1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 JS4530 *********************************************************************** JS4530 DESIGNATION - BEND JS4530 PID - JS4530 JS4530 STATE/COUNTY- CA/SUTTER JS4530 USGS QUAD - KNIGHTS LANDING (1981) JS4530 JS4530 *CURRENT SURVEY CONTROL JS4530 ___________________________________________________________________ JS4530* NAD 83(1992)- 38 51 14.01409(N) 121 43 39.99403(W) ADJUSTED JS4530* NAVD 88 - 15.1 (meters) 50. (feet) VERTCON JS4530 ___________________________________________________________________ JS4530 EPOCH DATE - 1991.35 JS4530 LAPLACE CORR- 0.80 (seconds) DEFLEC99 JS4530 GEOID HEIGHT- -29.98 (meters) GEOID03 JS4530 JS4530 HORZ ORDER - SECOND JS4530 JS4530.The horizontal coordinates were established by classical geodetic methods JS4530.and adjusted by the National Geodetic Survey in March 1994. JS4530.The horizontal coordinates are valid at the epoch date displayed above. JS4530.The epoch date for horizontal control is a decimal equivalence JS4530.of Year/Month/Day. JS4530 JS4530.The NAVD 88 height was computed by applying the VERTCON shift value to JS4530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS4530 JS4530.The Laplace correction was computed from DEFLEC99 derived deflections. JS4530 JS4530.The geoid height was determined by GEOID03. JS4530 JS4530; North East Units Scale Factor Converg. JS4530;SPC CA 2 - 631,823.782 2,023,628.337 MT 0.99992274 +0 10 17.9 JS4530;SPC CA 2 - 2,072,908.52 6,639,187.30 sFT 0.99992274 +0 10 17.9 JS4530;UTM 10 - 4,301,332.049 610,392.256 MT 0.99975006 +0 47 53.5 JS4530 JS4530! - Elev Factor x Scale Factor = Combined Factor JS4530!SPC CA 2 - 1.00000233 x 0.99992274 = 0.99992507 JS4530!UTM 10 - 1.00000233 x 0.99975006 = 0.99975239 JS4530 JS4530: Primary Azimuth Mark Grid Az JS4530:SPC CA 2 - BEND AZ MK 085 18 11.5 JS4530:UTM 10 - BEND AZ MK 084 40 35.9 JS4530 JS4530|---------------------------------------------------------------------| JS4530| PID Reference Object Distance Geod. Az | JS4530| dddmmss.s | JS4530| JS4529 ROBBINS WATER TANK APPROX. 2.6 KM 0514535.6 | JS4530| DB4131 BEND AZ MK 0852829.4 | JS4530| DB4132 BEND RM 1 6.564 METERS 22200 | JS4530| DB4133 BEND RM 2 8.740 METERS 30323 | JS4530|---------------------------------------------------------------------| JS4530 JS4530 SUPERSEDED SURVEY CONTROL JS4530 JS4530 NAD 83(1986)- 38 51 14.00340(N) 121 43 39.99177(W) AD(1984.00) 2 JS4530 NAD 27 - 38 51 14.37645(N) 121 43 36.11937(W) AD( ) 2 JS4530 NGVD 29 (07/19/86) 14.4 (m) 47. (f) VERT ANG JS4530 JS4530.Superseded values are not recommended for survey control. JS4530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4530.See file dsdata.txt to determine how the superseded data were derived. JS4530 JS4530_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ1039201332(NAD 83) JS4530_MARKER: DD = SURVEY DISK JS4530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS4530_SP_SET: