Basestations For Sacramento Project Areas 1-4 The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 7.42 1 National Geodetic Survey, Retrieval Date = JANUARY 9, 2007 JS1011 *********************************************************************** JS1011 DESIGNATION - SACRAMENTO JS1011 PID - JS1011 JS1011 STATE/COUNTY- CA/SACRAMENTO JS1011 USGS QUAD - SACRAMENTO EAST (1992) JS1011 JS1011 *CURRENT SURVEY CONTROL JS1011 ___________________________________________________________________ JS1011* NAD 83(1992)- 38 34 48.81374(N) 121 29 38.03356(W) ADJUSTED JS1011* NAVD 88 - 9.341 (meters) 30.65 (feet) ADJUSTED JS1011 ___________________________________________________________________ JS1011 EPOCH DATE - 1991.35 JS1011 LAPLACE CORR- 2.34 (seconds) DEFLEC99 JS1011 GEOID HEIGHT- -30.79 (meters) GEOID03 JS1011 DYNAMIC HT - 9.335 (meters) 30.63 (feet) COMP JS1011 MODELED GRAV- 980,001.6 (mgal) NAVD 88 JS1011 JS1011 HORZ ORDER - FIRST JS1011 VERT ORDER - FIRST CLASS I JS1011 JS1011.The horizontal coordinates were established by classical geodetic methods JS1011.and adjusted by the National Geodetic Survey in March 1994.. JS1011.The horizontal coordinates are valid at the epoch date displayed above. JS1011.The epoch date for horizontal control is a decimal equivalence JS1011.of Year/Month/Day. JS1011 JS1011.The orthometric height was determined by differential leveling JS1011.and adjusted by the National Geodetic Survey in June 1991.. JS1011 JS1011.The Laplace correction was computed from DEFLEC99 derived deflections. JS1011 JS1011.The geoid height was determined by GEOID03. JS1011 JS1011.The dynamic height is computed by dividing the NAVD 88 JS1011.geopotential number by the normal gravity value computed on the JS1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JS1011.degrees latitude (g = 980.6199 gals.). JS1011 JS1011.The modeled gravity was interpolated from observed gravity values. JS1011 JS1011; North East Units Scale Factor Converg. JS1011;SPC CA 2 - 601,533.353 2,044,097.353 MT 0.99995318 +0 19 08.7 JS1011;SPC CA 2 - 1,973,530.68 6,706,342.73 sFT 0.99995318 +0 19 08.7 JS1011;UTM 10 - 4,271,270.869 631,186.468 MT 0.99981193 +0 56 21.7 JS1011 JS1011! - Elev Factor x Scale Factor = Combined Factor JS1011!SPC CA 2 - 1.00000337 x 0.99995318 = 0.99995655 JS1011!UTM 10 - 1.00000337 x 0.99981193 = 0.99981529 JS1011 JS1011: Primary Azimuth Mark Grid Az JS1011:SPC CA 2 - SACRAMENTO CITY INCIN STACK 011 29 20.5 JS1011:UTM 10 - SACRAMENTO CITY INCIN STACK 010 52 07.5 JS1011 JS1011|---------------------------------------------------------------------| JS1011| PID Reference Object Distance Geod. Az | JS1011| dddmmss.s | JS1011| JS4128 SACRAMENTO CITY INCIN STACK APPROX. 1.4 KM 0114829.2 | JS1011| JS4139 RIO LINDA MUNICIPAL TANK APPROX.12.7 KM 0180047.5 | JS1011| JS4140 MC CLELLAN AFB W WATER TANK APPROX.10.6 KM 0360821.8 | JS1011| JS4141 N SACRAMENTO ARMY DEPT 78 TANK APPROX.12.6 KM 0455602.8 | JS1011| JS4137 SACRAMENTO BPOE BLDG CUPOLA 188.972 METERS 09403 | JS1011| DB5092 SACRAMENTO RM 1 10.197 METERS 09944 | JS1011| DB5093 SACRAMENTO RM 2 9.660 METERS 11716 | JS1011| JS4135 SACRAMENTO DORRIS LMBR CO TANK APPROX. 7.2 KM 1182200.4 | JS1011| JS4134 SACRAMENTO CH BLESS SACR SPIRE 190.243 METERS 13239 | JS1011| JS4133 SACRAMENTO STATE LIFE BLDG CHY 12.200 METERS 14151 | JS1011| JS4539 SACRAMENTO SEWAGE DISP PLT TK APPROX. 6.3 KM 1914042.1 | JS1011| JS4536 SACRAMENTO RAD KCRA NE MAST APPROX. 8.1 KM 3203547.5 | JS1011| DB4269 SACRAMENTO 7 INCH DRAIN CENTER 7.121 METERS 32807 | JS1011|---------------------------------------------------------------------| JS1011 JS1011 SUPERSEDED SURVEY CONTROL JS1011 JS1011 NAD 83(1986)- 38 34 48.80368(N) 121 29 38.02867(W) AD(1984.00) 1 JS1011 NAD 27 - 38 34 49.14200(N) 121 29 34.19000(W) AD( ) 1 JS1011 NGVD 29 (??/??/??) 8.57 (m) 28.1 (f) RESET 3 JS1011 JS1011.Superseded values are not recommended for survey control. JS1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1011.See file dsdata.txt to determine how the superseded data were derived. JS1011 JS1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3118671271(NAD 83) JS1011_MARKER: DB = BENCH MARK DISK JS1011_SETTING: 30 = SET IN A LIGHT STRUCTURE JS1011_SP_SET: CURB JS1011_STAMPING: 28.465 SACRAMENTO 1932 JS1011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JS1011 JS1011 HISTORY - Date Condition Report By JS1011 HISTORY - 1939 MONUMENTED CGS JS1011 HISTORY - 1945 GOOD NGS JS1011 HISTORY - 1954 SEE DESCRIPTION CGS JS1011 HISTORY - 1959 SEE DESCRIPTION CGS JS1011 HISTORY - 1970 SEE DESCRIPTION NGS JS1011 HISTORY - 1972 SEE DESCRIPTION DOD JS1011 JS1011 STATION DESCRIPTION JS1011 JS1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) JS1011'IN THE CITY OF SACRAMENTO ON THE ROOF OF THE 14-STORY CALIFORNIA JS1011'STATE LIFE INSURANCE BUILDING AT THE SOUTHWEST CORNER OF JS1011'TENTH AND J STREETS. ACCESS TO ROOF IS BY ELEVATOR TO THE JS1011'14TH FLOOR AND THENCE THROUGH A LOCKED DOOR TO A SERIES OF JS1011'STAIRS ABOUT THREE FEET WIDE TO THE ROOF. KEY FOR DOOR IS JS1011'OBTAINED FROM THE CUSTODIAN OF THE BUILDING. THE STATION JS1011'MARK IS A 1-1/2 INCH BRASS PIN CEMENTED IN A SMALL HOLE JS1011'IN THE TERRA COTTA TILE ROOF ON A CONCRETE BASE NEAR THE JS1011'WEST END OF THE L-SHAPED ROOF. THE MARK IS 6.39 FEET FROM JS1011'THE WEST EDGE, 4.79 FEET FROM THE SOUTH EDGE, AND 5.40 FEET JS1011'FROM THE NORTH EDGE OF THE SLOPING INSIDE FACE OF THE JS1011'6-FOOT SHEET-COPPER ORNAMENTAL FENCE WHICH SERVES AS A ROOF JS1011'RAILING. REFERENCE MARK NO. 1 AND NO. 2 ARE SIMILAR TO THE JS1011'STATION MARK, BEING SOME 6 INCHES INSIDE THE FENCE FACE JS1011'ON THE NORTH AND SOUTH SIDES RESPECTIVELY. JS1011 JS1011 STATION RECOVERY (1945) JS1011 JS1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945 JS1011'AT SACRAMENTO. JS1011'AT SACRAMENTO, SACRAMENTO COUNTY, IN THE CENTER OF THE CITY PARK JS1011'IN FRONT OF THE CITY HALL, IN THE TOP OF THE GRANITE CURBING JS1011'AROUND THE SOUTH SIDE OF THE FOUNTAIN, AND ABOUT 2 FEET ABOVE JS1011'THE GROUND. A STANDARD DISK, STAMPED 28.465 SACRAMENTO 1932. JS1011 JS1011 STATION RECOVERY (1954) JS1011 JS1011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LSB) JS1011'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS JS1011'DESCRIBED IN 1939 AND IN GOOD CONDITION. THE DISTANCES AND JS1011'DIRECTIONS TO THE REFERENCE MARKS CHECKED THE PREVIOUS DATA JS1011'AND THE DESCRIPTION IS ENTIRELY ADEQUATE. JS1011 JS1011 STATION RECOVERY (1959) JS1011 JS1011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEG) JS1011'THE STATION WAS RECOVERED AND THE MARKS FOUND IN GOOD CONDITION. JS1011'A COMPLETE DESCRIPTION FOLLOWS. JS1011' JS1011'THE STATION IS LOCATED ON THE ROOF OF THE 14-STORY, CALIFORNIA JS1011'STATE LIFE INSURANCE BUILDING AT THE SOUTHWEST CORNER OF JS1011'TENTH AND J STREETS, IN THE CITY OF SACRAMENTO. KEY TO JS1011'LOCKED DOOR ON THE 14TH FLOOR MAY BE OBTAINED FROM THE CUSTODIAN JS1011'IN THE BASEMENT OFFICE. JS1011' JS1011'THE STATION MARK IS A 1/2-INCH COPPER BOLT WITH A PUNCH-MARK JS1011'IN ITS CENTER, CEMENTED IN A DRILL HOLE IN THE TERRA COTTA JS1011'TILE ROOF. IT IS NEAR THE WEST END OF THE WEST WING OF THE JS1011'L-SHAPED ROOF. 7 FEET EAST OF THE WEST RAILING, 6 FEET JS1011'SOUTH OF THE NORTH RAILING AND 5.6 FEET NORTH OF THE SOUTH JS1011'RAILING. JS1011' JS1011'REFERENCE MARK NUMBER ONE IS A 1/2-INCH COPPER BOLT WITH A JS1011'PUNCH-MARK IN ITS CENTER, CEMENTED IN A DRILL HOLE IN THE TILE JS1011'ROOF, 2 INCHES SOUTH OF THE NORTH RAILING AND 15.6 FEET WEST JS1011'OF THE FLAG POLE. JS1011' JS1011'REFERENCE MARK NUMBER TWO IS A COPPER BOLT WITH A PUNCH-MARK JS1011'IN ITS CENTER, CEMENTED IN A DRILL HOLE IN THE TILE ROOF, JS1011'1 INCH NORTH OF THE SOUTH RAILING AND 5.6 FEET WEST OF THE JS1011'RAILING CORNER. JS1011 JS1011 STATION RECOVERY (1970) JS1011 JS1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LS) JS1011'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED JS1011'IN GOOD CONDITION AND THE PREVIOUS DESCRIPTIONS ARE ADEQUATE. JS1011' JS1011'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT JS1011'SACRAMENTO JS1011 JS1011 STATION RECOVERY (1972) JS1011 JS1011'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1972 (RLE) JS1011'RECOVERED BY DET 1 1ST GSS. JS1011' JS1011'PUNCH MARK IN COPPER BOLT-GOOD JS1011' JS1011'BOTH REFERENCE MARKS ARE IN GOOD CONDITION 1 National Geodetic Survey, Retrieval Date = JANUARY 9, 2007 JS1193 *********************************************************************** JS1193 DESIGNATION - M 953 JS1193 PID - JS1193 JS1193 STATE/COUNTY- CA/SACRAMENTO JS1193 USGS QUAD - ELK GROVE (1979) JS1193 JS1193 *CURRENT SURVEY CONTROL JS1193 ___________________________________________________________________ JS1193* NAD 83(1998)- 38 24 32.02629(N) 121 19 29.68762(W) ADJUSTED JS1193* NAVD 88 - 19.413 (meters) 63.69 (feet) ADJUSTED JS1193 ___________________________________________________________________ JS1193 EPOCH DATE - 2004.69 JS1193 X - -2,601,714.373 (meters) COMP JS1193 Y - -4,274,879.958 (meters) COMP JS1193 Z - 3,941,102.922 (meters) COMP JS1193 LAPLACE CORR- 5.97 (seconds) DEFLEC99 JS1193 ELLIP HEIGHT- -11.21 (meters) (10/28/05) GPS OBS JS1193 GEOID HEIGHT- -30.61 (meters) GEOID03 JS1193 DYNAMIC HT - 19.400 (meters) 63.65 (feet) COMP JS1193 MODELED GRAV- 980,002.6 (mgal) NAVD 88 JS1193 JS1193 HORZ ORDER - B JS1193 VERT ORDER - FIRST CLASS II JS1193 ELLP ORDER - FOURTH CLASS I JS1193 JS1193.The horizontal coordinates were established by GPS observations JS1193.and adjusted by the National Geodetic Survey in September 2005.. JS1193.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS1193.DATUM ITEM on the data sheet items page. JS1193.The horizontal coordinates are valid at the epoch date displayed above. JS1193.The epoch date for horizontal control is a decimal equivalence JS1193.of Year/Month/Day. JS1193 JS1193.The orthometric height was determined by differential leveling JS1193.and adjusted by the National Geodetic Survey in June 1991.. JS1193 JS1193.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS1193 JS1193.The Laplace correction was computed from DEFLEC99 derived deflections. JS1193 JS1193.The ellipsoidal height was determined by GPS observations JS1193.and is referenced to NAD 83. JS1193 JS1193.The geoid height was determined by GEOID03. JS1193 JS1193.The dynamic height is computed by dividing the NAVD 88 JS1193.geopotential number by the normal gravity value computed on the JS1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JS1193.degrees latitude (g = 980.6199 gals.). JS1193 JS1193.The modeled gravity was interpolated from observed gravity values. JS1193 JS1193; North East Units Scale Factor Converg. JS1193;SPC CA 2 - 582,611.562 2,058,962.287 MT 0.99998372 +0 25 32.2 JS1193;SPC CA 2 - 1,911,451.43 6,755,112.10 sFT 0.99998372 +0 25 32.2 JS1193;UTM 10 - 4,252,512.912 646,252.602 MT 0.99986342 +1 02 27.1 JS1193 JS1193! - Elev Factor x Scale Factor = Combined Factor JS1193!SPC CA 2 - 1.00000176 x 0.99998372 = 0.99998548 JS1193!UTM 10 - 1.00000176 x 0.99986342 = 0.99986518 JS1193 JS1193 SUPERSEDED SURVEY CONTROL JS1193 JS1193 NAD 83(1998)- 38 24 32.02591(N) 121 19 29.68663(W) AD(2002.86) 1 JS1193 NAD 83(1992)- 38 24 32.02447(N) 121 19 29.68413(W) AD(1997.30) 1 JS1193 ELLIP H (07/10/98) -11.21 (m) GP(1997.30) 4 1 JS1193 NAD 83(1992)- 38 24 32.02410(N) 121 19 29.68449(W) AD(1997.30) 1 JS1193 ELLIP H (05/14/98) -11.12 (m) GP(1997.30) 3 1 JS1193 NAD 83(1992)- 38 24 32.02206(N) 121 19 29.67990(W) AD(1991.35) 1 JS1193 ELLIP H (06/13/97) -11.15 (m) GP(1991.35) 4 2 JS1193 NAVD 88 (06/13/97) 19.41 (m) 63.7 (f) LEVELING 3 JS1193 NGVD 29 (??