1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 KS1823 *********************************************************************** KS1823 DESIGNATION - CLUB KS1823 PID - KS1823 KS1823 STATE/COUNTY- CA/SUTTER KS1823 USGS QUAD - GILSIZER SLOUGH (1973) KS1823 KS1823 *CURRENT SURVEY CONTROL KS1823 ___________________________________________________________________ KS1823* NAD 83(1992)- 39 05 48.65704(N) 121 38 36.50282(W) ADJUSTED KS1823* NAVD 88 - 15.9 (meters) 52. (feet) VERTCON KS1823 ___________________________________________________________________ KS1823 EPOCH DATE - 1991.35 KS1823 LAPLACE CORR- -1.71 (seconds) DEFLEC99 KS1823 GEOID HEIGHT- -29.28 (meters) GEOID03 KS1823 KS1823 HORZ ORDER - SECOND KS1823 KS1823.The horizontal coordinates were established by classical geodetic methods KS1823.and adjusted by the National Geodetic Survey in March 1994. KS1823.The horizontal coordinates are valid at the epoch date displayed above. KS1823.The epoch date for horizontal control is a decimal equivalence KS1823.of Year/Month/Day. KS1823 KS1823.The NAVD 88 height was computed by applying the VERTCON shift value to KS1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS1823 KS1823.The Laplace correction was computed from DEFLEC99 derived deflections. KS1823 KS1823.The geoid height was determined by GEOID03. KS1823 KS1823; North East Units Scale Factor Converg. KS1823;SPC CA 2 - 658,818.460 2,030,839.793 MT 0.99991470 +0 13 29.2 KS1823;SPC CA 2 - 2,161,473.56 6,662,846.89 sFT 0.99991470 +0 13 29.2 KS1823;UTM 10 - 4,328,399.956 617,306.017 MT 0.99976944 +0 51 20.0 KS1823 KS1823! - Elev Factor x Scale Factor = Combined Factor KS1823!SPC CA 2 - 1.00000210 x 0.99991470 = 0.99991680 KS1823!UTM 10 - 1.00000210 x 0.99976944 = 0.99977154 KS1823 KS1823: Primary Azimuth Mark Grid Az KS1823:SPC CA 2 - REED CADH 181 14 47.3 KS1823:UTM 10 - REED CADH 180 36 56.5 KS1823 KS1823|---------------------------------------------------------------------| KS1823| PID Reference Object Distance Geod. Az | KS1823| dddmmss.s | KS1823| DB7071 CLUB RM 1 4.255 METERS 01837 | KS1823| DB7072 CLUB RM 2 5.620 METERS 14212 | KS1823| KS1825 REED CADH APPROX. 1.5 KM 1812816.5 | KS1823|---------------------------------------------------------------------| KS1823 KS1823 SUPERSEDED SURVEY CONTROL KS1823 KS1823 NAD 83(1986)- 39 05 48.64297(N) 121 38 36.49711(W) AD(1984.00) 2 KS1823 NAD 27 - 39 05 49.03001(N) 121 38 32.61475(W) AD( ) 2 KS1823 NGVD 29 (07/19/86) 15.2 (m) 50. (f) VERT ANG KS1823 KS1823.Superseded values are not recommended for survey control. KS1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1823.See file dsdata.txt to determine how the superseded data were derived. KS1823 KS1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ1730628400(NAD 83) KS1823_MARKER: DD = SURVEY DISK KS1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1823_SP_SET: TOP OF SQUARE CONCRETE MONUMENT KS1823_MAGNETIC: N = NO MAGNETIC MATERIAL KS1823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1823+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005 KS1823 KS1823 HISTORY - Date Condition Report By KS1823 HISTORY - 1974 MONUMENTED CADT KS1823 HISTORY - 20030405 GOOD GEOCAC KS1823 HISTORY - 20050420 GOOD CADWR KS1823 KS1823 STATION DESCRIPTION KS1823 KS1823'DESCRIBED BY CALTRANS 1974 (DRG) KS1823'STATION IS LOCATED ABOUT 3.0 MILES SSW OF YUBA CITY AND ABOUT KS1823'4.5 MILES SW OF MARYSVILLE ON THE EAST SIDE OF WALTON AVENUE. KS1823' KS1823'TO REACH STATION FROM THE U.S. POST OFFICE IN YUBA CITY, GO NORTH KS1823'ON PLUMAS STREET 0.1 MILE TO COLUSA AVENUE (HWY 20), TURN LEFT KS1823'AND FOLLOW HIGHWAY 20 WEST 1.0 MILE TO HIGHWAY 99, TURN LEFT AND KS1823'FOLLOW HIGHWAY 99 SOUTH 3.0 MILES TO BOGUE ROAD, TURN RIGHT ON KS1823'BOGUE ROAD AND GO WEST 0.5 MILE TO WALTON AVENUE, TURN LEFT ON KS1823'WALTON AVENUE AND GO SOUTH 0.1 MILE TO STATION ON LEFT. KS1823' KS1823'STATION MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED---CLUB KS1823'1974---SET IN 12-INCH CONCRETE CYLINDER 0.3 FOOT BELOW SURFACE, KS1823'7.5 FEET SOUTHWEST OF POWER POLE 99, 14.5 FEET EAST OF CENTERLINE KS1823'OF WALTON AVENUE. KS1823' KS1823'AN UNDERGROUND MARK IDENTICAL WITH SURFACE DISK WAS SET IN KS1823'CONCRETE 3.5 FEET BELOW SURFACE. KS1823' KS1823'REFERENCE MARK 1 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED--- KS1823'CLUB 