TOP OF SQUARE CONCRETE MONUMENT JS4530_MAGNETIC: N = NO MAGNETIC MATERIAL JS4530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS4530+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005 JS4530 JS4530 HISTORY - Date Condition Report By JS4530 HISTORY - 1974 MONUMENTED CADT JS4530 HISTORY - 20050629 GOOD CADWR JS4530 JS4530 STATION DESCRIPTION JS4530 JS4530'DESCRIBED BY CALTRANS 1974 (DRG) JS4530'STATION IS LOCATED 1.6 MI SOUTHWEST OF ROBBINS AND 3.8 MI NORTH OF JS4530'KNIGHTS LANDING ON THE SACRAMENTO RIVER LEVEE. JS4530' JS4530'TO REACH STATION FROM THE U.S. POST OFFICE IN ROBBINS, GO JS4530'WESTERLY ON DEL MONTE AVENUE 0.2 MILE TO STATE HIGHWAY 113, TURN JS4530'LEFT ON STATE HIGHWAY 113 AND GO SOUTHWESTERLY 0.55 MILE TO BUELL JS4530'ROAD ON RIGHT, TURN RIGHT ON BUELL ROAD AND GO WEST 0.4 MILE TO JS4530'KNIGHTS ROAD, TURN LEFT ON KNIGHTS ROAD AND GO SOUTH 0.55 MILE TO JS4530'DONAHUE ROAD, TURN RIGHT ON DONAHUE ROAD AND GO WEST 0.5 MILE TO JS4530'SACRAMENTO RIVER LEVEE, TURN LEFT ON LEVEE ROAD (CRANMORE RD.) JS4530'AND GO SOUTH 0.05 MILE TO TURNOUT AND STATION ON RIGHT. JS4530' JS4530'STATION MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED---BEND JS4530'1974---SET IN A 12-INCH CONCRETE CYLINDER 0.3 FOOT BELOW GROUND, JS4530'15.7 FEET EAST OF WOODEN CURB, 20.8 FEET SW OF CENTERLINE OF JS4530'CRANMORE ROAD, 26.5 FEET SE OF EAST METAL GATE POST. JS4530' JS4530'AN UNDERGROUND MARK IDENTICAL WITH SURFACE DISK WAS SET 3.5 JS4530'FEET BELOW GROUND. JS4530' JS4530'REFERENCE MARK 1 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED--- JS4530'BEND 1974 RM NO 1---SET IN 12-INCH CONCRETE CYLINDER PROJECTING JS4530'0.2 FOOT, 2.4 FEET WEST OF WOODEN CURB, 12.5 FEET EAST OF CENTER- JS4530'LINE OF LEVEE RAMP ROAD, 30.0 FEET SOUTH OF EAST METAL GATE POST, JS4530'42.0 FEET SW OF CENTERLINE OF CRANMORE ROAD AND 0.4 FOOT HIGHER JS4530'THAN STATION. JS4530' JS4530'REFERENCE MARK 2 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED--- JS4530'BEND 1974 RM NO 2---SET IN 12-INCH CONCRETE CYLINDER PROJECTING JS4530'0.3 FOOT, 3.2 FEET NORTH OF EAST METAL GATE POST, 4.0 FEET WEST JS4530'OF WOODEN CURB, 6.5 FEET EAST OF CENTERLINE OF LEVEE RAMP ROAD, JS4530'31.6 FEET SW OF CENTERLINE OF CRANMORE ROAD AND 0.5 FOOT HIGHER JS4530'THAN STATION. JS4530' JS4530'AZ MK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED---BEND 1974 AZM JS4530'MARK---SET IN 12-INCH CONCRETE CYLINDER PROJECTING 0.2 FOOT, 19.2 FEET JS4530'WEST OF CENTERLINE OF KNIGHTS ROAD, 12.4 FEET SOUTH OF POWER POLE AND JS4530'60.6 FEET NORTH OF CENTERLINE OF DONAHUE ROAD. JS4530' JS4530'TO REACH FROM THE STATION RETURN TO DONAHUE ROAD AND GO EAST 0.5 TO JS4530'KNIGHTS ROAD AND MARK ON LEFT. JS4530 JS4530 STATION RECOVERY (2005) JS4530 JS4530'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 JS4530'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KS2014 *********************************************************************** KS2014 