NORTH OF AN EAST-WEST FENCE AND 12.7 FEET WEST OF A HS1381'NORTH-SOUTH FENCE. AN UNDERGROUND DISK WAS SET ABOUT 42 INCHES HS1381'BELOW THE GROUND SURFACE. NOTE 11B DESC HS1381' HS1381'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOS BANOS 1943 HS1381'1971, CEMENTED IN A DRILL HOLE IN THE CURB AT THE SOUTHEAST HS1381'CORNER OF THE POST OFFICE. IT IS 45 FEET WEST OF THE CENTER HS1381'OF 6TH STREET, 31 FEET SOUTH OF A FLAG POLE AND 23 FEET SOUTHWEST HS1381'OF A POWER LINE POLE. NOTE DESC HS1381' HS1381'THE TRAVERSE DISTANCE IS REDUCED TO SEA LEVEL. HS1381' HS1381'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LOS HS1381'BANOS HS1381 HS1381 STATION RECOVERY (1972) HS1381 HS1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CS) HS1381'THE STATION, R.M. 1 AND R.M. 2 WERE RECOVERED IN GOOD CONDITION HS1381'AND ALL LEVELED OVER DURING THE 1972 RELEVELING. HS1381' HS1381'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF THE LOS BANOS HS1381'JUNIOR HIGH SCHOOL GROUNDS, 0.1 MILE EAST ALONG PACHECO HS1381'BOULEVARD (STATE HIGHWAY 152) FROM THE INTERSECTION OF SIXTH HS1381'STREET, 23.8 FEET NORTH OF THE NORTH CURB OF THE BOULEVARD, 273.6 HS1381'FEET WEST OF THE WEST CURB OF 7TH STREET, AND SET IN THE TOP OF A HS1381'CONCRETE POST 0.5 FOOT UNDERGROUND, THE STATION IS A C AND GS HS1381'TRIANGULATION STATION DISK, STAMPED LOS BANOS 1943. R.M. 1 HS1381'IS A C AND GS REFERENCE MARK DISK, STAMPED LOS BANOS NO. 1 HS1381'1943, 113.2 FEET WEST-SOUTHWEST OF THE STATION, IN THE TOP OF HS1381'THE NORTH EDGE OF THE NORTH SIDEWALK OF THE BOULEVARD, HS1381' HS1381'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED LOS BANOS HS1381'NO 2 1943. 111.5 FEET NORTH OF THE STATION, AND SET IN THE TOP HS1381'OF A CONCRETE POST FLUSH WITH THE LAWN. HS1381' HS1381'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LOS HS1381'BANOS HS1381 HS1381 STATION RECOVERY (1972) HS1381 HS1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 HS1381'AT LOS BANOS. HS1381'AT LOS BANOS, 0.1 MILE EAST ALONG PACHECO BOULEVARD (STATE HS1381'HIGHWAY 152) FROM THE INTERSECTION OF SIXTH STREET, ALONG THE SOUTH HS1381'SIDE OF THE LOS BANOS JUNIOR HIGH SCHOOL GROUNDS, 23.8 FEET HS1381'NORTH OF THE NORTH CURB OF THE BOULEVARD, 273.6 FEET WEST OF HS1381'THE WEST CURB OF 7TH STREET, 113.2 FEET EAST-NORTHEAST OF R.M. 1, HS1381'111.5 FEET SOUTH OF R.M. 2, 11.8 FEET NORTH OF A CYCLONE FENCE, HS1381'257 FEET WEST OF THE NORTH STEEL POST OF A WALK THRU GATE IN THE HS1381'EAST FENCE, 70 FEET WEST-NORTHWEST OF POWER POLE 129 WITH A HS1381'GUY WIRE, 20 FEET NORTH OF THE 7TH TREE WEST OF 7TH STREET, HS1381'ABOUT 1/2 FOOT HIGHER THAN THE BOULEVARD, AND SET IN THE TOP OF HS1381'A CONCRETE POST 0.5 FOOT UNDERGROUND. SEC 14, T10S, R10E. HS1381 HS1381 STATION RECOVERY (1988) HS1381 HS1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HS1381'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. DELETE--157 HS1381'FEET EAST OF A FIRE HYDRANT. HS1381 HS1381 STATION RECOVERY (2004) HS1381 HS1381'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLH) HS1381'FOLLOWING THE DESCRIPTION OF AZIMUTH MARK DESCRIBED IN 1971 STATION HS1381'RECOVERY, FOUND CIRCULAR INDENTATION IN CURB OF THE SAME SIZE AS DISK HS1381'BUT CEMENTED AND PAINTED OVER. GPS READING OF N370329,W1205100 MATCH HS1381'HS1378 BUT IT IS MARKED AS DESTROYED. 