1974 RM NO 1---SET IN 12-INCH CONCRETE CYLINDER PROJECTING KS1823'0.4 FOOT, 14.5 FEET NORTH OF POWER POLE 99, 20.0 FEET EAST OF KS1823'CENTERLINE OF WALTON AVENUE, 1.0 FOOT HIGHER THAN STATION. KS1823' KS1823'REFERENCE MARK 2 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED--- KS1823'CLUB 1974 RM NO 2---SET IN 12-INCH CONCRETE CYLINDER PROJECTING KS1823'0.4 FOOT, 14.3 FEET SOUTH OF POWER POLE 99, 23.5 FEET EAST OF KS1823'CENTERLINE OF WALTON AVENUE, 1.6 FEET HIGHER THAN STATION. KS1823 KS1823 STATION RECOVERY (2003) KS1823 KS1823'RECOVERY NOTE BY GEOCACHING 2003 (KM) KS1823'RECOVERED AS DESCRIBED. MARK WAS SLIGHTLY DIFFICULT TO READ. KS1823 KS1823 STATION RECOVERY (2005) KS1823 KS1823'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 KS1823'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 JS4847 *********************************************************************** JS4847 HT_MOD - This is a Height Modernization Survey Station. JS4847 DESIGNATION - HPGN D CA 03 EH JS4847 PID - JS4847 JS4847 STATE/COUNTY- CA/SUTTER JS4847 USGS QUAD - VERONA (1978) JS4847 JS4847 *CURRENT SURVEY CONTROL JS4847 ___________________________________________________________________ JS4847* NAD 83(1998)- 38 51 59.61225(N) 121 32 32.95659(W) ADJUSTED JS4847* NAVD 88 - 10.75 (meters) 35.3 (feet) GPS OBS JS4847 ___________________________________________________________________ JS4847 EPOCH DATE - 2002.53 JS4847 X - -2,601,330.963 (meters) COMP JS4847 Y - -4,237,928.944 (meters) COMP JS4847 Z - 3,980,781.491 (meters) COMP JS4847 LAPLACE CORR- -1.34 (seconds) DEFLEC99 JS4847 ELLIP HEIGHT- -19.38 (meters) (02/03/03) GPS OBS JS4847 GEOID HEIGHT- -30.07 (meters) GEOID03 JS4847 JS4847 HORZ ORDER - B JS4847 ELLP ORDER - FOURTH CLASS I JS4847 JS4847.The horizontal coordinates were established by GPS observations JS4847.and adjusted by the National Geodetic Survey in February 2003. JS4847.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS4847.DATUM ITEM on the data sheet items page. JS4847.The horizontal coordinates are valid at the epoch date displayed above. JS4847.The epoch date for horizontal control is a decimal equivalence JS4847.of Year/Month/Day. JS4847 JS4847.The orthometric height was determined by GPS observations and a JS4847.high-resolution geoid model using precise GPS observation and JS4847.processing techniques. JS4847 JS4847.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS4847 JS4847.The Laplace correction was computed from DEFLEC99 derived deflections. JS4847 JS4847.The ellipsoidal height was determined by GPS observations JS4847.and is referenced to NAD 83. JS4847 JS4847.The geoid height was determined by GEOID03. JS4847 JS4847; North East Units Scale Factor Converg. JS4847;SPC CA 2 - 633,294.331 2,039,703.690 MT 0.99992188 +0 17 18.4 JS4847;SPC CA 2 - 2,077,733.15 6,691,927.86 sFT 0.99992188 +0 17 18.4 JS4847;UTM 10 - 4,302,978.012 626,448.172 MT 0.99979689 +0 54 53.0 JS4847 JS4847! - Elev Factor x Scale Factor = Combined Factor JS4847!SPC CA 2 - 1.00000304 x 0.99992188 = 0.99992492 JS4847!UTM 10 - 1.00000304 x 0.99979689 = 0.99979993 JS4847 JS4847 SUPERSEDED SURVEY CONTROL JS4847 JS4847 NAD 83(1998)- 38 51 59.61149(N) 121 32 32.95552(W) AD(1999.51) B JS4847 NAD 83(1992)- 38 51 59.60896(N) 121 32 32.95016(W) AD(1991.35) 1 JS4847 ELLIP H (09/16/94) -19.35 (m) GP(1991.35) 4 2 JS4847 JS4847.Superseded values are not recommended for survey control. JS4847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4847.See file dsdata.txt to determine how the superseded data were derived. JS4847 JS4847_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ2644802978(NAD 83) JS4847_MARKER: DD = SURVEY DISK JS4847_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL JS4847+WITH SETTING: INFORMATION. JS4847_SP_SET: ALUMINUM ALLOY ROD JS4847_STAMPING: CA-HPGN-DENSIFICATION STA. 03-EH 1993 JS4847_MARK LOGO: CADT JS4847_PROJECTION: RECESSED 10 CENTIMETERS JS4847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET JS4847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS4847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS4847+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005 JS4847_ROD/PIPE-DEPTH: 2.1 meters JS4847 JS4847 HISTORY - Date Condition Report By JS4847 HISTORY - 1993 MONUMENTED CADT JS4847 HISTORY - 19940127 