/??/92) 18.676 (m) 61.27 (f) ADJ UNCH 1 2 JS1193 JS1193.Superseded values are not recommended for survey control. JS1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1193.See file dsdata.txt to determine how the superseded data were derived. JS1193 JS1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4625352513(NAD 83) JS1193_MARKER: DB = BENCH MARK DISK JS1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1193_SP_SET: CONCRETE POST JS1193_STAMPING: M 953 1962 JS1193_MARK LOGO: CGS JS1193_MAGNETIC: N = NO MAGNETIC MATERIAL JS1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1193+STABILITY: SURFACE MOTION JS1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS1193+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 JS1193 JS1193 HISTORY - Date Condition Report By JS1193 HISTORY - 1962 MONUMENTED CGS JS1193 HISTORY - 1987 GOOD NGS JS1193 HISTORY - 19940201 GOOD CADT JS1193 HISTORY - 19970827 GOOD BOR JS1193 HISTORY - 20021105 GOOD CADWR JS1193 HISTORY - 20040408 GOOD CADT JS1193 HISTORY - 20040727 POOR WOOROD JS1193 HISTORY - 20040810 GOOD BESTOR JS1193 HISTORY - 20041005 GOOD CADT JS1193 JS1193 STATION DESCRIPTION JS1193 JS1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 JS1193'2 MI SW FROM SHELDON. JS1193'2.05 MILES SOUTHWEST ALONG GRANT LINE ROAD FROM THE JUNCTION JS1193'OF WILTON ROAD AT SHELDON, AT THE JUNCTION OF ELK GROVE BOULEVARD, JS1193'40 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 104 FEET JS1193'SOUTH OF THE CENTER LINE OF THE BOULEVARD, 17 FEET SOUTHWEST OF JS1193'A FENCE CORNER, 2 1/2 FEET NORTHEAST OF TELEPHONE POLE 20/1 WITH JS1193'A GUY WIRE, 5.0 FEET SOUTHEAST OF A FENCE, 1.3 FEET SOUTHWEST JS1193'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET JS1193'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE JS1193'GROUND. JS1193 JS1193 STATION RECOVERY (1987) JS1193 JS1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 JS1193'RECOVERED IN GOOD CONDITION. JS1193 JS1193 STATION RECOVERY (1994) JS1193 JS1193'RECOVERY NOTE BY CALTRANS 1994 (JCB) JS1193'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE JS1193'STATION IS LOCATED AT THE INTERSECTION OF GRANT LINE ROAD AND ELK JS1193'GROVE BLVD, ABOUT 15 MI (24.1 KM) SOUTHEAST OF SACRAMENTO AND 2 MI JS1193'(3.2 KM) EAST OF ELK GROVE. TO REACH THE STATION FROM THE STATE JS1193'HIGHWAY 99/GRANT LINE ROAD INTERCHANGE, ABOUT 2 MI (3.2 KM) SOUTH OF JS1193'ELK GROVE, GO NORTHEAST ON GRANT LINE ROAD FOR 3.1 MI (5.0 KM) TO A JS1193'SIDE ROAD LEFT, ELK GROVE BLVD AND THE STATION ON THE LEFT. THE JS1193'STATION IS LOCATED WEST OF THE CENTERLINE INTERSECTION OF ELK GROVE JS1193'BLVD AND GRANT LINE ROAD, 89.0 FT (27.1 M) SOUTH OF THE CENTERLINE OF JS1193'ELK GROVE BLVD, 40.5 FT (12.3 M) NORTHWEST OF THE CENTERLINE OF GRANT JS1193'LINE ROAD, 3.8 FT (1.2 M) EAST OF A GUYED TELEPHONE POLE, 1.5 FT (0.5 JS1193'M) WEST OF A METAL WITNESS POST, LEVEL WITH GRANT LINE ROAD AND JS1193'PROJECTS 0.2 FT (0.1 M) ABOVE GROUND. THIS STATION WAS OCCUPIED AS JS1193'PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. JS1193 JS1193 STATION RECOVERY (1997) JS1193 JS1193'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS1193'THE STATION WAS RECOVERED. TO REACH THE STATION FROM THE INTERSECTION JS1193'OF STATE HIGHWAY 99 AND ELK GROVE BOULEVARD, GO EAST ON ELK GROVE JS1193'BOULEVARD FOR 0.7 MI (1.1 KM) TO WILLIAMSON DRIVE. CONTINUE EAST ON JS1193'ELK GROVE BOULEVARD FOR 2.75 MI (4.43 KM) TO A T-INTERSECTION WITH JS1193'GRANT LINE ROAD AND THE STATION ON THE RIGHT (SOUTH) , JUST NORTH OF A JS1193'TELEPHONE POLE ON THE WEST SIDE OF GRANT LINE ROAD. THE STATION WAS JS1193'OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA JS1193'GPS/VERTICAL PROJECT. JS1193 JS1193 STATION RECOVERY (2002) JS1193 JS1193'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS1193'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS1193'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS1193 JS1193 STATION RECOVERY (2004) JS1193 JS1193'RECOVERY NOTE BY CALTRANS 2004 (RLM) JS1193'RECOVERED IN GOOD CONDITION. JS1193 JS1193 STATION RECOVERY (2004) JS1193 JS1193'RECOVERY NOTE BY WOOD RODGERS INC 2004 (MJS) JS1193'APPEARS DISTURBED JS1193'DID NOT FIT DATASHEET POSITION JS1193 JS1193 STATION RECOVERY (2004) JS1193 JS1193'RECOVERY NOTE BY BESTOR ENGINEERS INCORPORATED 2004 (SDT) JS1193'RECOVERED IN GOOD CONDITION. JS1193 JS1193 STATION RECOVERY (2004) JS1193 JS1193'RECOVERY NOTE BY CALTRANS 2004 (DWM) JS1193'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS JS1193'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT JS1193'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = JANUARY 9, 2007 JS2284 *********************************************************************** JS2284 DESIGNATION - K 128 JS2284 PID - JS2284 JS2284 STATE/COUNTY- CA/YOLO JS2284 USGS QUAD - DAVIS (1992) JS2284 JS2284 *CURRENT SURVEY CONTROL JS2284 ___________________________________________________________________ JS2284* NAD 83(1992)- 38 33 47.78448(N) 121 38 51.85960(W) ADJUSTED JS2284* NAVD 88 - 5.842 (meters) 19.17 (feet) ADJUSTED JS2284 ___________________________________________________________________ JS2284 EPOCH DATE - 1991.35 JS2284 LAPLACE CORR- 2.23 (seconds) DEFLEC99 JS2284 GEOID HEIGHT- -30.99 (meters) GEOID03 JS2284 DYNAMIC HT - 5.838 (meters) 19.15 (feet) COMP JS2284 MODELED GRAV- 980,012.2 (mgal) NAVD 88 JS2284 JS2284 HORZ ORDER - THIRD JS2284 VERT ORDER - FIRST CLASS I JS2284 JS2284.The horizontal coordinates were established by classical geodetic methods JS2284.and adjusted by the National Geodetic Survey in March 1994.. JS2284.No horizontal observational check was made to the station. JS2284.The horizontal coordinates are valid at the epoch date displayed above. JS2284.The epoch date for horizontal control is a decimal equivalence JS2284.of Year/Month/Day. JS2284 JS2284.The orthometric height was determined by differential leveling JS2284.and adjusted by the National Geodetic Survey in June 1991.. JS2284 JS2284.The Laplace correction was computed from DEFLEC99 derived deflections. JS2284 JS2284.The geoid height was determined by GEOID03. JS2284 JS2284.The dynamic height is computed by dividing the NAVD 88 JS2284.geopotential number by the normal gravity value computed on the JS2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JS2284.degrees latitude (g = 980.6199 gals.). JS2284 JS2284.The modeled gravity was interpolated from observed gravity values. JS2284 JS2284; North East Units Scale Factor Converg. JS2284;SPC CA 2 - 599,588.290 2,030,700.387 MT 0.99995581 +0 13 19.5 JS2284;SPC CA 2 - 1,967,149.25 6,662,389.52 sFT 0.99995581 +0 13 19.5 JS2284;UTM 10 - 4,269,181.150 617,813.541 MT 0.99977093 +0 50 35.0 JS2284 JS2284! - Elev Factor x Scale Factor = Combined Factor JS2284!SPC CA 2 - 1.00000395 x 0.99995581 = 0.99995976 JS2284!UTM 10 - 1.00000395 x 0.99977093 = 0.99977488 JS2284 JS2284 SUPERSEDED SURVEY CONTROL JS2284 JS2284 NAD 83(1986)- 38 33 47.77440(N) 121 38 51.86531(W) AD(1984.00) 3 JS2284 NAD 27 - 38 33 48.11300(N) 121 38 48.00700(W) AD( ) 3 JS2284 NGVD 29 (??/??/92) 5.069 (m) 16.63 (f) ADJ UNCH 1 1 JS2284 JS2284.Superseded values are not recommended for survey control. JS2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2284.See file dsdata.txt to determine how the superseded data were derived. JS2284 JS2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1781469181(NAD 83) JS2284_MARKER: DB = BENCH MARK DISK JS2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS2284_SP_SET: SET IN TOP OF CONCRETE MONUMENT JS2284_STAMPING: K 128 1932 17.005 JS2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS2284+STABILITY: SURFACE MOTION JS2284 JS2284 HISTORY - Date Condition Report By JS2284 HISTORY - 1960 MONUMENTED CGS JS2284 HISTORY - 1964 GOOD NGS JS2284 JS2284 STATION DESCRIPTION JS2284 JS2284'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (IRR) JS2284'STATION IS A USC AND GS BENCH MARK DISK STAMPED 17.005 K 128 1932 JS2284'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 5 INCHES ABOVE JS2284'THE GROUND. IT IS 139 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD JS2284'HIGHWAY, 20 FEET NORTHEAST OF THE CENTERLINE OF A FARM DRIVEWAY, JS2284'2 FEET NORTHWEST OF A FENCE LINE, AND 1.6 FEET EAST OF A METAL JS2284'WITNESS POST. JS2284 JS2284 STATION RECOVERY (1964) JS2284 JS2284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 JS2284'5.2 MI E FROM DAVIS. JS2284'5.15 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE DAVIS OVERPASS AT JS2284'DAVIS, 505 FEET NORTH OF THE CENTER LINE OF THE NORTH LANES, JS2284'299 FEET NORTH OF AND ACROSS A DRIVEWAY FROM BENCH MARK CASTRO JS2284'2 R.M. 3, 18 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 93 JS2284'FEET SOUTH OF THE CENTER LINE OF A FRONTAGE, 28 FEET SOUTHWEST JS2284'OF THE CENTER LINE OF A GRAVELED DRIVEWAY, 29 FEET EAST-NORTHEAST JS2284'OF AND ACROSS THE DRIVEWAY FROM A T JUNCTION POWER LINE POLE, JS2284'1.5 FEET EAST OF A WITNESS POST, 4.2 FEET NORTHWEST OF A FENCE, JS2284'ABOUT LEVEL WITH THE DRIVEWAY, AND SET IN THE TOP OF A CONCRETE JS2284'POST 0.2 FOOT UNDERGROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 9, 2007 JS3889 *********************************************************************** JS3889 FBN - This is a Federal Base Network Control Station. JS3889 DESIGNATION - W 1413 JS3889 PID - JS3889 JS3889 STATE/COUNTY- CA/SAN JOAQUIN JS3889 USGS QUAD - LODI SOUTH (1976) JS3889 JS3889 *CURRENT SURVEY CONTROL JS3889 ___________________________________________________________________ JS3889* NAD 83(1998)- 38 05 09.26233(N) 121 16 30.64863(W) ADJUSTED JS3889* NAVD 88 - 12.392 (meters) 40.66 (feet) ADJUSTED JS3889 ___________________________________________________________________ JS3889 EPOCH DATE - 2002.86 JS3889 X - -2,609,521.868 (meters) COMP JS3889 Y - -4,296,100.733 (meters) COMP JS3889 Z - 3,912,941.789 (meters) COMP JS3889 LAPLACE CORR- 3.65 (seconds) DEFLEC99 JS3889 ELLIP HEIGHT- -19.03 (meters) (10/28/05) GPS OBS JS3889 GEOID HEIGHT- -31.42 (meters) GEOID03 JS3889 DYNAMIC HT - 12.383 (meters) 40.63 (feet) COMP JS3889 MODELED GRAV- 979,973.3 (mgal) NAVD 88 JS3889 JS3889 HORZ ORDER - FIRST JS3889 VERT ORDER - FIRST CLASS II JS3889 ELLP ORDER - FOURTH CLASS I JS3889 JS3889.ITRF positions are available for this station. JS3889.The horizontal coordinates were established by GPS observations JS3889.and adjusted by the National Geodetic Survey in October 2005.. JS3889.