FBN - This is a Federal Base Network Control Station. KS2014 DESIGNATION - HPGN CA 03 04 KS2014 PID - KS2014 KS2014 STATE/COUNTY- CA/SUTTER KS2014 USGS QUAD - MERIDIAN (1973) KS2014 KS2014 *CURRENT SURVEY CONTROL KS2014 ___________________________________________________________________ KS2014* NAD 83(1998)- 39 08 35.78772(N) 121 54 06.26764(W) ADJUSTED KS2014* NAVD 88 - 12.6 (meters) 41. (feet) GPS OBS KS2014 ___________________________________________________________________ KS2014 EPOCH DATE - 1998.50 KS2014 X - -2,617,635.603 (meters) COMP KS2014 Y - -4,205,122.636 (meters) COMP KS2014 Z - 4,004,655.140 (meters) COMP KS2014 LAPLACE CORR- 6.11 (seconds) DEFLEC99 KS2014 ELLIP HEIGHT- -16.69 (meters) (04/06/00) GPS OBS KS2014 GEOID HEIGHT- -29.26 (meters) GEOID03 KS2014 KS2014 HORZ ORDER - A KS2014 ELLP ORDER - THIRD CLASS I KS2014 KS2014.ITRF positions are available for this station. KS2014.The horizontal coordinates were established by GPS observations KS2014.and adjusted by the National Geodetic Survey in April 2000. KS2014.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KS2014.DATUM ITEM on the data sheet items page. KS2014.The horizontal coordinates are valid at the epoch date displayed above. KS2014.The epoch date for horizontal control is a decimal equivalence KS2014.of Year/Month/Day. KS2014 KS2014.The orthometric height was determined by GPS observations and a KS2014.high-resolution geoid model. KS2014 KS2014.The X, Y, and Z were computed from the position and the ellipsoidal ht. KS2014 KS2014.The Laplace correction was computed from DEFLEC99 derived deflections. KS2014 KS2014.The ellipsoidal height was determined by GPS observations KS2014.and is referenced to NAD 83. KS2014 KS2014.The geoid height was determined by GEOID03. KS2014 KS2014; North East Units Scale Factor Converg. KS2014;SPC CA 2 - 663,916.140 2,008,493.908 MT 0.99991519 +0 03 43.0 KS2014;SPC CA 2 - 2,178,198.20 6,589,533.76 sFT 0.99991519 +0 03 43.0 KS2014;UTM 10 - 4,333,250.338 594,909.274 MT 0.99971091 +0 41 36.0 KS2014 KS2014! - Elev Factor x Scale Factor = Combined Factor KS2014!SPC CA 2 - 1.00000262 x 0.99991519 = 0.99991781 KS2014!UTM 10 - 1.00000262 x 0.99971091 = 0.99971353 KS2014 KS2014 SUPERSEDED SURVEY CONTROL KS2014 KS2014 NAD 83(1986)- 39 08 35.77852(N) 121 54 06.25653(W) AD(1984.00) 1 KS2014 NAD 83(1992)- 39 08 35.78558(N) 121 54 06.26346(W) AD(1991.35) B KS2014 ELLIP H (05/15/92) -16.59 (m) GP(1991.35) 4 2 KS2014 KS2014.Superseded values are not recommended for survey control. KS2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS2014.See file dsdata.txt to determine how the superseded data were derived. KS2014 KS2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ9490933250(NAD 83) KS2014_MARKER: DD = SURVEY DISK KS2014_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) KS2014_SP_SET: ALUMINUM ALLOY ROD KS2014_STAMPING: HPGN-CALIF. STA.03-04 1991 