GOOD CADT JS4847 HISTORY - 19990719 GOOD FRAME JS4847 HISTORY - 20020826 GOOD FRAME JS4847 HISTORY - 20050504 GOOD CADWR JS4847 JS4847 STATION DESCRIPTION JS4847 JS4847'DESCRIBED BY CALTRANS 1993 JS4847'THE STATION IS LOCATED NEAR THE JUNCTION OF STATE HIGHWAYS 70 AND 99, JS4847'ABOUT 20 MI (32.2 KM) NORTH OF SACRAMENTO AND ABOUT 19 MI (30.6 KM) JS4847'SOUTH OF MARYSVILLE. JS4847'$ JS4847'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 99, GO JS4847'NORTH ON HIGHWAY 70 FOR 1.55 MI (2.49 KM) TO THE INTERSECTION OF JS4847'STRIPLIN ROAD. TURN RIGHT AND GO EAST ON STRIPLIN ROAD FOR ABOUT 300 JS4847'FT (91.4 M) TO THE STATION ON THE RIGHT. JS4847'$ JS4847'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET JS4847'IN CONCRETE FLUSH WITH THE GROUND, 339 FT (103.3 M) NORTHEAST OF A JS4847'HIGHWAY 70 POST MILE MARKER SUT-70-1.00, 100.5 FT (30.6 M) WEST OF JS4847'THE CENTERLINE OF A FRONTAGE ROAD, 37.0 FT (11.3 M) SOUTH OF THE JS4847'CENTERLINE OF STRIPLIN ROAD, 20.3 FT (6.2 M) NORTH OF THE EAST END OF JS4847'A 6 FT (1.8 M) CHAIN LINK R/W FENCE THAT RUNS PARALLEL WITH STRIPLIN JS4847'ROAD, 3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST AND IS LEVEL JS4847'WITH THE ROADWAY. JS4847'$ JS4847'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION JS4847'SURVEY. JS4847 JS4847 STATION RECOVERY (1994) JS4847 JS4847'RECOVERY NOTE BY CALTRANS 1994 (JCB) JS4847'RECOVERED AS DESCRIBED. JS4847 JS4847 STATION RECOVERY (1999) JS4847 JS4847'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 1999 (JHF) JS4847'RECOVERED AS DESCRIBED. JS4847 JS4847 STATION RECOVERY (2002) JS4847 JS4847'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS4847'RECOVERED AS DESCRIBED. NOTE--THIS IS A SHALLOW-SET ALUMINUM ALLOY JS4847'ROD. JS4847 JS4847 STATION RECOVERY (2005) JS4847 JS4847'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 JS4847'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 JS2207 *********************************************************************** JS2207 DESIGNATION - P 858 JS2207 PID - JS2207 JS2207 STATE/COUNTY- CA/SUTTER JS2207 USGS QUAD - VERONA (1978) JS2207 JS2207 *CURRENT SURVEY CONTROL JS2207 ___________________________________________________________________ JS2207* NAD 83(1986)- 38 50 43. (N) 121 30 26. (W) SCALED JS2207* NAVD 88 - 12.59 (+/-2cm) 41.3 (feet) VERTCON JS2207 ___________________________________________________________________ JS2207 GEOID HEIGHT- -30.17 (meters) GEOID03 JS2207 JS2207 VERT ORDER - FIRST CLASS II (See Below) JS2207 JS2207.The horizontal coordinates were scaled from a topographic map and have JS2207.an estimated accuracy of +/- 6 seconds. JS2207 JS2207.The NAVD 88 height was computed by applying the VERTCON shift value to JS2207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS2207.The vertical order pertains to the NGVD 29 superseded value. JS2207 JS2207.The geoid height was determined by GEOID03. JS2207 JS2207; North East Units Estimated Accuracy JS2207;SPC CA 2 - 630,950. 2,042,780. MT (+/- 180 meters Scaled) JS2207 JS2207 SUPERSEDED SURVEY CONTROL JS2207 JS2207 NGVD 29 (??/??/92) 11.876 (m) 38.96 (f) ADJ UNCH 1 2 JS2207 JS2207.Superseded values are not recommended for survey control. JS2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2207.See file dsdata.txt to determine how the superseded data were derived. JS2207 JS2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ295006(NAD 83) JS2207_MARKER: DB = BENCH MARK DISK JS2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS2207_SP_SET: SET IN TOP OF CONCRETE MONUMENT JS2207_STAMPING: P 858 1949 JS2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS2207+STABILITY: SURFACE MOTION JS2207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS2207+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005 JS2207 JS2207 HISTORY - Date Condition Report By JS2207 HISTORY - 1949 MONUMENTED CGS JS2207 HISTORY - 1987 GOOD USPSQD JS2207 HISTORY - 20040312 MARK NOT FOUND CADT JS2207 HISTORY - 20050504 GOOD CADWR JS2207 JS2207 STATION DESCRIPTION JS2207 JS2207'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 JS2207'1.7 MI E FROM CATLETT. JS2207'1.7 MILES EAST ALONG CATLETT ROAD FROM THE SACRAMENTO NORTHERN JS2207'RAILWAY CROSSING AT CATLETT, 0.2 MILE EAST OF THE WESTERN JS2207'PACIFIC RAILROAD CROSSING, 140 FEET NORTH OF THE ROY RICHMOND