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS3889.DATUM ITEM on the data sheet items page. JS3889.The horizontal coordinates are valid at the epoch date displayed above. JS3889.The epoch date for horizontal control is a decimal equivalence JS3889.of Year/Month/Day. JS3889 JS3889.The orthometric height was determined by differential leveling JS3889.and adjusted by the National Geodetic Survey in June 1991.. JS3889 JS3889.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS3889 JS3889.The Laplace correction was computed from DEFLEC99 derived deflections. JS3889 JS3889.The ellipsoidal height was determined by GPS observations JS3889.and is referenced to NAD 83. JS3889 JS3889.The geoid height was determined by GEOID03. JS3889 JS3889.The dynamic height is computed by dividing the NAVD 88 JS3889.geopotential number by the normal gravity value computed on the JS3889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JS3889.degrees latitude (g = 980.6199 gals.). JS3889 JS3889.The modeled gravity was interpolated from observed gravity values. JS3889 JS3889; North East Units Scale Factor Converg. JS3889;SPC CA 3 - 676,289.206 1,931,997.955 MT 0.99994621 -0 28 28.5 JS3889;SPC CA 3 - 2,218,792.17 6,338,563.29 sFT 0.99994621 -0 28 28.5 JS3889;UTM 10 - 4,216,751.226 651,263.265 MT 0.99988180 +1 03 50.9 JS3889 JS3889! - Elev Factor x Scale Factor = Combined Factor JS3889!SPC CA 3 - 1.00000299 x 0.99994621 = 0.99994920 JS3889!UTM 10 - 1.00000299 x 0.99988180 = 0.99988479 JS3889 JS3889 SUPERSEDED SURVEY CONTROL JS3889 JS3889 NAD 83(1998)- 38 05 09.26114(N) 121 16 30.64701(W) AD(1998.50) A JS3889 ELLIP H (04/06/00) -19.04 (m) GP(1998.50) 3 1 JS3889 NAD 83(1992)- 38 05 09.26094(N) 121 16 30.64688(W) AD(1997.30) 1 JS3889 ELLIP H (07/10/98) -19.05 (m) GP(1997.30) 4 1 JS3889 NAD 83(1992)- 38 05 09.26021(N) 121 16 30.64668(W) AD(1997.30) 1 JS3889 ELLIP H (05/14/98) -18.95 (m) GP(1997.30) 3 1 JS3889 NAD 83(1992)- 38 05 09.25872(N) 121 16 30.64376(W) AD(1991.35) 1 JS3889 ELLIP H (10/14/94) -18.98 (m) GP(1991.35) 4 2 JS3889 NAVD 88 (07/10/98) 12.39 (m) 40.6 (f) LEVELING 3 JS3889 NAVD 88 (10/14/94) 12.39 (m) 40.6 (f) LEVELING 3 JS3889 JS3889.Superseded values are not recommended for survey control. JS3889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS3889.See file dsdata.txt to determine how the superseded data were derived. JS3889 JS3889_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH5126316751(NAD 83) JS3889_MARKER: F = FLANGE-ENCASED ROD JS3889_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) JS3889_SP_SET: STAINLESS STEEL ROD JS3889_STAMPING: W 1413 1987 JS3889_MARK LOGO: NGS JS3889_PROJECTION: FLUSH JS3889_MAGNETIC: N = NO MAGNETIC MATERIAL JS3889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS3889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS3889+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004 JS3889_ROD/PIPE-DEPTH: 11.0 meters JS3889 JS3889 HISTORY - Date Condition Report By JS3889 HISTORY - 1987 MONUMENTED NGS JS3889 HISTORY - 19930325 GOOD CADT JS3889 HISTORY - 19940103 GOOD CADT JS3889 HISTORY - 19940127 GOOD CADT JS3889 HISTORY - 19971010 GOOD BOR JS3889 HISTORY - 19980501 GOOD CADT JS3889 HISTORY - 20000616 GOOD NGS JS3889 HISTORY - 20021122 GOOD CADWR JS3889 HISTORY - 20040708 GOOD CADWR JS3889 JS3889 STATION DESCRIPTION JS3889 JS3889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 JS3889'3.5 KM (2.15 MI) SOUTH FROM LODI. JS3889'3.2 KM (2.00 MI) SOUTH ALONG WEST LANE ROAD FROM THE JUNCTION OF JS3889'KETTLEMAN ROAD IN LODI, THENCE 0.32 KM (0.20 MI) EAST ALONG ARMSTRONG JS3889'ROAD, AT THE 2ND TELEPHONE POLE SOUTH OF THE CROSSING OF THE SOUTHERN JS3889'PACIFIC RAILROAD, AT RAILROAD MILEPOLE 100, 7.6 M (24.9 FT) EAST OF JS3889'THE CENTERLINE OF PETERSON ROAD, 13.0 M (42.7 FT) WEST OF THE WEST JS3889'RAIL, 5.7 M (18.7 FT) WEST OF THE CENTER OF A TRACK ROAD, 0.73 M (2.4 JS3889'FT) SOUTH OF MILEPOLE 100. NOTE--ACCESS TO DATUM POINT IS HAD JS3889'THROUGH A 5-INCH LOGO CAP. JS3889'THE MARK IS 0.3 METERS S FROM A WITNESS POST JS3889'THE MARK IS 1.8 M BELOW THE RAILROAD. JS3889 JS3889 STATION RECOVERY (1993) JS3889 JS3889'RECOVERY NOTE BY CALTRANS 1993 (PDG) JS3889'RECOVERED AS DESCRIBED. JS3889 JS3889 STATION RECOVERY (1994) JS3889 JS3889'RECOVERY NOTE BY CALTRANS 1994 (DBS) JS3889'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. JS3889' JS3889'THE STATION IS LOCATED NEAR THE ARMSTRONG ROAD CROSSING OF THE JS3889'SOUTHERN PACIFIC RAILROAD, ABOUT 10 MI (16.1 KM) NORTH OF THE CITY OF JS3889'STOCKTON AND ABOUT 3.5 MI (5.6 KM) SOUTH OF THE CITY OF LODI. JS3889' JS3889'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 99 AND JS3889'ARMSTRONG ROAD, ABOUT 3.5 MI (5.6 KM) SOUTH OF LODI, GO WEST ON JS3889'ARMSTRONG ROAD FOR 0.85 MI (1.37 KM) TO A SIDE ROAD LEFT, PEARSON ROAD JS3889'(ABOUT 75 FT (22.9 M) WEST OF THE SOUTHERN PACIFIC RAILROAD TRACKS). JS3889'TURN LEFT AND GO SOUTH ON PEARSON ROAD FOR ABOUT 240 FT (73.2 M) TO JS3889'THE STATION ON THE LEFT. JS3889' JS3889'THE STATION IS ABOUT 240 FT (73.2 M) SOUTH OF ARMSTRONG RD, 42.0 FT JS3889'(12.8 M) WEST OF THE WEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 31.8 JS3889'FT (9.7 M) WEST OF RAILROAD MILE POST 100, 24.5 FT (7.5 M) EAST OF THE JS3889'CENTERLINE OF PEARSON ROAD, 1.0 FT (0.3 M) NORTH OF A CARSONITE JS3889'WITNESS POST, 0.8 FT (0.2 M) SOUTH OF ANOTHER CARSONITE WITNESS POST, JS3889'ABOUT 4 FT (1.2 M) LOWER THAN THE RAILROAD TRACK AND ABOUT LEVEL WITH JS3889'THE ROADWAY. JS3889' JS3889'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION JS3889'SURVEY. JS3889 JS3889 STATION RECOVERY (1994) JS3889 JS3889'RECOVERY NOTE BY CALTRANS 1994 (JCB) JS3889'RECOVERED AS DESCRIBED. JS3889 JS3889 STATION RECOVERY (1997) JS3889 JS3889'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS3889'THE STATION WAS RECOVERED AND AN ADDITIONAL TO REACH FOLLOWS. THE JS3889'STATION IS ABOUT 8.8 MI (14.2 KM) NORTH OF STOCKTON, 3.6 MI (5.8 KM) JS3889'SOUTH OF LODI, AND ABOUT 0.8 MI (1.3 KM) WEST OF STATE HIGHWAY 99, JS3889'NEAR THE MICKE GROVE COUNTY PARK. TO REACH THE STATION FROM THE JS3889'INTERSECTION OF INTERSTATE HIGHWAY 5 AND EIGHT MILE ROAD, ABOUT 8 MI JS3889'(12.9 KM) NORTH OF STOCKTON, GO EAST ON EIGHT MILE ROAD FOR 3.4 MI JS3889'(5.5 KM) TO THE INTERSECTION OF LOWER SACRAMENTO ROAD. TURN LEFT AND JS3889'GO NORTH ON LOWER SACRAMENTO ROAD FOR 2 MI (3.2 KM) TO ARMSTRONG ROAD. JS3889'TURN RIGHT AND GO EAST ON ARMSTRONG ROAD FOR 1.73 MI (2.78 KM) TO THE JS3889'INTERSECTION OF WEST LANE. CONTINUE EAST FOR 0.22 MI (0.35 KM) TO THE JS3889'INTERSECTION OF PEARSON ROAD JUST WEST OF THE RAILROAD TRACKS. TURN JS3889'RIGHT AND GO SOUTH ON PEARSON ROAD FOR ABOUT 235 FT (71.6 M) TO THE JS3889'STATION ON THE LEFT, IN A SLIGHT MOUND, 1.5 FT (0.5 M) SOUTHEAST OF AN JS3889'OLD TREE STUMP. THE INTERSECTION OF ARMSTRONG ROAD AND PEARSON ROAD JS3889'IS ALSO 1.0 MI (1.6 KM) WEST OF THE INTERSECTION OF ARMSTRONG ROAD AND JS3889'STATE HIGHWAY 99. THE STATION WAS OCCUPIED AS PART OF THE SAN JS3889'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. (RWK) JS3889 JS3889 STATION RECOVERY (1998) JS3889 JS3889'RECOVERY NOTE BY CALTRANS 1998 (JDD) JS3889'RECOVERED AS DESCRIBED. JS3889 JS3889 STATION RECOVERY (2000) JS3889 JS3889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS) JS3889'15.0 KM (9.30 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE JS3889'JUNCTION OF STATE HIGHWAY 4 EAST IN STOCKTON TO EIGHT MILE ROAD EXIT, JS3889'THENCE 5.5 KM (3.40 MI) EASTERLY ALONG EIGHT MILE ROAD, THENCE 3.2 KM JS3889'(2.00 MI) NORTHERLY ALONG LOWER SACRAMENTO ROAD, THENCE 3.1 KM (1.90 JS3889'MI) EASTERLY ALONG ARMSTRONG ROAD, 72.0 M (236.2 FT) SOUTH OF THE JS3889'CENTER OF ARMSTRONG ROAD, 12.8 M (42.0 FT) WEST OF THE NEAR RAIL OF JS3889'THE UNION PACIFIC RAILROAD, 7.5 M (24.6 FT) EAST OF AND LEVEL WITH THE JS3889'CENTERLINE OF PEARSON ROAD, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, JS3889'AND 0.2 M (0.7 FT) SOUTH OF A WITNESS POST. NOTE--ACCESS TO THE DATUM JS3889'POINT IS THROUGH A 5-INCH LOGO CAP. THE MONUMENT IS ON THE ROAD JS3889'RIGHT-OF-WAY. THIS IS A FEDERAL BASE NETWORK CONTROL STATION. JS3889 JS3889 STATION RECOVERY (2002) JS3889 JS3889'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS3889'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS3889'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS3889 JS3889 STATION RECOVERY (2004) JS3889 JS3889'RECOVERY NOTE BY CA DEPT OF WATER RES 2004 (RJ) JS3889'LOGO CAP MISSING BUT MARK INTACT. 1 National Geodetic Survey, Retrieval Date = JANUARY 9, 2007 JS1244 *********************************************************************** JS1244 HT_MOD - This is a Height Modernization Survey Station. JS1244 TIDAL BM - This is a Tidal Bench Mark. JS1244 DESIGNATION - HOPE RM 3 JS1244 PID - JS1244 JS1244 STATE/COUNTY- CA/SAN JOAQUIN JS1244 USGS QUAD - THORNTON (1978) JS1244 JS1244 *CURRENT SURVEY CONTROL JS1244 ___________________________________________________________________ JS1244* NAD 83(1998)- 38 13 31.37221(N) 121 29 32.15645(W) ADJUSTED JS1244* NAVD 88 - 6.44 (meters) 21.1 (feet) GPS OBS JS1244 ___________________________________________________________________ JS1244 EPOCH DATE - 2002.86 JS1244 X - -2,620,781.549 (meters) COMP JS1244 Y - -4,278,022.944 (meters) COMP JS1244 Z - 3,925,111.725 (meters) COMP JS1244 LAPLACE CORR- 5.37 (seconds) DEFLEC99 JS1244 ELLIP HEIGHT- -25.15 (meters) (10/28/05) GPS OBS JS1244 GEOID HEIGHT- -31.61 (meters) GEOID03 JS1244 JS1244 HORZ ORDER - FIRST JS1244 VERT ORDER - FIRST CLASS II (See Below) JS1244 ELLP ORDER - FOURTH CLASS I JS1244 JS1244.The horizontal coordinates were established by GPS observations JS1244.and adjusted by the National Geodetic Survey in October 2005.. JS1244.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS1244.DATUM ITEM on the data sheet items page. JS1244.The horizontal coordinates are valid at the epoch date displayed above. JS1244.The epoch date for horizontal control is a decimal equivalence JS1244.of Year/Month/Day. JS1244 JS1244.The orthometric height was determined by GPS observations and a JS1244.high-resolution geoid model using precise GPS observation and JS1244.processing techniques. JS1244.The vertical order pertains to the NGVD 29 superseded value. JS1244 JS1244.This Tidal Bench Mark is designated as VM 8685 JS1244.by the Center for Operational Oceanographic Products and Services. JS1244 JS1244.