KS2014_MARK LOGO: CADT KS2014_PROJECTION: FLUSH KS2014_MAGNETIC: N = NO MAGNETIC MATERIAL KS2014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS2014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS2014+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005 KS2014_ROD/PIPE-DEPTH: 7 meters KS2014 KS2014 HISTORY - Date Condition Report By KS2014 HISTORY - 1991 MONUMENTED CADT KS2014 HISTORY - 19910522 GOOD NGS KS2014 HISTORY - 19930806 GOOD CADT KS2014 HISTORY - 19940127 GOOD NGS KS2014 HISTORY - 19980506 GOOD NGS KS2014 HISTORY - 20050427 GOOD CADWR KS2014 KS2014 STATION DESCRIPTION KS2014 KS2014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 KS2014'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) EAST OF MERIDIAN ON STATE KS2014'HIGHWAY 20. KS2014'TO REACH THE STATION FROM THE POST OFFICE LOCATED AT THE INTERSECTION KS2014'OF STATE HIGHWAY 20 (CENTRAL STREET) AND THIRD STREET IN MERIDIAN, GO KS2014'EAST ON CENTRAL STREET FOR 0.7 MI (1.1 KM) TO THE STATION ON THE KS2014'RIGHT IN THE SOUTHEAST QUADRANT OF THE INTERSECTION. KS2014'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM KS2014'ACCESS COVER. LOCATED 145 FT (44.2 M) EAST-NORTHEAST OF A PALM TREE, KS2014'116 FT (35.4 M) SOUTH OF THE CENTERLINE OF HIGHWAY 20, 34.6 FT KS2014'(10.5 M) NORTHEAST OF A TELEPHONE POLE (NUMBER 18) AND 24.5 FT KS2014'(7.5 M) EAST OF A HIGHWAY SIGN STOP AHEAD. KS2014 KS2014 STATION RECOVERY (1993) KS2014 KS2014'RECOVERY NOTE BY CALTRANS 1993 KS2014'RECOVERED IN GOOD CONDITION. KS2014 KS2014 STATION RECOVERY (1994) KS2014 KS2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) KS2014'THE STATION IS LOCATED AT THE EAST EDGE OF MERIDIAN ALONG STATE KS2014'HIGHWAY 20. OWNERSHIP--CALIFORNIA DEPARTMENT OF TRANSPORTATION. TO KS2014'REACH FROM THE POST OFFICE LOCATED AT THE INTERSECTION OF CENTRAL KS2014'STREET AND THIRD STREET IN MERIDIAN, GO EAST ON CENTRAL STREET FOR 1.1 KS2014'KM (0.7 MI) TO THE INTERSECTION WITH STATE HIGHWAY 20 AND THE STATION KS2014'ON THE RIGHT IN THE SOUTHEAST QUADRANT OF THE INTERSECTION. STATION KS2014'MARK IS A CADT SURVEY DISK ATOP AN ALUMINUM ALLOY ROD ENCASED IN A KS2014'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND. KS2014'IT IS 35.4 M (116.1 FT) SOUTH OF, AND 0.5 M (1.6 FT) BELOW, THE CENTER KS2014'OF HWY 20, 17.0 M (55.8 FT) SOUTHEAST OF THE CENTER OF CENTRAL STREET, KS2014'44.2 M (145.0 FT) EAST-NORTHEAST OF A PALM TREE, 10.5 NORTHEAST OF A KS2014'UTILITY POLE (NUMBER 18), AND 7.5 M (24.6 FT) EAST OF A HIGHWAY SIGN KS2014'(STOP AHEAD). KS2014 KS2014 STATION RECOVERY (1998) KS2014 KS2014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) KS2014'THE STATION IS LOCATED ABOUT 20 KM (12.40 MI) WEST-NORTHWEST OF YUBA KS2014'CITY, 1.6 KM (1.00 MI) EAST OF MERIDIAN, IN THE SOUTHEAST ANGLE OF THE KS2014'JUNCTION OF STATE HIGHWAY 20 AND CENTRAL ST. OWNERSHIP--CALIFORNIA KS2014'DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE KS2014'COLUSA/SUTTER