JS2207'FARMHOUSE, 34 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 16 FEET JS2207'EAST OF THE CENTER LINE OF THE DRIVEWAY LEADING TO THE FARMHOUSE, JS2207'2.8 FEET SOUTH OF A WITNESS POST, 1.4 FEET SOUTH OF A MESH WIRE JS2207'FENCE CORNER, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF JS2207'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. JS2207 JS2207 STATION RECOVERY (1987) JS2207 JS2207'RECOVERY NOTE BY US POWER SQUADRON 1987 (DME) JS2207'RECOVERED IN GOOD CONDITION. JS2207 JS2207 STATION RECOVERY (2004) JS2207 JS2207'RECOVERY NOTE BY CALTRANS 2004 (DWM) JS2207'MARK NOT FOUND. JS2207 JS2207 STATION RECOVERY (2005) JS2207 JS2207'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 JS2207'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 JS4533 *********************************************************************** JS4533 DESIGNATION - PASS JS4533 PID - JS4533 JS4533 STATE/COUNTY- CA/SUTTER JS4533 USGS QUAD - SUTTER CAUSEWAY (1973) JS4533 JS4533 *CURRENT SURVEY CONTROL JS4533 ___________________________________________________________________ JS4533* NAD 83(1992)- 38 58 00.01155(N) 121 40 19.72504(W) ADJUSTED JS4533* NAVD 88 - 17.2 (meters) 56. (feet) GPS OBS JS4533 ___________________________________________________________________ JS4533 EPOCH DATE - 1991.35 JS4533 X - -2,607,251.735 (meters) COMP JS4533 Y - -4,226,094.345 (meters) COMP JS4533 Z - 3,989,433.023 (meters) COMP JS4533 LAPLACE CORR- -1.87 (seconds) DEFLEC99 JS4533 ELLIP HEIGHT- -12.35 (meters) (09/16/94) GPS OBS JS4533 GEOID HEIGHT- -29.60 (meters) GEOID03 JS4533 JS4533 HORZ ORDER - FIRST JS4533 ELLP ORDER - FOURTH CLASS II JS4533 JS4533.The horizontal coordinates were established by GPS observations JS4533.and adjusted by the National Geodetic Survey in September 1994. JS4533.The horizontal coordinates are valid at the epoch date displayed above. JS4533.The epoch date for horizontal control is a decimal equivalence JS4533.of Year/Month/Day. JS4533 JS4533.The orthometric height was determined by GPS observations and a JS4533.high-resolution geoid model. JS4533 JS4533.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS4533 JS4533.The Laplace correction was computed from DEFLEC99 derived deflections. JS4533 JS4533.The ellipsoidal height was determined by GPS observations JS4533.and is referenced to NAD 83. JS4533 JS4533.The geoid height was determined by GEOID03. JS4533 JS4533; North East Units Scale Factor Converg. JS4533;SPC CA 2 - 644,358.442 2,028,411.720 MT 0.99991678 +0 12 24.1 JS4533;SPC CA 2 - 2,114,032.66 6,654,880.78 sFT 0.99991678 +0 12 24.1 JS4533;UTM 10 - 4,313,916.291 615,037.322 MT 0.99976295 +0 50 06.5 JS4533 JS4533! - Elev Factor x Scale Factor = Combined Factor JS4533!SPC CA 2 - 1.00000194 x 0.99991678 = 0.99991872 JS4533!UTM 10 - 1.00000194 x 0.99976295 = 0.99976489 JS4533 JS4533: Primary Azimuth Mark Grid Az JS4533:SPC CA 2 - TOWN 339 23 00.5 JS4533:UTM 10 - TOWN 338 45 18.1 JS4533 JS4533|---------------------------------------------------------------------| JS4533| PID Reference Object Distance Geod. Az | JS4533| dddmmss.s | JS4533| DB4919 PASS RM 1 11.185 METERS 07746 | JS4533| DB4920 PASS RM 2 15.186 METERS 29817 | JS4533| KS1831 TOWN APPROX. 4.4 KM 3393524.6 | JS4533|---------------------------------------------------------------------| JS4533 JS4533 SUPERSEDED SURVEY CONTROL JS4533 JS4533 NAD 83(1992)- 38 58 00.00966(N) 121 40 19.72869(W) AD(1991.35) 2 JS4533 NAD 83(1986)- 38 57 59.99718(N) 121 40 19.72270(W) AD(1984.00) 2 JS4533 NAD 27 - 38 58 00.38010(N) 121 40 15.84848(W) AD( ) 2 JS4533 NGVD 29 (07/19/86) 16.4 (m) 54. (f) VERT ANG JS4533 JS4533.Superseded values are not recommended for survey control. JS4533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4533.See file dsdata.txt to determine how the superseded data were derived. JS4533 JS4533_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ1503713916(NAD 83) JS4533_MARKER: DD = SURVEY DISK JS4533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS4533_SP_SET: CONCRETE POST JS4533_STAMPING: PASS 1974 JS4533_MARK LOGO: CADH JS4533_MAGNETIC: N = NO MAGNETIC MATERIAL JS4533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4533+STABILITY: SURFACE MOTION JS4533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS4533+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005 