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS1244 JS1244.The Laplace correction was computed from DEFLEC99 derived deflections. JS1244 JS1244.The ellipsoidal height was determined by GPS observations JS1244.and is referenced to NAD 83. JS1244 JS1244.The geoid height was determined by GEOID03. JS1244 JS1244; North East Units Scale Factor Converg. JS1244;SPC CA 3 - 691,949.097 1,913,119.081 MT 0.99996337 -0 36 27.0 JS1244;SPC CA 3 - 2,270,169.66 6,276,624.85 sFT 0.99996337 -0 36 27.0 JS1244;UTM 10 - 4,231,896.573 631,972.492 MT 0.99981450 +0 55 59.0 JS1244 JS1244! - Elev Factor x Scale Factor = Combined Factor JS1244!SPC CA 3 - 1.00000395 x 0.99996337 = 0.99996732 JS1244!UTM 10 - 1.00000395 x 0.99981450 = 0.99981845 JS1244 JS1244: Primary Azimuth Mark Grid Az JS1244:SPC CA 3 - THORNTON CANNING CO TANK 090 50 37.6 JS1244:UTM 10 - THORNTON CANNING CO TANK 089 18 11.6 JS1244 JS1244|---------------------------------------------------------------------| JS1244| PID Reference Object Distance Geod. Az | JS1244| dddmmss.s | JS1244| JS4235 THORNTON CANNING CO TANK APPROX. 6.7 KM 0901410.6 | JS1244| DB3791 HOPE AZ MK 2 2225608.6 | JS1244| JS1243 HOPE 28.419 METERS 33435 | JS1244| JS1242 TIDAL 11 35611 | JS1244|---------------------------------------------------------------------| JS1244 JS1244 SUPERSEDED SURVEY CONTROL JS1244 JS1244 NAD 83(1992)- 38 13 31.37035(N) 121 29 32.14909(W) AD(1997.30) 1 JS1244 ELLIP H (07/10/98) -25.31 (m) GP(1997.30) 4 1 JS1244 NAD 83(1992)- 38 13 31.36994(N) 121 29 32.14943(W) AD(1997.30) 1 JS1244 ELLIP H (05/14/98) -25.22 (m) GP(1997.30) 3 1 JS1244 NAD 83(1992)- 38 13 31.36849(N) 121 29 32.14562(W) AD(1991.35) 1 JS1244 ELLIP H (10/14/94) -25.23 (m) GP(1991.35) 4 2 JS1244 NAD 83(1992)- 38 13 31.36694(N) 121 29 32.14258(W) AD(1991.35) 3 JS1244 NAD 83(1986)- 38 13 31.36293(N) 121 29 32.14558(W) AD(1984.00) 3 JS1244 NAD 27 - 38 13 31.66656(N) 121 29 28.31639(W) AD( ) 3 JS1244 NGVD 29 (??/??/92) 5.576 (m) 18.29 (f) ADJ UNCH 1 2 JS1244 JS1244.Superseded values are not recommended for survey control. JS1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1244.See file dsdata.txt to determine how the superseded data were derived. JS1244 JS1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3197231897(NAD 83) JS1244_MARKER: DR = REFERENCE MARK DISK JS1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT JS1244_STAMPING: HOPE NO 3 1931 JS1244_MARK LOGO: CGS JS1244_MAGNETIC: N = NO MAGNETIC MATERIAL JS1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1244+STABILITY: SURFACE MOTION JS1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS1244+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002 JS1244 JS1244 HISTORY - Date Condition Report By JS1244 HISTORY - 1954 MONUMENTED CGS JS1244 HISTORY - 1970 GOOD NGS JS1244 HISTORY - 19940112 GOOD CADT JS1244 HISTORY - 19970829 GOOD BOR JS1244 HISTORY - 20021120 POOR CADWR JS1244 HISTORY - 20040810 POOR BESTOR JS1244 JS1244 STATION DESCRIPTION JS1244 JS1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 JS1244'REFERENCE MARK 3 IS A C AND GS REFERENCE MARK DISK STAMPED HOPE JS1244'NO 3 1931 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING JS1244'0.8 FOOT ABOVE THE GROUND AND IS 87.5 FEET SOUTH OF THE JS1244'CENTERLINE OF WALNUT GROVE-THORNTON ROAD, 70.8 FEET SOUTH OF THE JS1244'SOUTHWEST CORNER OF THE WEST CONCRETE ABUTMENT OF THE BRIDGE, 22 JS1244'FEET EAST OF THE CENTERLINE OF A LEVEE ROAD, 1.3 FEET NORTHWEST JS1244'OF A METAL WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE JS1244'STATION MARK. JS1244 JS1244 STATION RECOVERY (1970) JS1244 JS1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 JS1244'2.4 MI SE FROM WALNUT GROVE. JS1244'2.4 MILES SOUTHEAST ALONG WALNUT GROVE-THORNTON ROAD FROM THE JS1244'POST OFFICE AT WALNUT GROVE, AT THE WEST END OF CONCRETE BRIDGE JS1244'NO. 1473 OVER THE SOUTH FORK MOKELUMNE RIVER, AT THE NORTH END JS1244'OF STATEN ISLAND, 93.2 FEET SOUTH-SOUTHEAST OF TRIANGULATION JS1244'STATION HOPE 1931 = TIDAL 7, 87.5 FEET SOUTH OF THE CENTERLINE JS1244'OF WALNUT GROVE-THORNTON ROAD, 70.8 FEET SOUTH OF THE SOUTHWEST JS1244'CORNER OF THE WEST CONCRETE ABUTMENT OF THE BRIDGE, 22 FEET EAST JS1244'OF THE CENTERLINE OF A LEVEE ROAD, 1.3 FEET NORTHWEST OF A JS1244'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST JS1244'PROJECTING 0.8 FOOT ABOVE THE GROUND. JS1244 JS1244 STATION RECOVERY (1994) JS1244 JS1244'RECOVERY NOTE BY CALTRANS 1994 (DBS) JS1244'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. JS1244' JS1244'THE STATION IS LOCATED AT THE WEST END OF THE WALNUT GROVE ROAD BRIDGE JS1244'(NO. 1473) OVER THE SOUTH FORK OF THE MOKELUMNE RIVER, ABOUT 23 MI JS1244'(37.0 KM) NORTHWEST OF STOCKTON, ABOUT 3.5 MI (5.6 KM) WEST OF JS1244'THORNTON AND ABOUT 2 MI (3.2 KM) SOUTHEAST OF WALNUT GROVE. JS1244' JS1244'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND JS1244'WALNUT GROVE ROAD (THORNTON/WALNUT GROVE EXIT), ABOUT 21 MI (33.8 KM) JS1244'NORTH-NORTHWEST OF STOCKTON, GO WEST ON WALNUT GROVE ROAD FOR 3.35 MI JS1244'(5.39 KM) TO THE WEST END OF THE BRIDGE (NO. 1473) OVER THE SOUTH FORK JS1244'OF THE MOKELUMNE RIVER AND THE STATION ON THE LEFT. JS1244' JS1244'THE STATION IS IN THE TOP OF THE RIVER LEVEE, 87.5 FT (26.7 M) SOUTH JS1244'OF THE CENTERLINE OF WALNUT GROVE ROAD, 70.8 FT (21.6 M) SOUTH OF THE JS1244'SOUTHWEST CORNER OF THE WEST CONCRETE ABUTMENT OF THE BRIDGE, AND JS1244'PROJECTS 0.8 FT (0.2 M) ABOVE THE GROUND. JS1244' JS1244'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION JS1244'SURVEY. JS1244 JS1244 STATION RECOVERY (1997) JS1244 JS1244'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS1244'THE STATION WAS RECOVERED AND IS ABOUT 24.25 MI (39.03 KM) SOUTH OF JS1244'THE STATE CAPITOL IN SACRAMENTO. THE STATION IS NOW 2.4 FT (0.7 M) JS1244'NORTH-NORTHWEST OF A CARSONITE WITNESS POST, 4.4 FT (1.3 M) JS1244'NORTH-NORTHWEST OF A METAL T FENCE POST, AND PROJECTING 1.0 FT (0.3 M) JS1244'ABOVE THE GROUND. THE STATION WAS OCCUPIED AS PART OF THE SAN JS1244'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. JS1244 JS1244 STATION RECOVERY (2002) JS1244 JS1244'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 JS1244'RECOVERED AS DESCRIBED IN POOR CONDITION. STATION WAS INCLUDED THIS JS1244'TIME TO ACQUIRE DATA FOR COMPARISON WITH PREVIOUS (1997) HT MOD JS1244'SURVEY. THE STATION WAS OBSERVED AS PART OF THE DWR DELTA 2002 JS1244'SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS1244 JS1244 STATION RECOVERY (2004) JS1244 JS1244'RECOVERY NOTE BY BESTOR ENGINEERS INCORPORATED 2004 (SDT) JS1244'POINT FOUND UNSTABLE AND PROJECTING APPROXIMATELY 2 FEET ABOVE GROUND. JS1244' 1 National Geodetic Survey, Retrieval Date = JANUARY 9, 2007 AE9891 *********************************************************************** AE9891 HT_MOD - This is a Height Modernization Survey Station. AE9891 DESIGNATION - 56 MDC 1974 AE9891 PID - AE9891 AE9891 STATE/COUNTY- CA/SAN JOAQUIN AE9891 USGS QUAD - TERMINOUS (1993) AE9891 AE9891 *CURRENT SURVEY CONTROL AE9891 ___________________________________________________________________ AE9891* NAD 83(1998)- 38 01 00.37795(N) 121 27 23.65142(W) ADJUSTED AE9891* NAVD 88 - 3.08 (meters) 10.1 (feet) GPS OBS AE9891 ___________________________________________________________________ AE9891 EPOCH DATE - 2002.86 AE9891 X - -2,625,573.776 (meters) COMP AE9891 Y - -4,291,845.948 (meters) COMP AE9891 Z - 3,906,892.947 (meters) COMP AE9891 LAPLACE CORR- 4.03 (seconds) DEFLEC99 AE9891 ELLIP HEIGHT- -28.92 (meters) (10/28/05) GPS OBS AE9891 GEOID HEIGHT- -32.01 (meters) GEOID03 AE9891 AE9891 HORZ ORDER - FIRST AE9891 ELLP ORDER - FOURTH CLASS I AE9891 AE9891.The horizontal coordinates were established by GPS observations AE9891.and adjusted by the National Geodetic Survey in October 2005.. AE9891.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9891.DATUM ITEM on the data sheet items page. AE9891.The horizontal coordinates are valid at the epoch date displayed above. AE9891.The epoch date for horizontal control is a decimal equivalence AE9891.of Year/Month/Day. AE9891 AE9891.The orthometric height was determined by GPS observations and a AE9891.high-resolution geoid model using precise GPS observation and AE9891.processing techniques. AE9891 AE9891.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9891 AE9891.The Laplace correction was computed from DEFLEC99 derived deflections. AE9891 AE9891.The ellipsoidal height was determined by GPS observations AE9891.and is referenced to NAD 83. AE9891 AE9891.The geoid height was determined by GEOID03. AE9891 AE9891; North East Units Scale Factor Converg. AE9891;SPC CA 3 - 668,763.510 1,916,007.766 MT 0.99993990 -0 35 08.3 AE9891;SPC CA 3 - 2,194,101.62 6,286,102.15 sFT 0.99993990 -0 35 08.3 AE9891;UTM 10 - 4,208,799.909 635,482.173 MT 0.99982607 +0 57 02.6 AE9891 AE9891! - Elev Factor x Scale Factor = Combined Factor AE9891!SPC CA 3 - 1.00000454 x 0.99993990 = 0.99994444 AE9891!UTM 10 - 1.00000454 x 0.99982607 = 0.99983061 AE9891 AE9891 SUPERSEDED SURVEY CONTROL AE9891 AE9891 NAD 83(1992)- 38 01 00.37580(N) 121 27 23.64893(W) AD(1997.30) 1 AE9891 ELLIP H (07/10/98) -28.89 (m) GP(1997.30) 4 1 AE9891 NAD 83(1992)- 38 01 00.37539(N) 121 27 23.64922(W) AD(1997.30) 1 AE9891 ELLIP H (05/14/98) -28.81 (m) GP(1997.30) 3 1 AE9891 AE9891.Superseded values are not recommended for survey control. AE9891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9891.See file dsdata.txt to determine how the superseded data were derived. AE9891 AE9891_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3548208800(NAD 83) AE9891_MARKER: DD = SURVEY DISK AE9891_SETTING: 30 = SET IN A LIGHT STRUCTURE AE9891_SP_SET: BUILDING CONCRETE PAD AE9891_STAMPING: 56 MDC 1974 8 AE9891_MARK LOGO: USGS AE9891_MAGNETIC: N = NO MAGNETIC MATERIAL AE9891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE9891+STABILITY: SURFACE MOTION AE9891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9891+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2002 AE9891 AE9891 HISTORY - Date Condition Report By AE9891 HISTORY - 1974 MONUMENTED USGS AE9891 HISTORY - 20020906 GOOD CADWR AE9891 AE9891 STATION DESCRIPTION AE9891 AE9891'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (MDC) AE9891'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) NORTHWEST OF STOCKTON ON AE9891'THE SOUTHWEST SHORE OF RINDGE TRACT. TO REACH THE STATION FROM THE AE9891'INTERSTATE HIGHWAY 5/EIGHT MILE ROAD INTERCHANGE, GO WEST ON EIGHT AE9891'MILE ROAD FOR 2.4 MI (3.9 KM) TO RIO BLANCO ROAD. TURN LEFT AND GO AE9891'SOUTH FOR 1.0 MI (1.6 KM) TO A BEND IN THE ROAD AT PARADISE POINT AE9891'MARINA. CONTINUE EAST FOR 0.10 MI (0.16 KM) TO THE BRIDGE OVER AE9891'DISAPPOINTMENT SLOUGH TO RINDGE TRACT. TURN RIGHT (SOUTH) AND CROSS AE9891'THE BRIDGE, THEN TURN RIGHT (WEST) AND FOLLOW THE LEVEE ROAD FOR 6.6 AE9891'MI (10.6 KM) TO THE STATION ON THE LEFT. THE STATION IS A STANDARD AE9891'USGS BRASS CAP SET ON AN OLD CONCRETE FOUNDATION PAD ON THE NORTHEAST AE9891'SIDE OF THE LEVEE. IT IS ACROSS THE LEVEE ROAD FROM SOME OLD VERTICAL AE9891'PILINGS, WITH THE TOPS OF 4 PILINGS STILL AT LEVEE HEIGHT. THE STATION AE9891'IS ABOUT 154 FT (46.9 M) SOUTHEAST OF A SINGLE TALL COTTONWOOD TREE, AE9891'36.0 FT (11.0 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE PAD, 28.0 FT AE9891'(8.5 M) NORTHEAST OF CENTERLINE OF THE LEVEE