COUNTY LINE NEAR THE CENTER OF THE HIGHWAY 20 DRAW KS2014'BRIDGE OVER THE SACRAMENTO RIVER ON THE WEST EDGE OF MERIDIAN, GO EAST KS2014'FOR 1.36 KM (0.85 MI) ON HIGHWAY 20 TO THE JUNCTION OF CENTRAL ST. AND KS2014'THE STATION ON THE RIGHT NEAR THE NORTH EDGE OF A FIELD. THE STATION KS2014'IS THE TOP CENTER OF A 2.5-INCH ALUMINUM SURVEY DISK CEMENTED TO THE KS2014'TOP OF AN ALUMINUM ALLOY ROD RECESSED 10 CM BELOW GROUND, ENCASED IN A KS2014'5-INCH PVC PIPE WITH CADT LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH KS2014'GROUND. LOCATED 41.1 M (134.8 FT) EAST-NORTHEAST OF THE NORTHEAST KS2014'CORNER OF A CHAIN-LINK YARD FENCE, 36.8 M (120.7 FT) SOUTH OF THE KS2014'CENTER OF HIGHWAY, 15.9 M (52.2 FT) EAST-SOUTHEAST OF THE CENTER OF KS2014'STREET, 7.4 M (24.3 FT) EAST OF A 5-INCH HIGHWAY SIGNPOST WITH ARROW KS2014'AND ABOUT 0.4 M (1.3 FT) BELOW THE STREET LEVEL. KS2014 KS2014 STATION RECOVERY (2005) KS2014 KS2014'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 (DW) KS2014'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KS1838 *********************************************************************** KS1838 DESIGNATION - WALT KS1838 PID - KS1838 KS1838 STATE/COUNTY- CA/SUTTER KS1838 USGS QUAD - SUTTER (1973) KS1838 KS1838 *CURRENT SURVEY CONTROL KS1838 ___________________________________________________________________ KS1838* NAD 83(1992)- 39 08 32.40971(N) 121 38 38.15879(W) ADJUSTED KS1838* NAVD 88 - 17.7 (meters) 58. (feet) VERTCON KS1838 ___________________________________________________________________ KS1838 EPOCH DATE - 1991.35 KS1838 LAPLACE CORR- -1.14 (seconds) DEFLEC99 KS1838 GEOID HEIGHT- -29.18 (meters) GEOID03 KS1838 KS1838 HORZ ORDER - SECOND KS1838 KS1838.The horizontal coordinates were established by classical geodetic methods KS1838.and adjusted by the National Geodetic Survey in March 1994. KS1838.The horizontal coordinates are valid at the epoch date displayed above. KS1838.The epoch date for horizontal control is a decimal equivalence KS1838.of Year/Month/Day. KS1838 KS1838.The NAVD 88 height was computed by applying the VERTCON shift value to KS1838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS1838 KS1838.The Laplace correction was computed from DEFLEC99 derived deflections. KS1838 KS1838.The geoid height was determined by GEOID03. KS1838 KS1838; North East Units Scale Factor Converg. KS1838;SPC CA 2 - 663,867.684 2,030,780.220 MT 0.99991518 +0 13 28.2 KS1838;SPC CA 2 - 2,178,039.23 6,662,651.44 sFT 0.99991518 +0 13 28.2 KS1838;UTM 10 - 4,333,447.482 617,190.840 MT 0.99976910 +0 51 22.0 KS1838 KS1838! - Elev Factor x Scale Factor = Combined Factor KS1838!SPC CA 2 - 1.00000180 x 0.99991518 = 0.99991698 KS1838!UTM 10 - 1.00000180 x 0.99976910 = 0.99977090 KS1838 KS1838: Primary Azimuth Mark Grid Az KS1838:SPC CA 2 - LINC CADH 179 37 51.1 KS1838:UTM 10 - LINC CADH 178 59 57.3 KS1838 KS1838|---------------------------------------------------------------------| KS1838| PID Reference Object Distance Geod. Az | KS1838| dddmmss.s | KS1838| DB8530 WALT RM 1 7.306 METERS 11824 | KS1838| KS1824 LINC CADH APPROX. 