1 National Geodetic Survey, Retrieval Date = JANUARY 3, 2005 HS4595 *********************************************************************** HS4595 DESIGNATION - LOS BANOS DAIRYMENS ASSN STACK HS4595 PID - HS4595 HS4595 STATE/COUNTY- CA/MERCED HS4595 USGS QUAD - LOS BANOS (1987) HS4595 HS4595 *CURRENT SURVEY CONTROL HS4595 ___________________________________________________________________ HS4595* NAD 83(1992)- 37 03 22.77485(N) 120 50 21.53216(W) ADJUSTED HS4595* NAVD 88 - HS4595 ___________________________________________________________________ HS4595 EPOCH DATE - 1991.35 HS4595 LAPLACE CORR- -0.46 (seconds) DEFLEC99 HS4595 GEOID HEIGHT- -33.22 (meters) GEOID03 HS4595 HS4595 HORZ ORDER - THIRD HS4595 HS4595.The horizontal coordinates were established by classical geodetic methods HS4595.and adjusted by the National Geodetic Survey in March 1994. HS4595.The horizontal coordinates are valid at the epoch date displayed above. HS4595.The epoch date for horizontal control is a decimal equivalence HS4595.of Year/Month/Day. HS4595 HS4595 HS4595.The Laplace correction was computed from DEFLEC99 derived deflections. HS4595 HS4595.The geoid height was determined by GEOID03. HS4595 HS4595; North East Units Scale Factor Converg. HS4595;SPC CA 3 - 561,796.882 1,969,819.345 MT 1.00000215 -0 12 27.9 HS4595;SPC CA 3 - 1,843,161.94 6,462,648.97 sFT 1.00000215 -0 12 27.9 HS4595;UTM 10 - 4,103,304.392 692,119.979 MT 1.00005471 +1 18 08.7 HS4595 HS4595 SUPERSEDED SURVEY CONTROL HS4595 HS4595 NAD 83(1986)- 37 03 22.76768(N) 120 50 21.53440(W) AD(1984.00) 4 HS4595 NAD 27 - 37 03 22.96300(N) 120 50 17.84000(W) AD( ) 3 HS4595 HS4595.Superseded values are not recommended for survey control. HS4595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS4595.See file dsdata.txt to determine how the superseded data were derived. HS4595 HS4595_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG9212003304(NAD 83) HS4595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS4595+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2004 HS4595 HS4595 HISTORY - Date Condition Report By HS4595 HISTORY - 1943 MONUMENTED CGS HS4595 HISTORY - 20041123 GOOD USPSQD HS4595 HS4595 STATION DESCRIPTION HS4595 HS4595'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS) HS4595'STATION IS THE TALLER OF THE TWO METAL STACKS AT THE LOS BANOS HS4595'DAIRYMEN ASSOCIATION PLANT ON THE S SIDE OF LOS BANOS. THE HS4595'STACK IS ON THE S SIDE OF THE MAIN BUILDING AND ABOUT 100 HS4595'METERS S OF THE INTERSECTION OF STATE HIGHWAYS 33 AND 152. HS4595'IT IS ABOUT 100 FEET IN HEIGHT AND IS PAINTED SILVER WITH A HS4595'BLACK BAND AROUND THE TOP. HS4595' HS4595'THIS IS AN INTERSECTION STATION. HS4595' HS4595'INTERSECTED FROM AGATHA, LOS BANOS, VOLTA. HS4595 HS4595 STATION RECOVERY (2004) HS4595 HS4595'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLH) HS4595'PLANT IS NOW CALIFORNIA DAIRIES. ON THE SOUTH SIDE OF PACHECO BLVD AT HS4595'THE INTERSECTION OF PACHECO BLVD AND I STREET. STACK IS PAINTED SILVER HS4595'W/O BLACK BAND. 1 National Geodetic Survey, Retrieval Date = JANUARY 3, 2005 HS4596 *********************************************************************** HS4596 DESIGNATION - LOS BANOS MUNICIPAL TANK HS4596 PID - HS4596 HS4596 STATE/COUNTY- CA/MERCED HS4596 USGS QUAD - LOS BANOS (1987) HS4596 HS4596 *CURRENT SURVEY CONTROL HS4596 ___________________________________________________________________ HS4596* NAD 83(1992)- 37 03 09.65575(N) 120 51 12.38548(W) ADJUSTED HS4596* NAVD 88 - HS4596 ___________________________________________________________________ HS4596 EPOCH DATE - 1991.35 HS4596 LAPLACE CORR- -0.96 (seconds) DEFLEC99 HS4596 GEOID HEIGHT- -33.22 (meters) GEOID03 HS4596 HS4596 HORZ ORDER - THIRD HS4596 HS4596.The horizontal coordinates were established by classical geodetic methods HS4596.and adjusted by the National Geodetic Survey in March 1994. HS4596.The horizontal coordinates are valid at the epoch date displayed above. HS4596.The epoch date for horizontal control is a decimal equivalence HS4596.of Year/Month/Day. HS4596 HS4596 HS4596.The Laplace correction was computed from DEFLEC99 derived deflections. HS4596 HS4596.The geoid height was determined by GEOID03. HS4596 HS4596; North East Units Scale Factor