ROAD, AND 4.6 FT (1.4 M) AE9891'SOUTHEAST OF A CARSONITE WITNESS POST. THE STATION WAS OCCUPIED AS AE9891'PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. AE9891 AE9891 STATION RECOVERY (2002) AE9891 AE9891'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9891'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL NOTES. AFTER AE9891'CROSSING THE BRIDGE TO RINDGE TRACT, TURN RIGHT AND DRIVE 0.7 MI WEST AE9891'ON THE LEVEE ROAD TO WHERE THE ROAD IS BLOCKED BY A PIPE GATE, WITH AE9891'ACCESS CONTROLLED BY RECLAMATION DISTRICT 2037. TURN LEFT AND DRIVE AE9891'SOUTH DOWN THE LEVEE TO THE ROAD EAST OF A DRAINAGE DITCH FOR 1.3 MI AE9891'TO WHERE THE ROAD TURNS LEFT. CONTINUE ON THE ROAD FOR 0.05 MI WHERE AE9891'THE ROAD TURNS RIGHT, RESUMING SOUTHWARD TRAVEL AND DRIVE 1.0 MI TO A AE9891'T-INTERSECTION AT THE LEVEE ROAD ON THE SOUTHERN SIDE OF THE ISLAND. AE9891'BEAR RIGHT AND DRIVE UPHILL SOUTHWESTERLY FOR 0.1MI AND DRIVE AE9891'WESTERLY ON THE LEVEE ROAD FOR 0.4 MI TO A LOCKED PIPE GATE. THE AE9891'STATION IS ABOUT 0.6 MI AHEAD TO THE WEST, ABOUT AN 8 TO 10 MINUTE AE9891'PACK. THE STATION WAS OBSERVED AS PART OF THE DWR DELTA 2002 AE9891'SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = JANUARY 9, 2007 JT9527 *********************************************************************** JT9527 DESIGNATION - E 1394 JT9527 PID - JT9527 JT9527 STATE/COUNTY- CA/SOLANO JT9527 USGS QUAD - CORDELIA (1980) JT9527 JT9527 *CURRENT SURVEY CONTROL JT9527 ___________________________________________________________________ JT9527* NAD 83(1992)- 38 09 23.34383(N) 122 12 52.46371(W) ADJUSTED JT9527* NAVD 88 - 123.013 (meters) 403.59 (feet) ADJUSTED JT9527 ___________________________________________________________________ JT9527 EPOCH DATE - 1997.30 JT9527 X - -2,677,072.776 (meters) COMP JT9527 Y - -4,248,722.437 (meters) COMP JT9527 Z - 3,919,172.980 (meters) COMP JT9527 LAPLACE CORR- 2.49 (seconds) DEFLEC99 JT9527 ELLIP HEIGHT- 91.16 (meters) (07/10/98) GPS OBS JT9527 GEOID HEIGHT- -31.87 (meters) GEOID03 JT9527 DYNAMIC HT - 122.933 (meters) 403.32 (feet) COMP JT9527 MODELED GRAV- 979,984.1 (mgal) NAVD 88 JT9527 JT9527 HORZ ORDER - FIRST JT9527 VERT ORDER - FIRST CLASS II JT9527 ELLP ORDER - FOURTH CLASS I JT9527 JT9527.The horizontal coordinates were established by GPS observations JT9527.and adjusted by the National Geodetic Survey in July 1998.. JT9527.The horizontal coordinates are valid at the epoch date displayed above. JT9527.The epoch date for horizontal control is a decimal equivalence JT9527.of Year/Month/Day. JT9527 JT9527.The orthometric height was determined by differential leveling JT9527.and adjusted by the National Geodetic Survey in June 1991.. JT9527 JT9527.The X, Y, and Z were computed from the position and the ellipsoidal ht. JT9527 JT9527.The Laplace correction was computed from DEFLEC99 derived deflections. JT9527 JT9527.The ellipsoidal height was determined by GPS observations JT9527.and is referenced to NAD 83. JT9527 JT9527.The geoid height was determined by GEOID03. JT9527 JT9527.The dynamic height is computed by dividing the NAVD 88 JT9527.geopotential number by the normal gravity value computed on the JT9527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JT9527.degrees latitude (g = 980.6199 gals.). JT9527 JT9527.The modeled gravity was interpolated from observed gravity values. JT9527 JT9527; North East Units Scale Factor Converg. JT9527;SPC CA 2 - 554,396.237 1,981,192.796 MT 1.00004479 -0 08 07.0 JT9527;SPC CA 2 - 1,818,881.65 6,499,963.36 sFT 1.00004479 -0 08 07.0 JT9527;UTM 10 - 4,223,468.920 568,812.096 MT 0.99965832 +0 29 07.0 JT9527 JT9527! - Elev Factor x Scale Factor = Combined Factor JT9527!SPC CA 2 - 0.99998570 x 1.00004479 = 1.00003049 JT9527!UTM 10 - 0.99998570 x 0.99965832 = 0.99964402 JT9527 JT9527 SUPERSEDED SURVEY CONTROL JT9527 JT9527 NAD 83(1992)- 38 09 23.34348(N) 122 12 52.46370(W) AD(1997.30) 1 JT9527 ELLIP H (03/20/98) 91.25 (m) GP(1997.30) 3 2 JT9527 NAVD 88 (03/20/98) 123.01 (m) 403.6 (f) LEVELING 3 JT9527 JT9527.Superseded values are not recommended for survey control. JT9527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT9527.See file dsdata.txt to determine how the superseded data were derived. JT9527 JT9527_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH6881223469(NAD 83) JT9527_MARKER: I = METAL ROD JT9527_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) JT9527_SP_SET: STAINLESS STEEL ROD JT9527_STAMPING: E 1394 1987 JT9527_MARK LOGO: NGS JT9527_PROJECTION: FLUSH JT9527_MAGNETIC: N = NO MAGNETIC MATERIAL JT9527_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD JT9527+STABILITY: POSITION/ELEVATION WELL JT9527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JT9527+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1997 JT9527_ROD/PIPE-DEPTH: 3.3 meters JT9527 JT9527 HISTORY - Date Condition Report By JT9527 HISTORY - 1987 MONUMENTED NGS JT9527 HISTORY - 19970404 GOOD NGS JT9527 JT9527 STATION DESCRIPTION JT9527 JT9527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 JT9527'2.0 KM (1.25 MI) NE FROM VALLEJO. JT9527'2.0 KM (1.25 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 80 FROM THE JT9527'JUNCTION OF STATE HIGHWAY 37 IN VALLEJO, 49.1 M (161.1 FT) NORTHWEST JT9527'OF THE CENTER OF THE MOST NORTHWESTERLY WESTBOUND LANE OF THE JT9527'HIGHWAY, AND 37.5 M (123.0 FT) NORTHWEST OF THE NORTHWEST LEG OF A JT9527'HIGHWAY INFORMATION SIGN (REST AREA). NOTE--ACCESS TO DATUM POINT IS JT9527'HAD THROUGH A 5-INCH LOGO CAP. JT9527'THE MARK IS 0.4 METERS SE FROM A WITNESS POST AND FENCE JT9527'THE MARK IS 1.0 M ABOVE THE HIGHWAY. JT9527 JT9527 STATION RECOVERY (1997) JT9527 JT9527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDD) JT9527'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE JT9527'STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTHEAST OF DOWNTOWN JT9527'VALLEJO, AT THE NORTH END OF A HIGHWAY REST AREA. TO REACH THE JT9527'STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 80 AND AMERICAN JT9527'CANYON ROAD, ABOUT 5 1/2 MI FROM DOWNTOWN VALLEJO, GO SOUTHWEST ON JT9527'HIGHWAY I-80 FOR 1.25 MI (2.01 KM) TO THE STATION ON THE RIGHT AT THE JT9527'NORTHERNMOST POINT OF THE EXIT TO A HIGHWAY REST AREA. NOTE-THE JT9527'STATION CAN ONLY BE REACHED BY TRAVELING SOUTHWEST FROM THE AMERICAN JT9527'CANYON ROAD EXIT. THE STATION IS ABOUT 250 FT (76.2 M) NORTH OF THE JT9527'NORTHERNMOST POINT OF THE EXIT TO THE REST AREA, ABOUT 150 FT (45.7 M) JT9527'WEST OF THE WEST EDGE OF PAVEMENT OF WESTBOUND I-80, 124 FT (37.8 M) JT9527'WEST OF THE WEST SUPPORT OF THE SIGN READING, REST AREA TOURIST INFO, JT9527'AND 1.5 FT (0.5 M) EAST OF A CARSONITE WITNESS POST AND WIRE FENCE. 1 National Geodetic Survey, Retrieval Date = JANUARY 9, 2007 JT0221 *********************************************************************** JT0221 FBN - This is a Federal Base Network Control Station. JT0221 DESIGNATION - N 935 RESET JT0221 PID - JT0221 JT0221 STATE/COUNTY- CA/SOLANO JT0221 USGS QUAD - FAIRFIELD NORTH (1980) JT0221 JT0221 *CURRENT SURVEY CONTROL JT0221 ___________________________________________________________________ JT0221* NAD 83(1998)- 38 18 41.15729(N) 122 01 58.03461(W) ADJUSTED JT0221* NAVD 88 - 71.945 (meters) 236.04 (feet) ADJUSTED JT0221 ___________________________________________________________________ JT0221 EPOCH DATE - 2002.86 JT0221 X - -2,657,912.137 (meters) COMP JT0221 Y - -4,248,137.189 (meters) COMP JT0221 Z - 3,932,651.598 (meters) COMP JT0221 LAPLACE CORR- -4.69 (seconds) DEFLEC99 JT0221 ELLIP HEIGHT- 40.31 (meters) (10/28/05) GPS OBS JT0221 GEOID HEIGHT- -31.64 (meters) GEOID03 JT0221 DYNAMIC HT - 71.899 (meters) 235.89 (feet) COMP JT0221 MODELED GRAV- 979,982.5 (mgal) NAVD 88 JT0221 JT0221 HORZ ORDER - FIRST JT0221 VERT ORDER - FIRST CLASS I JT0221 ELLP ORDER - FOURTH CLASS I JT0221 JT0221.ITRF positions are available for this station. JT0221.The horizontal coordinates were established by GPS observations JT0221.and adjusted by the National Geodetic Survey in October 2005.. JT0221.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JT0221.DATUM ITEM on the data sheet items page. JT0221.The horizontal coordinates are valid at the epoch date displayed above. JT0221.The epoch date for horizontal control is a decimal equivalence JT0221.of Year/Month/Day. JT0221 JT0221.The orthometric height was determined by differential leveling JT0221.and adjusted by the National Geodetic Survey in June 1991.. JT0221 JT0221.The X, Y, and Z were computed from the position and the ellipsoidal ht. JT0221 JT0221.The Laplace correction was computed from DEFLEC99 derived deflections. JT0221 JT0221.The ellipsoidal height was determined by GPS observations JT0221.and is referenced to NAD 83. JT0221 JT0221.The geoid height was determined by GEOID03. JT0221 JT0221.The dynamic height is computed by dividing the NAVD 88 JT0221.geopotential number by the normal gravity value computed on the JT0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JT0221.degrees latitude (g = 980.6199 gals.). JT0221 JT0221.The modeled gravity was interpolated from observed gravity values. JT0221 JT0221; North East Units Scale Factor Converg. JT0221;SPC CA 2 - 571,574.359 1,997,132.410 MT 1.00000504 -0 01 14.4 JT0221;SPC CA 2 - 1,875,240.21 6,552,258.58 sFT 1.00000504 -0 01 14.4 JT0221;UTM 10 - 4,240,812.517 584,559.244 MT 0.99968806 +0 35 58.7 JT0221 JT0221! - Elev Factor x Scale Factor = Combined Factor JT0221!SPC CA 2 - 0.99999368 x 1.00000504 = 0.99999872 JT0221!UTM 10 - 0.99999368 x 0.99968806 = 0.99968174 JT0221 JT0221 SUPERSEDED SURVEY CONTROL JT0221 JT0221 NAD 83(1998)- 38 18 41.15617(N) 122 01 58.03292(W) AD(1998.50) A JT0221 ELLIP H (04/06/00) 40.29 (m) GP(1998.50) 3 1 JT0221 NAD 83(1992)- 38 18 41.15531(N) 122 01 58.03161(W) AD(1997.30) 1 JT0221 ELLIP H (07/10/98) 40.26 (m) GP(1997.30) 4 1 JT0221 NAD 83(1992)- 38 18 41.15513(N) 122 01 58.03237(W) AD(1997.30) 1 JT0221 ELLIP H (05/14/98) 40.36 (m) GP(1997.30) 3 1 JT0221 NAD 83(1992)- 38 18 41.15192(N) 122 01 58.02778(W) AD(1991.35) 1 JT0221 ELLIP H (06/20/97) 40.43 (m) GP(1991.35) 4 2 JT0221 NAVD 88 (10/28/05) 71.94 (m) 236.0 (f) LEVELING 3 JT0221 NAVD 88 (04/06/00) 71.94 (m) 236.0 (f) LEVELING 3 JT0221 NAVD 88 (10/29/98) 71.94 (m) 236.0 (f) LEVELING 3 JT0221 NAVD 88 (06/20/97) 71.94 (m) 236.0 (f) LEVELING 3 JT0221 NGVD 29 (??/??/??) 