JS4533 JS4533 HISTORY - Date Condition Report By JS4533 HISTORY - 1974 MONUMENTED CADT JS4533 HISTORY - 1974 GOOD CADT JS4533 HISTORY - 19930806 GOOD CADT JS4533 HISTORY - 20050420 GOOD CADWR JS4533 JS4533 STATION DESCRIPTION JS4533 JS4533'DESCRIBED BY CALTRANS 1974 (DRG) JS4533'STATION IS LOCATED ABOUT 6.5 MILES NW OF NICOLAUS AND ABOUT JS4533'6.8 MILES NE OF ROBBINS ON A LEVEE ROAD. JS4533' JS4533'TO REACH STATION FROM THE U.S. POST OFFICE IN ROBBINS, GO WEST JS4533'0.05 MILE ON DEL MONTE AVENUE TO SACRAMENTO VALLEY BOULEVARD, JS4533'TURN RIGHT ON SACRAMENTO VALLEY BOULEVARD, AND GO NW 0.2 MILE TO JS4533'HIGHWAY 113, TURN RIGHT ON HIGHWAY 113 AND GO NORTHEASTERLY JS4533'6.8 MILES ACROSS SUTTER BYPASS BRIDGE AND STATION ON RIGHT. JS4533' JS4533'STATION MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED---PASS JS4533'1974---IN 12-INCH CONCRETE CYLINDER FLUSH WITH PAVEMENT, 3.0 FEET JS4533'SW OF CENTERLINE OF ROAD, 11.0 FEET SW OF ASPHALT DIKE, 50.2 FEET JS4533'ESE OF NE CORNER OF BRIDGE, 69.5 FEET EAST OF CENTERLINE OF JS4533'HIGHWAY 113. JS4533' JS4533'AN UNDERGROUND MARK IDENTICAL WITH SURFACE DISK WAS SET IN JS4533'CONCRETE 3.5 FEET BELOW SURFACE. JS4533' JS4533'REFERENCE MARK 1 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED--- JS4533'PASS 1974 RM NO 1---SET IN 12-INCH CONCRETE CYLINDER PROJECTING JS4533'0.5 FOOT, 2.7 FEET WEST OF ASPHALT DIKE, 2.7 FEET WEST OF SOUTH JS4533'END OF GUARD RAIL, 17.2 FEET WEST OF CENTERLINE OF ROAD AND JS4533'3.0 FEET LOWER THAN STATION. JS4533' JS4533'REFERENCE MARK 2 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED--- JS4533'PASS 1974 RM NO 2---SET IN DRILL HOLE ON EAST CONCRETE BRIDGE RAIL, JS4533'3.0 FOOT SOUTH OF NORTH END OF BRIDGE RAIL, 21.0 FEET EAST OF JS4533'CENTERLINE OF HIGHWAY 113, 4.5 FEET HIGHER THAN STATION. JS4533 JS4533 STATION RECOVERY (1974) JS4533 JS4533'RECOVERY NOTE BY CALTRANS 1974 JS4533'RECOVERED IN GOOD CONDITION. JS4533 JS4533 STATION RECOVERY (1993) JS4533 JS4533'RECOVERY NOTE BY CALTRANS 1993 JS4533'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AS JS4533'DESCRIBED. A NEW TO REACH FOLLOWS. JS4533'$ JS4533'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) SOUTH OF YUBA CITY. TO JS4533'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 99 IN JS4533'YUBA CITY, GO SOUTH ON HIGHWAY 99 FOR 4.55 MI (7.32 KM) TO THE JS4533'INTERSECTION OF BARRY ROAD. CONTINUE SOUTH ON HIGHWAY 99 FOR 5.05 MI JS4533'(8.13 KM) TO THE JUNCTION OF STATE HIGHWAY 113. TURN RIGHT AND GO JS4533'WEST THEN SOUTH ON HIGHWAY 113 FOR 4.4 MI (7.1 KM) TO THE JS4533'INTERSECTION WITH A LEVEE ACCESS ROAD, ABOUT 0.2 MI (0.3 KM) NORTH ON JS4533'THE NORTH END OF THE SUTTER CAUSEWAY BRIDGE (NO. 18-32). TURN LEFT JS4533'AND GO EAST THEN SOUTH ON THE LEVEE ACCESS ROAD FOR 0.2 MI (0.3 KM) JS4533'TO THE STATION ON THE RIGHT. THE STATION IS 51.0 FT (15.5 M) WEST OF JS4533'THE CENTERLINE OF THE LEVEE ACCESS ROAD. JS4533'$ JS4533'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION JS4533'SURVEY. JS4533 JS4533 STATION RECOVERY (2005) JS4533 JS4533'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 JS4533'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 KS1833 *********************************************************************** KS1833 DESIGNATION - PEASE KS1833 PID - KS1833 KS1833 STATE/COUNTY- CA/SUTTER KS1833 USGS QUAD - SUTTER (1973) KS1833 KS1833 *CURRENT SURVEY CONTROL KS1833 ___________________________________________________________________ KS1833* NAD 83(1992)- 39 10 14.93271(N) 121 38 08.13371(W) ADJUSTED KS1833* NAVD 88 - 25.827 (meters) 84.73 (feet) ADJUSTED KS1833 ___________________________________________________________________ KS1833 EPOCH DATE - 1991.35 KS1833 LAPLACE CORR- 0.11 (seconds) DEFLEC99 KS1833 GEOID HEIGHT- -29.10 (meters) GEOID03 KS1833 DYNAMIC HT - 25.812 (meters) 84.68 (feet) COMP KS1833 MODELED GRAV- 980,039.3 (mgal) NAVD 88 KS1833 KS1833 HORZ ORDER - SECOND KS1833 VERT ORDER - FIRST CLASS II KS1833 KS1833.The horizontal coordinates were established by classical geodetic methods KS1833.and adjusted by the National Geodetic Survey in March 1994. KS1833.The horizontal coordinates are valid at the epoch date displayed above. KS1833.The epoch date for horizontal control is a decimal equivalence KS1833.of Year/Month/Day. KS1833 KS1833.The orthometric height was