Converg. HS4596;SPC CA 3 - 561,397.106 1,968,561.379 MT 1.00000292 -0 12 59.0 HS4596;SPC CA 3 - 1,841,850.34 6,458,521.79 sFT 1.00000292 -0 12 59.0 HS4596;UTM 10 - 4,102,871.581 690,872.925 MT 1.00004883 +1 17 37.7 HS4596 HS4596 SUPERSEDED SURVEY CONTROL HS4596 HS4596 NAD 83(1986)- 37 03 09.64897(N) 120 51 12.38809(W) AD(1984.00) 4 HS4596 NAD 27 - 37 03 09.84300(N) 120 51 08.68700(W) AD( ) 3 HS4596 HS4596.Superseded values are not recommended for survey control. HS4596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS4596.See file dsdata.txt to determine how the superseded data were derived. HS4596 HS4596_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG9087302872(NAD 83) HS4596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS4596+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2004 HS4596 HS4596 HISTORY - Date Condition Report By HS4596 HISTORY - 1943 MONUMENTED CGS HS4596 HISTORY - 1962 SEE DESCRIPTION CGS HS4596 HISTORY - 1971 SEE DESCRIPTION NGS HS4596 HISTORY - 20041123 GOOD USPSQD HS4596 HS4596 STATION DESCRIPTION HS4596 HS4596'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS) HS4596'THIS INTERSECTION STATION IS THE MUNICIPAL WATER TANK LOCATED HS4596'ON THE SW SIDE OF THE TOWN OF LOS BANOS. IT IS APPROXIMATELY HS4596'50 YARDS S AND 20 YARDS W OF THE INTERSECTION OF MADISON AVENUE HS4596'AND FOURTH STREET. THE TANK IS ELEVATED, ABOUT 110 FEET IN HS4596'HEIGHT, AND IS PAINTED SILVER. HS4596' HS4596'INTERSECTED FROM LOS BANOS, AGATHA, SHARP. HS4596 HS4596 STATION RECOVERY (1962) HS4596 HS4596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC) HS4596'THIS STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY HS4596'DESCRIBED IN 1943. HS4596 HS4596 STATION RECOVERY (1971) HS4596 HS4596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ) HS4596'THE LOS BANOS, MUNICIPAL WATER TANK, WAS VISITED AND RECOVERED HS4596'AS DESCRIBED IN 1943 WITH THE EXCEPTION THAT IT IS LOCATED AT HS4596'THE INTERSECTION OF MADISON AVENUE AND CENTER AVENUE AND THE SIDE HS4596'OF THE TANK IS NOW PAINTED LIGHT BLUE IN COLOR. HS4596 HS4596 STATION RECOVERY (2004) HS4596 HS4596'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLH) HS4596'TANK IS NOW PAINTED SILVER WITH LOS BANOS IN BLACK LETTERS ON THE HS4596'SIDE. 1 National Geodetic Survey, Retrieval Date = JANUARY 3, 2005 HS1790 *********************************************************************** HS1790 DESIGNATION - Q 940 HS1790 PID - HS1790 HS1790 STATE/COUNTY- CA/MERCED HS1790 USGS QUAD - ATWATER (1987) HS1790 HS1790 *CURRENT SURVEY CONTROL HS1790 ___________________________________________________________________ HS1790* NAD 83(1986)- 37 18 08. (N) 120 37 26. (W) SCALED HS1790* NAVD 88 - 38.60 (+/-2cm) 126.6 (feet) VERTCON HS1790 ___________________________________________________________________ HS1790 GEOID HEIGHT- -32.10 (meters) GEOID03 HS1790 HS1790 VERT ORDER - SECOND CLASS 0 (See Below) HS1790 HS1790.The horizontal coordinates were scaled from a topographic map and have HS1790.an estimated accuracy of +/- 6 seconds. HS1790 HS1790.The NAVD 88 height was computed by applying the VERTCON shift value to HS1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1790.The vertical order pertains to the NGVD 29 superseded value. HS1790 HS1790.The geoid height was determined by GEOID03. HS1790 HS1790; North East Units Estimated Accuracy HS1790;SPC CA 3 - 589,040. 1,989,020. MT (+/- 180 meters Scaled) HS1790 HS1790 SUPERSEDED SURVEY CONTROL HS1790 HS1790 NGVD 29 (??/??