1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KS1851 *********************************************************************** KS1851 DESIGNATION - BARTNETT KS1851 PID - KS1851 KS1851 STATE/COUNTY- CA/COLUSA KS1851 USGS QUAD - GRIMES (1973) KS1851 KS1851 *CURRENT SURVEY CONTROL KS1851 ___________________________________________________________________ KS1851* NAD 83(1992)- 39 00 47.93490(N) 121 56 29.10470(W) ADJUSTED KS1851* NAVD 88 - 9. (meters) 30. (feet) SCALED KS1851 ___________________________________________________________________ KS1851 EPOCH DATE - 1991.35 KS1851 LAPLACE CORR- 5.00 (seconds) DEFLEC99 KS1851 GEOID HEIGHT- -29.76 (meters) GEOID03 KS1851 KS1851 HORZ ORDER - FIRST KS1851 KS1851.The horizontal coordinates were established by classical geodetic methods KS1851.and adjusted by the National Geodetic Survey in March 1994. KS1851.The horizontal coordinates are valid at the epoch date displayed above. KS1851.The epoch date for horizontal control is a decimal equivalence KS1851.of Year/Month/Day. KS1851 KS1851.The orthometric height was scaled from a topographic map. KS1851 KS1851.The Laplace correction was computed from DEFLEC99 derived deflections. KS1851 KS1851.The geoid height was determined by GEOID03. KS1851 KS1851; North East Units Scale Factor Converg. KS1851;SPC CA 2 - 649,486.743 2,005,073.370 MT 0.99991545 +0 02 13.0 KS1851;SPC CA 2 - 2,130,857.76 6,578,311.55 sFT 0.99991545 +0 02 13.0 KS1851;UTM 10 - 4,318,787.184 591,648.385 MT 0.99970342 +0 39 59.1 KS1851 KS1851! - Elev Factor x Scale Factor = Combined Factor KS1851!SPC CA 2 - 1.00000330 x 0.99991545 = 0.99991875 KS1851!UTM 10 - 1.00000330 x 0.99970342 = 0.99970672 KS1851 KS1851: Primary Azimuth Mark Grid Az KS1851:SPC CA 2 - BARTNETT AZ MK 266 24 14.6 KS1851:UTM 10 - BARTNETT AZ MK 265 46 28.5 KS1851 KS1851|---------------------------------------------------------------------| KS1851| PID Reference Object Distance Geod. Az | KS1851| dddmmss.s | KS1851| KS1848 EDDYS FERRY PG AND E RIV E MST APPROX. 8.7 KM 0453851.5 | KS1851| KS1847 EDDYS FERRY PG AND E RIV W MST APPROX. 8.5 KM 0463149.6 | KS1851| KS1846 WILKINS SLOUGH PGE WEST MAST APPROX. 9.9 KM 0891310.2 | KS1851| KS1845 WILKINS SLOUGH PGE EAST MAST APPROX.10.1 KM 0892329.2 | KS1851| DB6226 BARTNETT RM 1 22.293 METERS 13637 | KS1851| DB6227 BARTNETT RM 2 23.797 METERS 21418 | KS1851| JT0591 SAN FRAN SEATTLE AWY BCN 8B APPROX.14.8 KM 2422733.8 | KS1851| DB6225 BARTNETT AZ MK 2662627.6 | KS1851|---------------------------------------------------------------------| KS1851 KS1851 SUPERSEDED SURVEY CONTROL KS1851 KS1851 NAD 83(1986)- 39 00 47.92615(N) 121 56 29.09814(W) AD(1984.00) 1 KS1851 NAD 27 - 39 00 48.30200(N) 121 56 25.21300(W) AD( ) 1 KS1851 KS1851.Superseded values are not recommended for survey control. KS1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1851.See file dsdata.txt to determine how the superseded data were derived. KS1851 KS1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ9164818787(NAD 83) KS1851_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION KS1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1851 KS1851 HISTORY - Date Condition Report By KS1851 HISTORY - 1939 MONUMENTED CGS KS1851 HISTORY - 1958 SEE DESCRIPTION CGS KS1851 HISTORY - 20050512 MARK NOT FOUND CADWR KS1851 KS1851 STATION DESCRIPTION KS1851 KS1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) KS1851'ABOUT 6 MILES EAST OF ARBUCKLE, 5 MILES SOUTH-SOUTHWEST OF KS1851'GRIMES, IN SEC. 35, T. 14 N., R. 1 W., ON THE PROPERTY OF P.W. KS1851'BARTNETT. TO REACH FROM ARBUCKLE POST OFFICE, GO SOUTH ON KS1851'U.S. HIGHWAY 99W 0.45 MILE TO OILED ROAD LEADING EAST AT KS1851'SIGN COLLEGE CITY 3, TURN LEFT AND GO EAST 3.1 MILES TO KS1851'END OF OILED ROAD, CONTINUE ON GRADED DIRT ROAD 3 MILES TO KS1851'GROUP OF SMALL UNPAINTED BUILDINGS ON LEFT SIDE OF ROAD. KS1851'THE STATION IS NORTH OF THESE BUILDINGS ABOUT 190 FEET FROM KS1851'THE CENTER LINE OF ROAD AND ABOUT 15 FEET EAST OF THE KS1851'IRRIGATION DITCH. THE AZIMUTH MARK IS 38 FEET NORTH OF CENTER KS1851'LINE OF GRADED DIRT ROAD AND 5-1/2 FEET NORTH-NORTHEAST OF KS1851'FENCE CORNER. KS1851' KS1851'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD KS1851'BRONZE DISKS SET AS DESCRIBED IN NOTES 1A, 7A, 11A AND 11A KS1851'RESPECTIVELY. KS1851' KS1851'A 90-FOOT TOWER REQUIRED. KS1851 KS1851 STATION RECOVERY (1958) KS1851 KS1851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL) KS1851'A THOROUGH SEARCH WAS MADE FOR THE STATION AND THE REFERENCE KS1851'MARKS, BUT THEY COULD NOT BE FOUND. THE AREA IS HIGHLY KS1851'CULTIVATED AND THE STATION IS BELIEVED TO HAVE BEEN BURIED KS1851'OR KNOCKED OUT. KS1851 KS1851 STATION RECOVERY (2005) KS1851 KS1851'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 KS1851'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 KS1850 *********************************************************************** KS1850 DESIGNATION - GRIMES KS1850 PID - KS1850 KS1850 STATE/COUNTY- CA/COLUSA KS1850 USGS QUAD - GRIMES (1973) KS1850 KS1850 *CURRENT SURVEY CONTROL KS1850 ___________________________________________________________________ KS1850* NAD 83(1992)- 39 04 30.26629(N) 121 54 04.00364(W) ADJUSTED KS1850* NAVD 88 - 14. (meters) 46. (feet) SCALED KS1850 ___________________________________________________________________ KS1850 EPOCH DATE - 1991.35 KS1850 LAPLACE CORR- 5.61 (seconds) DEFLEC99 KS1850 GEOID HEIGHT- -29.47 (meters) GEOID03 KS1850 KS1850 HORZ ORDER - SECOND KS1850 KS1850.The horizontal coordinates were established by classical geodetic methods KS1850.and adjusted by the National Geodetic Survey in March 1994. KS1850.The horizontal coordinates are valid at the epoch date displayed above. KS1850.The epoch date for horizontal control is a decimal equivalence KS1850.of Year/Month/Day. KS1850 KS1850.The orthometric height was scaled from a topographic map. KS1850 KS1850.The Laplace correction was computed from DEFLEC99 derived deflections. KS1850 KS1850.The geoid height was determined by GEOID03. KS1850 KS1850; North East Units Scale Factor Converg. KS1850;SPC CA 2 - 656,345.406 2,008,556.510 MT 0.99991469 +0 03 44.4 KS1850;SPC CA 2 - 2,153,359.89 6,589,739.15 sFT 0.99991469 +0 03 44.4 KS1850;UTM 10 - 4,325,682.295 595,055.202 MT 0.99971125 +0 41 33.8 KS1850 KS1850! - Elev Factor x Scale Factor = Combined Factor KS1850!SPC CA 2 - 1.00000247 x 0.99991469 = 0.99991716 KS1850!UTM 10 - 1.00000247 x 0.99971125 = 0.99971372 KS1850 KS1850: Primary Azimuth Mark Grid Az KS1850:SPC CA 2 - GRIMES AZ MK RESET 226 29 59.8 KS1850:UTM 10 - GRIMES AZ MK RESET 225 52 10.4 KS1850 KS1850|---------------------------------------------------------------------| KS1850| PID Reference Object Distance Geod. Az | KS1850| dddmmss.s | KS1850| DB7846 GRIMES RM 1 27.421 METERS 07257 | KS1850| DB7845 GRIMES AZ MK RESET 2263344.2 | KS1850| DB7844 GRIMES AZ MK 2764402.1 | KS1850| DB7847 GRIMES RM 2 27.755 METERS 31211 | KS1850|---------------------------------------------------------------------| KS1850 KS1850 SUPERSEDED SURVEY CONTROL KS1850 KS1850 NAD 83(1986)- 39 04 30.25701(N) 121 54 03.99750(W) AD(1984.00) 2 KS1850 NAD 27 - 39 04 30.64000(N) 121 54 00.11400(W) AD( ) 2 KS1850 KS1850.Superseded values are not recommended for survey control. KS1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1850.See file dsdata.txt to determine how the superseded data were derived. KS1850 KS1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ9505525682(NAD 83) KS1850_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION KS1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1850 KS1850 HISTORY - Date Condition Report By KS1850 HISTORY - 1939 MONUMENTED CGS KS1850 HISTORY - 1960 SEE DESCRIPTION CADH KS1850 HISTORY - 1960 SEE DESCRIPTION CGS KS1850 HISTORY - 20050512 MARK NOT FOUND CADWR KS1850 KS1850 STATION DESCRIPTION KS1850 KS1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) KS1850'ABOUT 0.2 MILE NORTHWEST OF RAILROAD DEPOT AT GRIMES, ABOUT KS1850'100 FEET WEST OF THE RAILROAD TRACKS, ABOUT 100 YARDS KS1850'NORTH-NORTHWEST OF THE STOCK CORRALS. TO REACH FROM DEPOT KS1850'AT GRIMES, FOLLOW ROAD NORTHWARD ALONG EAST SIDE OF TRACKS 0.25 KS1850'MILE, TURN LEFT AND CROSS RAILROAD TRACKS (CLOSE TO AND ON KS1850'SOUTH SIDE OF WATER TANK), TURN LEFT AND CONTINUE ON WEST SIDE KS1850'OF RAILROAD TRACKS 0.1 MILE TO STATION. AZIMUTH MARK IS 0.85 KS1850'MILE FROM THE RAILROAD DEPOT. REACHED BY GOING SOUTHEAST FROM KS1850'THE DEPOT TO STATE HIGHWAY 45 AND THEN ALONG THIS HIGHWAY KS1850'WEST AND NORTH TOWARDS COLUSA. THE MARK IS 36 FEET WEST OF KS1850'CENTER LINE OF STATE HIGHWAY 45 AND 25 FEET NORTH OF CENTER KS1850'LINE OF A GRADED GRAVEL ROAD WHICH MAKES A T WITH HIGHWAY KS1850'45, AND 1-1/2 FEET EAST OF A LONE OAK TREE, FLUSH WITH KS1850'GROUND. KS1850' KS1850'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD KS1850'BRONZE DISKS SET AS DESCRIBED IN NOTES 1A, 7A, 11A AND 11A, KS1850'RESPECTIVELY. KS1850' KS1850'A 77-FOOT TOWER REQUIRED. KS1850 KS1850 STATION RECOVERY (1960) KS1850 KS1850'RECOVERY NOTE BY CA DIV OF HIGHWAYS 1960 (JCT) KS1850'STATION MARK WAS RECOVERED IN GOOD CONDITION. KS1850' KS1850'REFERENCE MARKS WERE NOT RECOVERED. KS1850' KS1850'AZIMUTH