determined by differential leveling KS1833.and adjusted by the National Geodetic Survey in June 1991. KS1833 KS1833.The Laplace correction was computed from DEFLEC99 derived deflections. KS1833 KS1833.The geoid height was determined by GEOID03. KS1833 KS1833.The dynamic height is computed by dividing the NAVD 88 KS1833.geopotential number by the normal gravity value computed on the KS1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1833.degrees latitude (g = 980.6199 gals.). KS1833 KS1833.The modeled gravity was interpolated from observed gravity values. KS1833 KS1833; North East Units Scale Factor Converg. KS1833;SPC CA 2 - 667,031.901 2,031,488.517 MT 0.99991580 +0 13 47.1 KS1833;SPC CA 2 - 2,188,420.50 6,664,975.24 sFT 0.99991580 +0 13 47.1 KS1833;UTM 10 - 4,336,618.857 617,864.100 MT 0.99977105 +0 51 42.9 KS1833 KS1833! - Elev Factor x Scale Factor = Combined Factor KS1833!SPC CA 2 - 1.00000051 x 0.99991580 = 0.99991631 KS1833!UTM 10 - 1.00000051 x 0.99977105 = 0.99977156 KS1833 KS1833: Primary Azimuth Mark Grid Az KS1833:SPC CA 2 - SEARS 179 17 46.4 KS1833:UTM 10 - SEARS 178 39 50.6 KS1833 KS1833|---------------------------------------------------------------------| KS1833| PID Reference Object Distance Geod. Az | KS1833| dddmmss.s | KS1833| DB7492 PEASE RM 1 12.765 METERS 01124 | KS1833| DB7493 PEASE RM 2 7.477 METERS 07307 | KS1833| KS1834 SEARS APPROX. 2.8 KM 1793133.5 | KS1833|---------------------------------------------------------------------| KS1833 KS1833 SUPERSEDED SURVEY CONTROL KS1833 KS1833 NAD 83(1986)- 39 10 14.91843(N) 121 38 08.12661(W) AD(1984.00) 2 KS1833 NAD 27 - 39 10 15.30879(N) 121 38 04.24442(W) AD( ) 2 KS1833 NGVD 29 (07/19/86) 24.66 (m) 80.9 (f) LEVELING 3 KS1833 KS1833.Superseded values are not recommended for survey control. KS1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1833.See file dsdata.txt to determine how the superseded data were derived. KS1833 KS1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ1786436619(NAD 83) KS1833_MARKER: DS = TRIANGULATION STATION DISK KS1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1833_SP_SET: CONCRETE POST KS1833_STAMPING: PEASE 1972 KS1833_MARK LOGO: CADH KS1833_MAGNETIC: N = NO MAGNETIC MATERIAL KS1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1833+STABILITY: SURFACE MOTION KS1833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1833+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2005 KS1833 KS1833 HISTORY - Date Condition Report By KS1833 HISTORY - 1972 MONUMENTED CADT KS1833 HISTORY - 1972 GOOD CADH KS1833 HISTORY - 1973 GOOD NGS KS1833 HISTORY - 1975 GOOD CADT KS1833 HISTORY - 19880815 GOOD NGS KS1833 HISTORY - 20000330 GOOD NGS KS1833 HISTORY - 20040312 GOOD CADT KS1833 HISTORY - 20050505 GOOD CADWR KS1833 KS1833 STATION DESCRIPTION KS1833 KS1833'DESCRIBED BY CALTRANS 1972 (DRG) KS1833'THE STATION IS LOCATED ON PEASE ROAD NEAR THE PEASE ROAD KS1833'OVERCROSSING AND STATE HIGHWAY ROUTE 99 ABOUT 2.0 MILES NORTHWEST KS1833'OF YUBA CITY AND 7.0 MILES SOUTHEAST OF LIVE OAK. KS1833' KS1833'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY KS1833'ROUTE 20 (COLUSA HIGHWAY) AND LIVE OAK BLVD. IN YUBA CITY, GO KS1833'NORTH ON LIVE OAK BLVD. 2.1 MILES TO PEASE ROAD., TURN LEFT AND KS1833'GO WEST ON PEASE ROAD 0.7 MILE TO PEASE ROAD OVERCROSSING, BRIDGE KS1833'NO. 18-30, AND STATE ROUTE 99. STATION IS LOCATED ON SOUTH SIDE KS1833'OF PEASE ROAD WEST OF PEASE ROAD OVERCROSSING. KS1833' KS1833'STATION MARK IS DIVISION OF HIGHWAYS BRASS DISK STAMPED PEASE KS1833'1972 SET IN A 14 INCH DIAMETER CONCRETE CYLINDER PROJECTING 2 KS1833'INCHES ABOVE GROUND SURFACE. IT IS 9.0 FEET SOUTHWEST OF WEST KS1833'END OF SOUTH RAIL OF BRIDGE, 4.5 FEET SOUTH OF ASPHALT CONCRETE KS1833'DIKE AND 24.4 FEET SOUTH OF CENTER LINE OF PEASE ROAD. KS1833' KS1833'AN UNDERGROUND MARK, IDENTICAL AS THE SURFACE MARK, WAS SET IN KS1833'6 INCHES OF CONCRETE, 3.5 FEET BELOW THE SURFACE. KS1833' KS1833'REFERENCE MARK NO. 1 IS DIVISION OF HIGHWAYS BRASS DISK STAMPED KS1833'PEASE R M NO. 1 1972 SET IN DRILL HOLE IN NORTH RAIL OF BRIDGE. IT KS1833'IS 0.4 FOOT EAST OF WEST END OF CONCRETE BRIDGE RAIL AND 2.4 FEET KS1833'HIGHER THAN THE STATION. KS1833' KS1833'REFERENCE MARK NO. 2 IS DIVISION OF HIGHWAYS BRASS DISK STAMPED KS1833'PEASE R M NO. 2 1972 SET IN DRILL HOLE IN SIDEWALK ON SOUTH