71.15 (m) 233.4 (f) RESET 3 JT0221 JT0221.Superseded values are not recommended for survey control. JT0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT0221.See file dsdata.txt to determine how the superseded data were derived. JT0221 JT0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH8455940813(NAD 83) JT0221_MARKER: DB = BENCH MARK DISK JT0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JT0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT JT0221_STAMPING: N 935 RESET 1965 JT0221_MARK LOGO: CGS JT0221_PROJECTION: FLUSH JT0221_MAGNETIC: N = NO MAGNETIC MATERIAL JT0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JT0221+STABILITY: SURFACE MOTION JT0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JT0221+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004 JT0221 JT0221 HISTORY - Date Condition Report By JT0221 HISTORY - 1965 MONUMENTED CGS JT0221 HISTORY - 1967 GOOD NGS JT0221 HISTORY - 1988 GOOD USPSQD JT0221 HISTORY - 19960514 GOOD CADT JT0221 HISTORY - 19970716 GOOD NGS JT0221 HISTORY - 19971112 GOOD LOCSUR JT0221 HISTORY - 19980507 GOOD NGS JT0221 HISTORY - 19980709 GOOD GEOMET JT0221 HISTORY - 20021126 GOOD CADWR JT0221 HISTORY - 20041006 GOOD DEWDAV JT0221 JT0221 STATION DESCRIPTION JT0221 JT0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 JT0221'3.8 MI SW FROM VACAVILLE. JT0221'0.8 MILE SOUTHWEST ALONG MERCHANT STREET FROM THE BANK OF JT0221'AMERICA AT VACAVILLE, THENCE 2.95 MILES SOUTHWEST ALONG JT0221'INTERSTATE HIGHWAY 80, 195 FEET EAST AND ACROSS THE HIGHWAY FROM JT0221'BENCH MARK D 1070, 0.1 MILE SOUTH OF THE CROSSING OF LAUREL JT0221'CREEK, 51 FEET EAST OF THE SOUTH END OF THE STEEL GUARDRAIL JT0221'BETWEEN HIGHWAY LANES, 22 FEET WEST OF THE CENTER LINE OF A JT0221'FRONTAGE ROAD, 2.1 FEET EAST OF A FENCE, 1.6 FEET NORTH OF A JT0221'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP JT0221'OF A CONCRETE POST FLUSH WITH THE GROUND. JT0221 JT0221 STATION RECOVERY (1988) JT0221 JT0221'RECOVERY NOTE BY US POWER SQUADRON 1988 (TM) JT0221'RECOVERED IN GOOD CONDITION. JT0221 JT0221 STATION RECOVERY (1996) JT0221 JT0221'RECOVERY NOTE BY CALTRANS 1996 (JDD) JT0221'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE JT0221'STATION IS LOCATED ON THE SOUTHEAST SIDE OF INTERSTATE HIGHWAY 80, JT0221'ABOUT 4 MI (6.4 KM) NORTH OF FAIRFIELD AND 4 MI (6.4 KM) SOUTHWEST OF JT0221'VACAVILLE. TO REACH THE STATION FROM THE INTERSTATE 80/AIR BASE JT0221'PARKWAY-WATERMAN BLVD INTERCHANGE IN FAIRFIELD, GO NORTHEASTERLY ON JT0221'INTERSTATE 80 FOR 3.9 MI (6.3 KM) TO THE CHERRY GLEN/LAGOON VALLEY JT0221'ROADS OFF-RAMP. TAKE THE OFF-RAMP NORTHEAST FOR 0.15 MI (0.24 KM) TO JT0221'LAGOON VALLEY ROAD. BEAR RIGHT AND GO EAST ON LAGOON VALLEY ROAD FOR JT0221'0.1 MI (0.2 KM) TO THE INTERSECTION WITH NELSON ROAD ON THE RIGHT AND JT0221'RIVIERA ROAD ON THE LEFT. TURN RIGHT AND GO SOUTH ON NELSON ROAD FOR JT0221'1.15 MI (1.85 KM) TO THE STATION ON THE RIGHT, 0.25 MI (0.40 KM) NORTH JT0221'OF THE END OF NELSON ROAD. THE STATION IS 44.0 FT (13.4 M) JT0221'SOUTH-SOUTHWEST OF A METAL SIGN POST ON THE WEST SIDE OF NELSON ROAD, JT0221'19.8 FT (6.0 M) WEST OF THE CENTERLINE OF NELSON ROAD, 2.1 FT (0.6 M) JT0221'NORTHEAST OF A CARSONITE WITNESS POST AND A METAL WITNESS POST BENT 45 JT0221'DEGREES TO THE NORTH, 1.8 FT (0.5 M) EAST OF THE FREEWAY RIGHT-OF-WAY JT0221'FENCE, 0.5 FT (0.2 M) LOWER THAN NELSON ROAD AND RECESSED 0.2 FT (0.1 JT0221'M) BELOW GROUND. THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA JT0221'HPGN DENSIFICATION SURVEY. JT0221 JT0221 STATION RECOVERY (1997) JT0221 JT0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDD) JT0221'THE STATION WAS RECOVERED AND OCCUPIED AS PART OF THE SAN JT0221'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. JT0221 JT0221 STATION RECOVERY (1997) JT0221 JT0221'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (GLD) JT0221'RECOVERED AS DESCRIBED. JT0221 JT0221 STATION RECOVERY (1998) JT0221 JT0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) JT0221'THE STATION IS LOCATED ABOUT 6.1 KM (3.80 MI) SOUTHWEST OF VACAVILLE, JT0221'ON THE WEST SIDE OF A DEAD END FRONTAGE ROAD (NELSON RD), ON THE JT0221'EAST-SOUTHEAST SIDE OF INTERSTATE HIGHWAY 80. OWNERSHIP--CALIFORNIA JT0221'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE OVERPASS JT0221'JUNCTION OF INTERSTATE HIGHWAY 80 AND LAGOON VALLEY RD ABOUT 4.3 KM JT0221'(2.65 MI) SOUTHWEST OF VACAVILLE, GO EAST FOR 0.17 KM (0.10 MI) ON JT0221'LAGOON VALLEY RD TO NELSON RD ON THE RIGHT. TURN RIGHT, SOUTHWESTERLY JT0221'FOR 1.85 KM (1.15 MI) ON THE FRONTAGE ROAD TO THE STATION ON THE JT0221'RIGHT. LOCATED 12.6 M (41.3 FT) WEST-NORTHWEST OF A 40 MPH SIGNPOST, JT0221'6.0 M (19.7 FT) WEST OF THE CENTER OF NELSON RD, 0.6 M (2.0 FT) JT0221'NORTH-NORTHEAST OF A FIBERGLASS WITNESS POST, 0.5 M (1.6 FT) EAST OF A JT0221'RIGHT-OF-WAY FENCE, 0.4 M (1.3 FT) NORTH-NORTHWEST OF A METAL WITNESS JT0221'POST, ABOUT 0.1 M (0.3 FT) BELOW THE ROAD LEVEL AND RECESSED 5 CM JT0221'BELOW GROUND. JT0221 JT0221 STATION RECOVERY (1998) JT0221 JT0221'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1998 (GLD) JT0221'RECOVERED AS DESCRIBED. JT0221 JT0221 STATION RECOVERY (2002) JT0221 JT0221'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JT0221'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JT0221'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JT0221 JT0221 STATION RECOVERY (2004) JT0221 JT0221'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC) JT0221'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 9, 2007 JT0185 *********************************************************************** JT0185 DESIGNATION - V 1054 JT0185 PID - JT0185 JT0185 STATE/COUNTY- CA/SOLANO JT0185 USGS QUAD - FAIRFIELD SOUTH (1980) JT0185 JT0185 *CURRENT SURVEY CONTROL JT0185 ___________________________________________________________________ JT0185* NAD 83(1998)- 38 13 38.75016(N) 122 07 07.76731(W) ADJUSTED JT0185* NAVD 88 - 14.304 (meters) 46.93 (feet) ADJUSTED JT0185 ___________________________________________________________________ JT0185 EPOCH DATE - 1998.50 JT0185 X - -2,667,334.637 (meters) COMP JT0185 Y - -4,248,994.018 (meters) COMP JT0185 Z - 3,925,295.173 (meters) COMP JT0185 LAPLACE CORR- -3.01 (seconds) DEFLEC99 JT0185 ELLIP HEIGHT- -17.49 (meters) (11/09/01) GPS OBS JT0185 GEOID HEIGHT- -31.80 (meters) GEOID03 JT0185 DYNAMIC HT - 14.295 (meters) 46.90 (feet) COMP JT0185 MODELED GRAV- 979,991.0 (mgal) NAVD 88 JT0185 JT0185 HORZ ORDER - FIRST JT0185 VERT ORDER - FIRST CLASS I JT0185 ELLP ORDER - FIRST CLASS II JT0185 JT0185.The horizontal coordinates were established by GPS observations JT0185.and adjusted by the National Geodetic Survey in November 2001.. JT0185.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JT0185.DATUM ITEM on the data sheet items page. JT0185.The horizontal coordinates are valid at the epoch date displayed above. JT0185.The epoch date for horizontal control is a decimal equivalence JT0185.of Year/Month/Day. JT0185 JT0185.The orthometric height was determined by differential leveling JT0185.and adjusted by the National Geodetic Survey in June 1991.. JT0185.WARNING-Repeat measurements at this control monument indicate possible JT0185.vertical movement. JT0185 JT0185.The X, Y, and Z were computed from the position and the ellipsoidal ht. JT0185 JT0185.The Laplace correction was computed from DEFLEC99 derived deflections. JT0185 JT0185.The ellipsoidal height was determined by GPS observations JT0185.and is referenced to NAD 83. JT0185 JT0185.The geoid height was determined by GEOID03. JT0185 JT0185.The dynamic height is computed by dividing the NAVD 88 JT0185.geopotential number by the normal gravity value computed on the JT0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JT0185.degrees latitude (g = 980.6199 gals.). JT0185 JT0185.The modeled gravity was interpolated from observed gravity values. JT0185 JT0185; North East Units Scale Factor Converg. JT0185;SPC CA 2 - 562,256.150 1,989,595.423 MT 1.00002570 -0 04 29.7 JT0185;SPC CA 2 - 1,844,668.72 6,527,530.98 sFT 1.00002570 -0 04 29.7 JT0185;UTM 10 - 4,231,416.410 577,126.057 MT 0.99967326 +0 32 43.0 JT0185 JT0185! - Elev Factor x Scale Factor = Combined Factor JT0185!SPC CA 2 - 1.00000274 x 1.00002570 = 1.00002844 JT0185!UTM 10 - 1.00000274 x 0.99967326 = 0.99967600 JT0185 JT0185 SUPERSEDED SURVEY CONTROL JT0185 JT0185 NAVD 88 (11/09/01) 14.30 (m) 46.9 (f) LEVELING 3 JT0185 NGVD 29 (??/??/92) 13.506 (m) 44.31 (f) ADJ UNCH 1 1 JT0185 JT0185.Superseded values are not recommended for survey control. JT0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT0185.See file dsdata.txt to determine how the superseded data were derived. JT0185 JT0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH7712631416(NAD 83) JT0185_MARKER: DB = BENCH MARK DISK JT0185_SETTING: 66 = SET IN ROCK OUTCROP JT0185_SP_SET: BEDROCK JT0185_STAMPING: V 1054 1960 JT0185_MARK LOGO: CGS JT0185_MAGNETIC: N = NO MAGNETIC MATERIAL JT0185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD JT0185+STABILITY: POSITION/ELEVATION WELL JT0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JT0185+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2001 JT0185 JT0185 HISTORY - Date Condition Report By JT0185 HISTORY - 1960 MONUMENTED CGS JT0185 HISTORY - 1969 GOOD NGS JT0185 HISTORY - 1987 GOOD NGS JT0185 HISTORY - 20010323 GOOD NGS JT0185 JT0185 STATION DESCRIPTION JT0185 JT0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 JT0185'1.2 MI NE FROM CORDELIA JUNCTION. JT0185'1.25 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 80 FROM THE STATE JT0185'HIGHWAY 21 OVERPASS AT CORDELIA JUNCTION, 0.2 MILE NORTHEAST OF A JT0185'BRIDGE OVER DAN WILSON CREEK, AT AN ABANDONED ROCK QUARRY, IN THE JT0185'TOP OF A SANDSTONE OUTCROP WHICH PROJECTS ABOUT 0.2 FOOT ABOVE THE JT0185'GROUND, 270 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST JT0185'LANES OF THE HIGHWAY, ABOUT 230 FEET SOUTHEAST OF METAL LIGHT JT0185'POLE NO. C-69, 4 FEET SOUTH OF THE NORTH EDGE OF A CUT BANK, AND JT0185'ABOUT 25 FEET HIGHER THAN THE HIGHWAY. JT0185 JT0185 STATION RECOVERY (1987) JT0185 JT0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 JT0185'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 2.1 KM JT0185'(1.30 MI) NORTHEASTERLY ALONG INTERSTATE HIGHWAY 80 FROM THE JUNCTION JT0185'OF INTERSTATE HIGHWAY 680 IN CORDELIA. NOTE--CHANGE LIGHT POLE JT0185'NUMBER TO C-68. JT0185 JT0185 STATION RECOVERY (2001) JT0185 JT0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL) JT0185'THE STATION IS ABOUT 1.2 MILES NORTH-NORTHWEST OF CORDELIA JUNCTION, JT0185'AT AN ABANDONED JT0185'ROCK QUARRY, AND AT THE WEST-SOUTHWEST END OF A CHP TRUCK WEIGH JT0185'STATION. JT0185'TO REACH THE STATION FROM THE EAST BOUND LANES OF INTERSTATE HIGHWAY JT0185'80, AT THE JT0185'JUNCTION OF INTERSTATE HIGHWAY 680, GO EAST ON INTERSTATE HIGHWAY 80 JT0185'FOR 1.25 MILES TO JT0185'THE STATION ON THE RIGHT. JT0185'THE STATION IS A USCGS BENCH MARK DISK STAMPED V 1054 1960, AND SET IN JT0185'A SANDSTONE ROCK JT0185'OUTCROP. STATION IS 270.7 FEET SOUTHEAST OF A METAL LIGHT POLE, 4.0 JT0185'FEET SOUTH OF THE JT0185'NORTH EDGE OF A CUT BANK, AND ABOUT 25 FEET HIGHER THAN INTERSTATE JT0185'HIGHWAY 80. JT0185' JT0185' 1 National Geodetic Survey, Retrieval Date = JANUARY 9, 2007 HS0512 *********************************************************************** HS0512 DESIGNATION - BRIDGES HS0512 PID - HS0512 HS0512 STATE/COUNTY- CA/SAN JOAQUIN HS0512 USGS QUAD - LATHROP (1987) HS0512 HS0512 *CURRENT SURVEY CONTROL HS0512 ___________________________________________________________________ HS0512* NAD 83(1992)- 37 47 15.84232(N) 121 18 25.72365(W) ADJUSTED HS0512* NAVD 88 - 8.709 (meters) 28.57 (feet) ADJUSTED HS0512 ___________________________________________________________________ HS0512 EPOCH DATE - 1991.35 HS0512 LAPLACE CORR- 1.25 (seconds) DEFLEC99 HS0512 GEOID HEIGHT- -32.12 (meters) GEOID03 HS0512 DYNAMIC HT - 8.702 (meters) 28.55 (feet) COMP HS0512 MODELED GRAV- 979,931.7 (mgal) NAVD 88 HS0512 HS0512 HORZ ORDER - SECOND HS0512 VERT ORDER - FIRST CLASS II HS0512 HS0512.The horizontal coordinates were established by classical geodetic methods HS0512.and adjusted by the National Geodetic Survey in March 1994.. HS0512.The horizontal coordinates are valid at the epoch date displayed above. HS0512.The epoch date for horizontal control is a decimal equivalence HS0512.of Year/Month/Day. HS0512 HS0512.The orthometric height was determined by differential leveling HS0512.and adjusted by the National Geodetic Survey in July 2002.. HS0512.No vertical observational check was made to the station. HS0512 HS0512.The Laplace correction was computed from DEFLEC99 derived deflections. HS0512 HS0512.The geoid height was determined by GEOID03. HS0512 HS0512.The dynamic height is computed by dividing the NAVD 88 HS0512.geopotential number by the normal gravity value computed on the HS0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HS0512.degrees latitude (g = 980.6199 gals.). HS0512 HS0512.The modeled gravity was interpolated from observed gravity values. HS0512 HS0512; North East Units Scale Factor Converg. HS0512;SPC CA 3 - 643,220.565 1,928,908.475 MT 0.99992938 -0 29 39.0 HS0512;SPC CA 3 - 2,110,299.47 6,328,427.22 sFT 0.99992938 -0 29 39.0 HS0512;UTM 10 - 4,183,613.603 649,060.944 MT 0.99987367 +1 02 14.9 HS0512 HS0512! - Elev Factor x Scale Factor = Combined Factor HS0512!SPC CA 3 - 1.00000367 x 0.99992938 = 0.99993305 HS0512!UTM 10 - 1.00000367 x 0.99987367 = 0.99987734 HS0512 HS0512|---------------------------------------------------------------------| HS0512| PID Reference Object Distance Geod. Az | HS0512| dddmmss.s | HS0512| HS0514 BRIDGES RM 1 8.153 METERS 06824 | HS0512| HS0515 BRIDGES RM 3 8.154 METERS 06827 | HS0512| HS0513 BRIDGES RM 2 14.712 METERS 16440 | HS0512| HS0516 BRIDGES AZ MK 2114314.0 | HS0512| HS0520 PAINE APPROX. 3.9 KM 2311345.5 | HS0512|---------------------------------------------------------------------| HS0512 HS0512 SUPERSEDED SURVEY CONTROL HS0512 HS0512 NAD 83(1986)- 37 47 15.83596(N) 121 18 25.72337(W) AD(1984.00) 2 HS0512 NAD 27 - 37 47 16.09600(N) 121 18 21.92930(W) AD( ) 2 HS0512 NGVD 29 (??/??/92) 7.995 (m) 26.23 (f) ADJ UNCH 1 2 HS0512 HS0512.Superseded values are not recommended for survey control. HS0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0512.See file dsdata.txt to determine how the superseded data were derived. HS0512 HS0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG4906183614(NAD 83) HS0512_MARKER: DS = TRIANGULATION STATION DISK HS0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT HS0512_STAMPING: BRIDGES 1959 HS0512_MARK LOGO: CGS HS0512_MAGNETIC: N = NO MAGNETIC MATERIAL HS0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0512+STABILITY: SURFACE MOTION HS0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HS0512+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2000 HS0512 HS0512 HISTORY - Date Condition Report By HS0512 HISTORY - 1959 MONUMENTED CGS HS0512 HISTORY - 1959 GOOD CGS HS0512 HISTORY - 1963 SEE DESCRIPTION CGS HS0512 HISTORY - 1971 SEE DESCRIPTION NGS HS0512 HISTORY - 1971 GOOD NGS HS0512 HISTORY - 20000625 GOOD NGS HS0512 HS0512 STATION DESCRIPTION HS0512 HS0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG) HS0512'THE STATION IS LOCATED ABOUT 11 MILES AIRLINE, SOUTH OF STOCKTON, HS0512'AND ABOUT 200 YARDS WEST OF THE U.S. HIGHWAY 50 SAN JOAQUIN HS0512'RIVER BRIDGE, ON THE SOUTHERN PACIFIC RAILROAD RIGHT OF WAY. HS0512' HS0512'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND HS0512'STATE HIGHWAY 4, AT THE SOUTH EDGE OF STOCKTON, GO SOUTH AND HS0512'SOUTHWEST ON U.S. HIGHWAY 50 FOR 11.2 MILES TO A PARKING AREA HS0512'AT THE NORTH END OF THE SAN JOAQUIN RIVER BRIDGE. THIS IS THE HS0512'END OF TRUCK TRAVEL. FROM THIS POINT PACK WESTERLY ABOUT 200 HS0512'YARDS TO THE NORTHEAST END OF THE SOUTHERN PACIFIC RAILROAD HS0512'DRAW BRIDGE, AND THE STATION. HS0512' HS0512'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED BRIDGES HS0512'1959, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, HS0512'WHICH PROJECTS 8 INCHES ABOVE GROUND LEVEL. MARK IS 3 FEET HS0512'SOUTH OF A BRIDGE RAIL, 4 FEET WEST OF A CONCRETE BRIDGE ABUTMENT, HS0512'AND 6 FEET NORTH NORTHWEST OF A METAL WITNESS POST. HS0512' HS0512'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED HS0512'BRIDGES NO 1 1959, CEMENTED IN A DRILL HOLE IN A CONCRETE HS0512'BRIDGE ABUTMENT. MARK IS 1 FOOT SOUTH OF A BRIDGE RAIL, 27 HS0512'FEET NORTH NORTHEAST OF A POWER POLE, AND ABOUT 5 FEET HIGHER HS0512'IN ELEVATION THAN THE STATION. HS0512' HS0512'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED HS0512'BRIDGES NO 2 1959, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE HS0512'MONUMENT, WHICH PROJECTS 6 INCHES ABOVE GROUND LEVEL. MARK IS HS0512'27 FEET SOUTH OF A POWER POLE, AND ABOUT 4 FEET HIGHER IN HS0512'ELEVATION THAN THE STATION. HS0512' HS0512'TO REACH THE AZIMUTH MARK FROM THE STATION WALK SOUTH ACROSS HS0512'THE DRAW BRIDGE TO AN OILED ROAD AT THE SOUTH END OF THE BRIDGE. HS0512'TURN LEFT AND GO EASTERLY FOR 0.05 MILE TO THE AZIMUTH MARK HS0512'ON THE RIGHT. HS0512' HS0512'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED BRIDGES HS0512'1959, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, WHICH HS0512'IS FLUSH WITH GROUND LEVEL. MARK IS 16 FEET SOUTH OF A HARD HS0512'SURFACED ROAD, 8 FEET NORTHEAST OF POWER POLE NUMBER 19, AND ABOUT HS0512'40 FEET SOUTH OF A ROW OF CABINS. HS0512' HS0512'HEIGHT OF LIGHT ABOVE STATION MARK 4.14 METERS. HS0512 HS0512 STATION RECOVERY (1959) HS0512 HS0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 HS0512'3.2 MI SW FROM LATHROP. HS0512'3.2 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS0512'FROM THE STATION AT LATHROP, NEAR THE NORTHEAST END OF THE STEEL HS0512'DRAW BRIDGE 78.24 OVER THE SAN JOAQUIN RIVER, 69 FEET NORTHEAST HS0512'OF THE NORTHEAST END OF THE SOUTHEAST STEEL GIRDER, 4 FEET WEST HS0512'OF THE SOUTHEAST END OF THE FIRST CONCRETE BENT NORTHEAST OF HS0512'THE BRIDGE, 3 FEET SOUTHEAST OF THE SOUTHEAST WOODEN BRIDGE RAIL, HS0512'7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 6 HS0512'FEET NORTH-NORTHWEST OF A WITNESS POST, ABOUT 6 FEET LOWER THAN HS0512'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 HS0512'FOOT ABOVE THE GROUND. HS0512 HS0512 STATION RECOVERY (1963) HS0512 HS0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JT) HS0512'THE STATION, R.M. 1 AND R.M. 2 WERE RECOVERED IN GOOD CONDITION. HS0512' HS0512'THE STATION IS LOCATED ABOUT 3.2 MILES SOUTHWEST OF LATHROP. HS0512'TO REACH FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION HS0512'IN LATHROP, GO 3.2 MILES SOUTHWEST ALONG RAILROAD TO STEEL HS0512'DRAWBRIDGE 78.24 OVER THE SAN JOAQUIN RIVER. HS0512' HS0512'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED HS0512'BRIDGES 1959, 69 FEET NORTHEAST OF THE NORTHEAST END OF THE HS0512'SOUTHEAST STEEL GIRDER, 7 FEET SOUTHEAST OF THE SOUTHEAST HS0512'RAIL, ABOUT 6 FEET LOWER THAN TRACK, SET IN THE TOP OF A HS0512'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. HS0512' HS0512'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED BRIDGES NO 1 1959, HS0512'26.8 FEET EAST-NORTHEAST OF THE STATION, 6.3 FEET SOUTHEAST HS0512'OF THE SOUTHEAST RAIL, AND IN THE TOP OF THE SOUTHEAST END OF HS0512'THE SOUTHWEST CONCRETE ABUTMENT FOR THE WOODEN TRESTLE AT THE HS0512'NORTHEAST END OF THE BRIDGE. HS0512' HS0512'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED BRIDGES NO 2 HS0512'1959, 48.2 FEET SOUTH-SOUTHEAST OF THE STATION, 53 FEET SOUTHEAST HS0512'OF THE SOUTHEAST RAIL OF THE TRACK, AND SET IN THE TOP OF A HS0512'CONCRETE POST. HS0512 HS0512 STATION RECOVERY (1971) HS0512 HS0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS) HS0512'THE STATION MARK WAS RECOVERED IN GOOD CONDITION. THE REFERENCE HS0512'MARK 2 DISK WAS FOUND SOMEWHAT BATTERED BY HAMMERING AND SLIGHTLY HS0512'LOOSE SO IT WAS REINFORCED WITH CONCRETE ON THIS DATE. THE HS0512'REFERENCE MARK 1 DISK WAS FOUND TO HAVE BEEN PRIED OUT SO THE HS0512'DRILL HOLE WAS DEEPENED AND REFERENCE MARK 3 WAS SET IN IT ON HS0512'THIS DATE. THE AZIMUTH MARK WAS DESTROYED DURING ROAD HS0512'CONSTRUCTION IN 1965. THE 1959 DESCRIPTION IS ADEQUATE WITH THE HS0512'FOLLOWING ADDITIONS-- HS0512' HS0512'REFERENCE MARK 2 IS ABOUT 2 FEET HIGHER THAN THE STATION HS0512'MARK. HS0512' HS0512'REFERENCE MARK 3 IS A C AND GS REFERENCE MARK DISK STAMPED HS0512'BRIDGES 1959 NO 3 1971 CEMENTED IN A DRILL HOLE IN THE TOP OF HS0512'THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT FOR THE HS0512'WOODEN TRESTLE AT THE NORTHEAST END OF THE BRIDGE, 20.7 FEET HS0512'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, ABOUT 1 FOOT LOWER HS0512'THAN THE TRACK AND ABOUT 4 FEET HIGHER THAN THE STATION MARK. HS0512 HS0512 STATION RECOVERY (1971) HS0512 HS0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 HS0512'RECOVERED IN GOOD CONDITION. HS0512 HS0512 STATION RECOVERY (2000) HS0512 HS0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS) HS0512'15.6 KM (9.70 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE HS0512'JUNCTION OF STATE HIGHWAY 4 EAST IN STOCKTON, THENCE 0.5 KM (0.30 MI) HS0512'SOUTHERLY ALONG THE LOUISE AVENUE EXIT RAMP, THENCE 0.1 KM (0.05 MI) HS0512'WESTERLY ALONG LOUISE AVENUE, THENCE 2.7 KM (1.65 MI) SOUTHERLY ALONG HS0512'MANTHEY ROAD, THENCE 0.3 KM (0.20 MI) SOUTHWESTERLY ALONG THE UNION HS0512'PACIFIC RAILROAD, 8.3 M (27.2 FT) SOUTHWEST OF REFERENCE MARK 3, 6.6 M HS0512'(21.7 FT) SOUTHEAST OF THE NEAR RAIL, 1.6 M (5.2 FT) BELOW THE LEVEL HS0512'OF THE TRACKS, 0.9 M (3.0 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE HS0512'NORTHEAST ABUTMENT OF A RAILROAD DRAWBRIDGE, 0.6 M (2.0 FT) SOUTHEAST HS0512'OF A BRIDGE RAIL, AND THE MONUMENT IS RECESSED 0.2 M (0.7 FT) BELOW HS0512'THE GROUND SURFACE. NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE HS0512'UNION PACIFIC RAILROAD, 833 EAST 8TH STREET, STOCKTON, CA 95206, HS0512'TELEPHONE (916) 799-3832. 