/92) 37.858 (m) 124.21 (f) ADJ UNCH 2 0 HS1790 HS1790.Superseded values are not recommended for survey control. HS1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1790.See file dsdata.txt to determine how the superseded data were derived. HS1790 HS1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG105310(NAD 83) HS1790_MARKER: DB = BENCH MARK DISK HS1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1790_STAMPING: Q 940 1958 HS1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1790+STABILITY: SURFACE MOTION HS1790 HS1790 HISTORY - Date Condition Report By HS1790 HISTORY - 1958 MONUMENTED CGS HS1790 HISTORY - 20041112 MARK NOT FOUND CONDOR HS1790 HS1790 STATION DESCRIPTION HS1790 HS1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 HS1790'7.7 MI W FROM MERCED. HS1790'0.3 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS1790'FROM THE STATION AT MERCED, THENCE 7.4 MILES WEST ALONG STATE HS1790'HIGHWAY 140, IN R12E T7S S23, 69 FEET NORTHWEST OF THE CENTER HS1790'OF THE T JUNCTION OF HULL AVENUE (ROAD 253) LEADING NORTH, 67 HS1790'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET WEST OF HS1790'THE CENTER LINE OF THE AVENUE, 1 1/2 FEET SOUTHWEST OF A FENCE HS1790'CORNER POST 1.3 FEET SOUTH OF A FENCE, 1.9 FEET EAST OF A WITNESS HS1790'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A HS1790'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. HS1790 HS1790 STATION RECOVERY (2004) HS1790 HS1790'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2004 (DLS) HS1790'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 3, 2005 HS1787 *********************************************************************** HS1787 DESIGNATION - T 940 HS1787 PID - HS1787 HS1787 STATE/COUNTY- CA/MERCED HS1787 USGS QUAD - ARENA (1987) HS1787 HS1787 *CURRENT SURVEY CONTROL HS1787 ___________________________________________________________________ HS1787* NAD 83(1986)- 37 18 04. (N) 120 40 22. (W) SCALED HS1787* NAVD 88 - 34.74 (+/-2cm) 114.0 (feet) VERTCON HS1787 ___________________________________________________________________ HS1787 GEOID HEIGHT- -32.20 (meters) GEOID03 HS1787 HS1787 VERT ORDER - SECOND CLASS 0 (See Below) HS1787 HS1787.The horizontal coordinates were scaled from a topographic map and have HS1787.an estimated accuracy of +/- 6 seconds. HS1787 HS1787.The NAVD 88 height was computed by applying the VERTCON shift value to HS1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1787.The vertical order pertains to the NGVD 29 superseded value. HS1787 HS1787.The geoid height was determined by GEOID03. HS1787 HS1787; North East Units Estimated Accuracy HS1787;SPC CA 3 - 588,920. 1,984,680. MT (+/- 180 meters Scaled) HS1787 HS1787 SUPERSEDED SURVEY CONTROL HS1787 HS1787 NGVD 29 (??/??/92) 34.006 (m) 111.57 (f) ADJ UNCH 2 0 HS1787 HS1787.Superseded values are not recommended for survey control. HS1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1787.See file dsdata.txt to determine how the superseded data were derived. HS1787 HS1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG062308(NAD 83) HS1787_MARKER: DB = BENCH MARK DISK HS1787_SETTING: 30 = SIPHON HEAD WALL HS1787_STAMPING: T 940 1958 HS1787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS1787 HS1787 HISTORY - Date Condition Report By HS1787 HISTORY - 1958 MONUMENTED CGS HS1787 HISTORY - 20041112 MARK NOT FOUND CONDOR HS1787 HS1787 STATION DESCRIPTION HS1787 HS1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 HS1787'10.4 MI W FROM MERCED. HS1787'0.3 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS1787'FROM THE STATION AT MERCED, THENCE 10.1 MILES WEST ALONG STATE HS1787'HIGHWAY 140, IN R12E T7S S29, 10.9 MILES EAST OF STEVINSON, AT A HS1787'36-INCH CONCRETE PIPE SIPHON UNDER THE HIGHWAY, IN THE TOP OF THE HS1787'WEST END OF THE NORTH CONCRETE HEAD WALL, 54 FEET NORTH OF THE HS1787'CENTER LINE OF THE HIGHWAY, 2.8 FEET NORTH OF A FENCE, ABOUT 2 HS1787'FEET LOWER THAN THE HIGHWAY, AND ABOUT LEVEL WITH THE GROUND. HS1787 HS1787 STATION RECOVERY (2004) HS1787 HS1787'RECOVERY NOTE BY CONDOR TECHNOLOGIES 2004 (DLS) HS1787'MARK NOT FOUND.