3.3 KM 1795119.3 | KS1838| DB8531 WALT RM 2 16.773 METERS 21123 | KS1838|---------------------------------------------------------------------| KS1838 KS1838 SUPERSEDED SURVEY CONTROL KS1838 KS1838 NAD 83(1986)- 39 08 32.39566(N) 121 38 38.15221(W) AD(1984.00) 2 KS1838 NAD 27 - 39 08 32.78454(N) 121 38 34.26945(W) AD( ) 2 KS1838 NGVD 29 (07/19/86) 17.0 (m) 56. (f) VERT ANG KS1838 KS1838.Superseded values are not recommended for survey control. KS1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1838.See file dsdata.txt to determine how the superseded data were derived. KS1838 KS1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ1719133447(NAD 83) KS1838_MARKER: DD = SURVEY DISK KS1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1838_SP_SET: TOP OF SQUARE CONCRETE MONUMENT KS1838_MAGNETIC: N = NO MAGNETIC MATERIAL KS1838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1838+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005 KS1838 KS1838 HISTORY - Date Condition Report By KS1838 HISTORY - 1974 MONUMENTED CADT KS1838 HISTORY - 20050419 GOOD CADWR KS1838 KS1838 STATION DESCRIPTION KS1838 KS1838'DESCRIBED BY CALTRANS 1974 (DRG) KS1838'STATION IS LOCATED ABOUT 1.5 MILES WEST OF YUBA CITY AND ABOUT KS1838'6.0 MILES ESE OF SUTTER ON NE SIDE OF RAILROAD TRACK. KS1838' KS1838'TO REACH STATION FROM THE U.S. POST OFFICE IN YUBA CITY, GO NORTH KS1838'ON PLUMAS STREET 0.1 MILE TO COLUSA AVENUE (HIGHWAY 20), TURN KS1838'LEFT ON COLUSA AVENUE (HIGHWAY 20) AND GO WEST 1.5 MILES TO KS1838'SACRAMENTO NORTHERN RAILROAD AND STATION ON RIGHT. KS1838' KS1838'STATION MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED---WALT KS1838'1974---SET IN 12-INCH CONCRETE CYLINDER PROJECTING 0.6 FOOT, KS1838'25.0 FEET NNE OF CENTERLINE OF RAILROAD TRACK, 90.0 FEET SE OF KS1838'POWER POLE 2/12 APPROXIMATELY 200 FEET NORTH OF CENTERLINE OF HWY 20. KS1838' KS1838'AN UNDERGROUND MARK IDENTICAL WITH SURFACE DISK WAS SET 3.5 FEET KS1838'BELOW GROUND. KS1838' KS1838'REFERENCE MARK 1 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED--- KS1838'WALT 1974 RM NO 1---SET IN 12-INCH CONCRETE CYLINDER PROJECTING KS1838'0.4 FOOT, 24.0 FEET NNE OF CENTERLINE OF RAILROAD TRACK, SAME KS1838'ELEVATION AS STATION. KS1838' KS1838'REFERENCE MARK 2 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED--- KS1838'WALT 1974 RM NO 2---SET IN 12-INCH CONCRETE CYLINDER PROJECTING KS1838'0.3 FOOT, 12.5 FEET SE OF TELEPHONE POLE, 15.0 FEET SW OF CENTER- KS1838'LINE OF RAILROAD TRACK, 69.5 FEET NE OF NW CORNER OF BUILDING, KS1838'70.0 FEET NW OF NE CORNER BUILDING AND 0.6 FOOT HIGHER THAN STATION. KS1838 KS1838 STATION RECOVERY (2005) KS1838 KS1838'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 (RLJ) KS1838'RECOVERED IN GOOD CONDITION.