1 National Geodetic Survey, Retrieval Date = JANUARY 9, 2007 HS0455 *********************************************************************** HS0455 HT_MOD - This is a Height Modernization Survey Station. HS0455 DESIGNATION - F 192 RESET 1939 HS0455 PID - HS0455 HS0455 STATE/COUNTY- CA/SAN JOAQUIN HS0455 USGS QUAD - TRACY (1981) HS0455 HS0455 *CURRENT SURVEY CONTROL HS0455 ___________________________________________________________________ HS0455* NAD 83(1998)- 37 44 43.51665(N) 121 27 52.67640(W) ADJUSTED HS0455* NAVD 88 - 11.46 (meters) 37.6 (feet) GPS OBS HS0455 ___________________________________________________________________ HS0455 EPOCH DATE - 2002.86 HS0455 X - -2,635,834.070 (meters) COMP HS0455 Y - -4,307,256.083 (meters) COMP HS0455 Z - 3,883,126.123 (meters) COMP HS0455 LAPLACE CORR- -1.31 (seconds) DEFLEC99 HS0455 ELLIP HEIGHT- -20.69 (meters) (10/28/05) GPS OBS HS0455 GEOID HEIGHT- -32.16 (meters) GEOID03 HS0455 HS0455 HORZ ORDER - FIRST HS0455 VERT ORDER - FIRST CLASS II (See Below) HS0455 ELLP ORDER - FOURTH CLASS I HS0455 HS0455.The horizontal coordinates were established by GPS observations HS0455.and adjusted by the National Geodetic Survey in October 2005.. HS0455.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS0455.DATUM ITEM on the data sheet items page. HS0455.The horizontal coordinates are valid at the epoch date displayed above. HS0455.The epoch date for horizontal control is a decimal equivalence HS0455.of Year/Month/Day. HS0455 HS0455.The orthometric height was determined by GPS observations and a HS0455.high-resolution geoid model using precise GPS observation and HS0455.processing techniques. HS0455.The vertical order pertains to the NGVD 29 superseded value. HS0455 HS0455.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS0455 HS0455.The Laplace correction was computed from DEFLEC99 derived deflections. HS0455 HS0455.The ellipsoidal height was determined by GPS observations HS0455.and is referenced to NAD 83. HS0455 HS0455.The geoid height was determined by GEOID03. HS0455 HS0455; North East Units Scale Factor Converg. HS0455;SPC CA 3 - 638,656.080 1,914,989.439 MT 0.99992918 -0 35 26.1 HS0455;SPC CA 3 - 2,095,324.16 6,282,761.18 sFT 0.99992918 -0 35 26.1 HS0455;UTM 10 - 4,178,679.232 635,269.943 MT 0.99982538 +0 56 24.1 HS0455 HS0455! - Elev Factor x Scale Factor = Combined Factor HS0455!SPC CA 3 - 1.00000325 x 0.99992918 = 0.99993243 HS0455!UTM 10 - 1.00000325 x 0.99982538 = 0.99982863 HS0455 HS0455 SUPERSEDED SURVEY CONTROL HS0455 HS0455 NAD 83(1992)- 37 44 43.51505(N) 121 27 52.67384(W) AD(1997.30) 1 HS0455 ELLIP H (07/10/98) -20.69 (m) GP(1997.30) 4 1 HS0455 NAD 83(1992)- 37 44 43.51472(N) 121 27 52.67421(W) AD(1997.30) 1 HS0455 ELLIP H (05/14/98) -20.60 (m) GP(1997.30) 3 1 HS0455 NGVD 29 (??/??/92) 10.671 (m) 35.01 (f) ADJ UNCH 1 2 HS0455 HS0455.Superseded values are not recommended for survey control. HS0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0455.See file dsdata.txt to determine how the superseded data were derived. HS0455 HS0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG3527078679(NAD 83) HS0455_MARKER: DB = BENCH MARK DISK HS0455_SETTING: 30 = SET IN A LIGHT STRUCTURE HS0455_SP_SET: CULVERT HEADWALL HS0455_STAMPING: F 192 1935 RESET 1939 HS0455_MARK LOGO: CGS HS0455_MAGNETIC: N = NO MAGNETIC MATERIAL HS0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS0455+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002 HS0455 HS0455 HISTORY - Date Condition Report By HS0455 HISTORY - 1939 MONUMENTED CGS HS0455 HISTORY - 1958 GOOD NGS HS0455 HISTORY - 1967 GOOD NGS HS0455 HISTORY - 19970912 GOOD BOR HS0455 HISTORY - 20021101 GOOD CADWR HS0455 HS0455 STATION DESCRIPTION HS0455 HS0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 HS0455'2.2 MI NW FROM TRACY. HS0455'2.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS0455'FROM THE STATION AT TRACY, 112 FEET WEST AND ACROSS THE TRACK FROM HS0455'MILEPOLE 80, AT 24-INCH VITRIFIED CLAY PIPE CULVERT 79.96, HS0455'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD HS0455'WALL, 7.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 2 FEET HS0455'LOWER THAN THE TRACK. HS0455 HS0455 STATION RECOVERY (1967) HS0455 HS0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 HS0455'RECOVERED IN GOOD CONDITION. HS0455 HS0455 STATION RECOVERY (1997) HS0455 HS0455'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) HS0455'THE STATION WAS RECOVERED 2.2 MI (3.5 KM) NORTHWEST OF TRACY. A HS0455'COMPLETE NEW DESCRIPTION FOLLOWS. TO REACH THE STATION FROM THE HS0455'CENTERLINE INTERSECTION OF INTERSTATE HIGHWAY 205 AND GRANT LINE ROAD HS0455'IN TRACY, GO WEST ON GRANT LINE ROAD FOR 1.2 MI (1.9 KM) TO THE HS0455'DIAGONAL INTERSECTION OF THE BYRON HIGHWAY. MAKE A SHARP LEFT TURN HS0455'ONTO THE BYRON HIGHWAY AND GO SOUTHEAST FOR 1.2 MI (1.9 KM) TO HS0455'CALDRONS GENERAL STORE ON THE RIGHT AT 2650 BYRON HIGHWAY, AND THE HS0455'STATION ON THE LEFT. ALTERNATE ROUTE-- TO REACH FROM THE INTERSTATE HS0455'HIGHWAY 205/TRACY BOULEVARD INTERCHANGE, TRAVEL SOUTH ON TRACY BLVD HS0455'FOR 1.6 MI (2.6 KM) TO THE INTERSECTION OF 11TH STREET. TURN RIGHT HS0455'AND GO WEST ON 11TH STREET FOR ABOUT 0.68 MI (1.09 KM) TO THE HS0455'INTERSECTION OF BYRON ROAD ON THE RIGHT. BEAR RIGHT AND GO NORTHWEST HS0455'FOR ABOUT 1.05 MI (1.69 KM) TO THE STATION ON THE RIGHT OPPOSITE HS0455'CALDRONS GENERAL STORE. THE STATION IS A BENCH MARK DISK SET IN THE HS0455'TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF A HS0455'24-INCH CONCRETE PIPE CULVERT UNDER THE RAILROAD TRACKS, 7.5 FT (2.3 HS0455'M) SOUTHWEST OF THE SOUTHWEST RAIL, 1 FT (0.3 M) FROM THE END OF THE HS0455'HEADWALL, AND ABOUT 2 FT (0.6 M) LOWER THAN THE TRACKS. THE STATION HS0455'WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA HS0455'GPS/VERTICAL PROJECT. (RWK) HS0455 HS0455 STATION RECOVERY (2002) HS0455 HS0455'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) HS0455'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR HS0455'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = JANUARY 9, 2007 AE9889 *********************************************************************** AE9889 HT_MOD - This is a Height Modernization Survey Station. AE9889 DESIGNATION - FINCK AE9889 PID - AE9889 AE9889 STATE/COUNTY- CA/SAN JOAQUIN AE9889 USGS QUAD - UNION ISLAND (1978) AE9889 AE9889 *CURRENT SURVEY CONTROL AE9889 ___________________________________________________________________ AE9889* NAD 83(1998)- 37 48 19.67937(N) 121 27 02.21264(W) ADJUSTED AE9889* NAVD 88 - 2.23 (meters) 7.3 (feet) GPS OBS AE9889 ___________________________________________________________________ AE9889 EPOCH DATE - 2002.86 AE9889 X - -2,632,646.284 (meters) COMP AE9889 Y - -4,304,411.846 (meters) COMP AE9889 Z - 3,888,388.196 (meters) COMP AE9889 LAPLACE CORR- 0.81 (seconds) DEFLEC99 AE9889 ELLIP HEIGHT- -29.97 (meters) (10/28/05) GPS OBS AE9889 GEOID HEIGHT- -32.21 (meters) GEOID03 AE9889 AE9889 HORZ ORDER - FIRST AE9889 ELLP ORDER - FOURTH CLASS I AE9889 AE9889.The horizontal coordinates were established by GPS observations AE9889.and adjusted by the National Geodetic Survey in October 2005.. AE9889.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9889.DATUM ITEM on the data sheet items page. AE9889.The horizontal coordinates are valid at the epoch date displayed above. AE9889.The epoch date for horizontal control is a decimal equivalence AE9889.of Year/Month/Day. AE9889 AE9889.The orthometric height was determined by GPS observations and a AE9889.high-resolution geoid model using precise GPS observation and AE9889.processing techniques. AE9889 AE9889.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9889 AE9889.The Laplace correction was computed from DEFLEC99 derived deflections. AE9889 AE9889.The ellipsoidal height was determined by GPS observations AE9889.and is referenced to NAD 83. AE9889 AE9889.The geoid height was determined by GEOID03. AE9889 AE9889; North East Units Scale Factor Converg. AE9889;SPC CA 3 - 645,307.175 1,916,292.432 MT 0.99992963 -0 34 55.2 AE9889;SPC CA 3 - 2,117,145.29 6,287,036.09 sFT 0.99992963 -0 34 55.2 AE9889;UTM 10 - 4,185,362.089 636,394.625 MT 0.99982914 +0 56 59.6 AE9889 AE9889! - Elev Factor x Scale Factor = Combined Factor AE9889!SPC CA 3 - 1.00000470 x 0.99992963 = 0.99993433 AE9889!UTM 10 - 1.00000470 x 0.99982914 = 0.99983384 AE9889 AE9889 SUPERSEDED SURVEY CONTROL AE9889 AE9889 NAD 83(1992)- 37 48 19.67730(N) 121 27 02.20958(W) AD(1997.30) 1 AE9889 ELLIP H (07/10/98) -29.98 (m) GP(1997.30) 4 1 AE9889 NAD 83(1992)- 37 48 19.67697(N) 121 27 02.20995(W) AD(1997.30) 1 AE9889 ELLIP H (05/14/98) -29.89 (m) GP(1997.30) 3 1 AE9889 AE9889.Superseded values are not recommended for survey control. AE9889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9889.See file dsdata.txt to determine how the superseded data were derived. AE9889 AE9889_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG3639585362(NAD 83) AE9889_MARKER: DD = SURVEY DISK AE9889_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE9889_STAMPING: FINCK 1997 AE9889_MARK LOGO: BOR AE9889_PROJECTION: FLUSH AE9889_MAGNETIC: N = NO MAGNETIC MATERIAL AE9889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9889+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002 AE9889_ROD/PIPE-DEPTH: 3.05 meters AE9889 AE9889 HISTORY - Date Condition Report By AE9889 HISTORY - 1997 MONUMENTED BOR AE9889 HISTORY - 20021101 GOOD CADWR AE9889 AE9889 STATION DESCRIPTION AE9889 AE9889'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9889'THE STATION IS ABOUT 4.4 MI (7.1 KM) NORTH-NORTHWEST OF TRACY AND NEAR AE9889'THE TRACY BOULEVARD CROSSING OF THE OLD RIVER BRIDGE. TO REACH THE AE9889'STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 205 AND TRACY BLVD AE9889'ON THE NORTH SIDE OF TRACY, GO NORTH ON TRACY BLVD FOR 3.5 MI (5.6 KM) AE9889'TO THE OLD RIVER CROSSING. CONTINUE NORTH ON TRACY BLVD 0.05 MI (0.08 AE9889'KM) TO THE T-INTERSECTION OF FINCK ROAD, A SIDE ROAD LEFT. TURN LEFT AE9889'(WEST) AND GO 0.05 MI (0.08 KM) , PASSING SAMS MARKET ON THE LEFT AE9889'(SOUTH) SIDE OF THE ROAD, TO THE STATION ON THE RIGHT (NORTH) SIDE OF AE9889'THE ROAD. THE STATION IS A 2 1/2 INCH DIAMETER ALUMINUM ALLOY DOMED AE9889'CAP WITH MAGNET, SET 0.2 FT (0.1 M) BELOW GROUND, ATTACHED TO AN AE9889'ALUMINUM ALLOY ROD DRIVEN 10.0 FT (3.0 M) TO REFUSAL, ENCASED IN A AE9889'SAND FILLED 4-INCH DIAMETER PVC PIPE SET TO A DEPTH OF 4 FT (1.2 M) IN AE9889'A 1 FT (0.3 M) DIAMETER CONCRETE-FILLED HOLE 4 FT (1.2 M) DEEP. THE AE9889'STATION IS 286 FT (87.2 M) WEST OF THE CENTERLINE OF TRACY BLVD, 69.9 AE9889'FT (21.3 M) NORTHWEST OF AND ACROSS THE ROAD FROM A FADED ORANGE PIPE AE9889'WITNESS POST MARKING A REBAR PROPERTY CORNER MARKER, 20.3 FT (6.2 M) AE9889'NORTH OF THE CENTERLINE OF FINCK ROAD, 5.7 FT (1.7 M) SOUTH OF POWER AE9889'POLE 591 WHICH IS EAST OF A DIRT TRACK ROAD GOING NORTH FROM FINCK AE9889'ROAD TO THE NORTH SIDE OF A DRAINAGE CANAL PARALLELING THE ROAD. THE AE9889'STATION IS 2.0 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST. THE AE9889'STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA AE9889'GPS/VERTICAL PROJECT. (RWK) AE9889 AE9889 STATION RECOVERY (2002) AE9889 AE9889'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9889'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR AE9889'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. *** retrieval complete. Elapsed Time = 00:00:02