SIDE OF KS1833'BRIDGE. IT IS 15.6 FEET EAST OF WEST END OF SOUTH BRIDGE RAIL AND KS1833'1.8 FOOT NORTH OF SOUTH BRIDGE RAIL AND 1.4 FOOT HIGHER THAN THE KS1833'STATION. KS1833' KS1833'NOTE--NO AZIMUTH MARK SET. KS1833' KS1833'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS. KS1833 KS1833 STATION RECOVERY (1972) KS1833 KS1833'RECOVERY NOTE BY CA DIV OF HIGHWAYS 1972 KS1833'RECOVERED IN GOOD CONDITION. KS1833 KS1833 STATION RECOVERY (1973) KS1833 KS1833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (MLS) KS1833'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION AS DESCRIBED KS1833'BY D. R. GOODMAN IN 1972. KS1833' KS1833'STATION WAS NOT OCCUPIED. KS1833' KS1833'HEIGHT OF LIGHT ABOVE STATION MARK 5.38 FEET. KS1833' KS1833'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN KS1833'2.0 MILES NORTHWEST OF YUBA CITY. KS1833 KS1833 STATION RECOVERY (1975) KS1833 KS1833'RECOVERY NOTE BY CALTRANS 1975 (DRG) KS1833'FOUND THE MARKS IN GOOD CONDITION AS DESCRIBED BY D. R. GOODMAN KS1833'IN 1972. STATION WAS NOT OCCUPIED BY THE OBSERVING PARTY AND WAS KS1833'USED FOR CHECK ANGLE PURPOSES ONLY. KS1833' KS1833'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN KS1833'2 MILES NORTHWEST OF YUBA CITY. KS1833 KS1833 STATION RECOVERY (1988) KS1833 KS1833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1833'0.5 KM (0.30 MI) WESTERLY ALONG 7TH STREET FROM THE SOUTHERN PACIFIC KS1833'RAILROAD STATION IN MARYSVILLE, THENCE 0.4 KM (0.25 MI) NORTHERLY KS1833'ALONG E STREET, THENCE 2.6 KM (1.60 MI) WESTERLY ALONG STATE HIGHWAY KS1833'20, THENCE 3.4 KM (2.10 MI) NORTHERLY ALONG LIVE OAK BOULEVARD, THENCE KS1833'1.0 KM (0.60 MI) WESTERLY ALONG PEASE ROAD, 7.4 M (24.3 FT) SOUTH OF KS1833'THE CENTERLINE OF THE ROAD, 2.7 M (8.9 FT) SOUTHWEST OF THE SOUTHWEST KS1833'CORNER OF THE PEASE ROAD OVERPASS OF STATE HIGHWAY 99, 1.4 M (4.6 FT) KS1833'SOUTH OF AN ASPHALT CURB, LEVEL WITH THE ROAD, AND IN A CONCRETE KS1833'MONUMENT THAT PROJECTS 0.04 M (0.1 FT) ABOVE THE GROUND SURFACE. KS1833 KS1833 STATION RECOVERY (2000) KS1833 KS1833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS) KS1833'1.2 KM (0.75 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF KS1833'STATE HIGHWAY 99 IN YUBA CITY, THENCE 3.4 KM (2.10 MI) NORTHERLY ALONG KS1833'LIVE OAK BOULEVARD, THENCE 1.0 KM (0.60 MI) WESTERLY ALONG PEASE ROAD, KS1833'7.4 M (24.3 FT) SOUTH OF AND LEVEL WITH THE ROAD CENTERLINE, 2.7 M KS1833'(8.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE PEASE ROAD OVERPASS KS1833'OF STATE HIGHWAY 99, 1.4 M (4.6 FT) SOUTH OF AN ASPHALT CURB, AND THE KS1833'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE KS1833'MONUMENT IS ON THE ROAD RIGHT-OF-WAY. KS1833 KS1833 STATION RECOVERY (2004) KS1833 KS1833'RECOVERY NOTE BY CALTRANS 2004 (DWM) KS1833'RECOVERED IN GOOD CONDITION. KS1833 KS1833 STATION RECOVERY (2005) KS1833 KS1833'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 KS1833'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 JS2202 *********************************************************************** JS2202 DESIGNATION - U 858 JS2202 PID - JS2202 JS2202 STATE/COUNTY- CA/SUTTER JS2202 USGS QUAD - VERONA (1978) JS2202 JS2202 *CURRENT SURVEY CONTROL JS2202 ___________________________________________________________________ JS2202* NAD 83(1986)- 38 50 14. (N) 121 34 37. (W) SCALED JS2202* NAVD 88 - 8.12 (+/-2cm) 26.6 (feet) VERTCON JS2202 ___________________________________________________________________ JS2202 GEOID HEIGHT- -30.14 (meters) GEOID03 JS2202 JS2202 VERT ORDER - FIRST CLASS II (See Below) JS2202 JS2202.The horizontal coordinates were scaled from a topographic map and have JS2202.an estimated accuracy of +/- 6 seconds. JS2202 JS2202.The NAVD 88 height was computed by applying the VERTCON shift value to JS2202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS2202.The vertical order pertains to the NGVD 29 superseded value. JS2202 JS2202.The geoid height was determined by GEOID03. JS2202 JS2202; North East Units Estimated Accuracy JS2202;SPC CA 2 - 630,020. 2,036,730. MT (+/- 180 meters Scaled) JS2202 JS2202 SUPERSEDED SURVEY CONTROL JS2202 JS2202 NGVD 29 (??/??/92) 7.402 (m) 24.28 (f) ADJ UNCH 1 2 JS2202 JS2202.Superseded values are not recommended for survey control. JS2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2202.See file dsdata.txt to determine how the superseded data were derived. JS2202 JS2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH235996(NAD 83) JS2202_MARKER: DB = BENCH MARK DISK JS2202_SETTING: 36 = SET IN A MASSIVE STRUCTURE JS2202_SP_SET: BRIDGE JS2202_STAMPING: U 858 1949 JS2202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS2202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS2202+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005 JS2202 JS2202 HISTORY - Date Condition Report By JS2202 HISTORY - 1949 MONUMENTED CGS JS2202 HISTORY - 1987 GOOD USPSQD JS2202 HISTORY - 20040105 GOOD CADWR JS2202 HISTORY - 20050504 GOOD CADWR JS2202 JS2202 STATION DESCRIPTION JS2202 JS2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 JS2202'2.7 MI W FROM CATLETT. JS2202'2.7 MILES WEST ALONG CATLETT ROAD FROM THE SACRAMENTO NORTHERN JS2202'RAILWAY CROSSING AT CATLETT, AT A CONCRETE BRIDGE OVER A SMALL JS2202'CANAL, IN THE TOP OF THE NORTH HEAD WALL, 1.6 FEET WEST OF THE JS2202'EAST END, 12 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND JS2202'ABOUT 1 FOOT HIGHER THAN THE ROAD. JS2202 JS2202 STATION RECOVERY (1987) JS2202 JS2202'RECOVERY NOTE BY US POWER SQUADRON 1987 (DME) JS2202'RECOVERED IN GOOD CONDITION. JS2202 JS2202 STATION RECOVERY (2004) JS2202 JS2202'RECOVERY NOTE BY CA DEPT OF WATER RES 2004 (TRJ) JS2202'RECOVERED IN GOOD CONDITION. JS2202 JS2202 STATION RECOVERY (2005) JS2202 JS2202'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 JS2202'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 JS2198 *********************************************************************** JS2198 DESIGNATION - Y 858 JS2198 PID - JS2198 JS2198 STATE/COUNTY- CA/SUTTER JS2198 USGS QUAD - KNIGHTS LANDING (1981) JS2198 JS2198 *CURRENT SURVEY CONTROL JS2198 ___________________________________________________________________ JS2198* NAD 83(1986)- 38 49 43. (N) 121 38 16. (W) SCALED JS2198* NAVD 88 - 12.30 (+/-2cm) 40.4 (feet) VERTCON JS2198 ___________________________________________________________________ JS2198 GEOID HEIGHT- -30.10 (meters) GEOID03 JS2198 JS2198 VERT ORDER - FIRST CLASS II (See Below) JS2198 JS2198.The horizontal coordinates were scaled from a topographic map and have JS2198.an estimated accuracy of +/- 6 seconds. JS2198 JS2198.The NAVD 88 height was computed by applying the VERTCON shift value to JS2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS2198.The vertical order pertains to the NGVD 29 superseded value. JS2198 JS2198.The geoid height was determined by GEOID03. JS2198 JS2198; North East Units Estimated Accuracy JS2198;SPC CA 2 - 629,050. 2,031,450. MT (+/- 180 meters Scaled) JS2198 JS2198 SUPERSEDED SURVEY CONTROL JS2198 JS2198 NGVD 29 (??/??/92) 11.572 (m) 37.97 (f) ADJ UNCH 1 2 JS2198 JS2198.Superseded values are not recommended for survey control. JS2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2198.See file dsdata.txt to determine how the superseded data were derived. JS2198 JS2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH182986(NAD 83) JS2198_MARKER: DB = BENCH MARK DISK JS2198_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND JS2198_SP_SET: METAL PIPE DRIVEN INTO GROUND JS2198_STAMPING: Y 858 1949 JS2198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JS2198 JS2198 HISTORY - Date Condition Report By JS2198 HISTORY - 1949 MONUMENTED CGS JS2198 HISTORY - 20040312 MARK NOT FOUND CADT JS2198 HISTORY - 20050504 MARK NOT FOUND CADWR JS2198 JS2198 STATION DESCRIPTION JS2198 JS2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 JS2198'6.2 MI W FROM CATLETT. JS2198'5.7 MILES WEST ALONG CATLETT ROAD FROM THE SACRAMENTO NORTHERN JS2198'RAILWAY CROSSING AT CATLETT, THENCE 0.5 MILE SOUTH ALONG GARDEN JS2198'HIGHWAY 5.0 MILES NORTHEAST OF KNIGHTS LANDING, ON THE EAST BANK JS2198'OF THE FEATHER RIVER, 59 1/2 FEET WEST OF THE CENTER LINE OF THE JS2198'HIGHWAY, 26.2 FEET NORTH OF A FENCE, 2.2 FEET WEST OF A WITNESS JS2198'POST, ABOUT 12 FEET LOWER THAN THE HIGHWAY, AND BRAZED ON THE JS2198'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE JS2198'GROUND. JS2198 JS2198 STATION RECOVERY (2004) JS2198 JS2198'RECOVERY NOTE BY CALTRANS 2004 (DWM) JS2198'MARK NOT FOUND. JS2198 JS2198 STATION RECOVERY (2005) JS2198 JS2198'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 JS2198'MARK NOT FOUND.