MARK WAS FOUND IN GOOD CONDITION. KS1850 KS1850 STATION RECOVERY (1960) KS1850 KS1850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (IRR) KS1850'THE FOLLOWING INFORMATION WAS RECEIVED FROM THE CALIFORNIA KS1850'DIVISION OF HIGHWAYS IN A LETTER DATED AUGUST 4, 1960-- KS1850' KS1850'ROAD IMPROVEMENTS WOULD HAVE DISTURBED THE GRIMES 1939 AZIMUTH KS1850'MARK SO IN APRIL 1960 IT WAS RESET IN A NEW LOCATION BY THE KS1850'CALIFORNIA DIVISION OF HIGHWAYS USING A CALIFORNIA DIVISION KS1850'OF HIGHWAYS STANDARD DISK. KS1850' KS1850'TO REACH THIS POINT FROM GRIMES DEPOT - GO SOUTH ABOUT 0.1 KS1850'MILE TO HIGHWAY - THENCE WESTERLY ABOUT 0.2 MILE TO GRIMES KS1850'BUSINESS DISTRICT. TURN NORTH AT OLD BANK BUILDING AND GO KS1850'APPROXIMATELY 0.4 MILE NORTH ALONG LEVEE. AZIMUTH MARK ON KS1850'TOP OF LEVEE AT THIS POINT. APPROXIMATELY 3.0 FEET WEST OF KS1850'2X3-FOOT LEVEE DIST. NO TRESPASSING SIGN. KS1850' KS1850'FIELD ANGLE FROM OLD AZM. MK. TO NEW AZM. MK.--122 DEG 38 MIN KS1850'27 SEC KS1850 KS1850 STATION RECOVERY (2005) KS1850 KS1850'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 KS1850'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 JS4589 *********************************************************************** JS4589 HT_MOD - This is a Height Modernization Survey Station. JS4589 DESIGNATION - JIMENO RESET JS4589 PID - JS4589 JS4589 STATE/COUNTY- CA/COLUSA JS4589 USGS QUAD - KIRKVILLE (1973) JS4589 JS4589 *CURRENT SURVEY CONTROL JS4589 ___________________________________________________________________ JS4589* NAD 83(1998)- 38 55 39.58501(N) 121 50 35.65478(W) ADJUSTED JS4589* NAVD 88 - 11.21 (meters) 36.8 (feet) GPS OBS JS4589 ___________________________________________________________________ JS4589 EPOCH DATE - 1999.51 JS4589 X - -2,621,293.237 (meters) COMP JS4589 Y - -4,220,598.167 (meters) COMP JS4589 Z - 3,986,061.182 (meters) COMP JS4589 LAPLACE CORR- 3.65 (seconds) DEFLEC99 JS4589 ELLIP HEIGHT- -18.71 (meters) (05/12/00) GPS OBS JS4589 GEOID HEIGHT- -29.81 (meters) GEOID03 JS4589 JS4589 HORZ ORDER - FIRST JS4589 ELLP ORDER - FOURTH CLASS I JS4589 JS4589.The horizontal coordinates were established by GPS observations JS4589.and adjusted by the National Geodetic Survey in May 2000. JS4589.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS4589.DATUM ITEM on the data sheet items page. JS4589.The horizontal coordinates are valid at the epoch date displayed above. JS4589.The epoch date for horizontal control is a decimal equivalence JS4589.of Year/Month/Day. JS4589 JS4589.The orthometric height was determined by GPS observations and a JS4589.high-resolution geoid model using precise GPS observation and JS4589.processing techniques. JS4589 JS4589.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS4589 JS4589.The Laplace correction was computed from DEFLEC99 derived deflections. JS4589 JS4589.The ellipsoidal height was determined by GPS observations JS4589.and is referenced to NAD 83. JS4589 JS4589.The geoid height was determined by GEOID03. JS4589 JS4589; North East Units Scale Factor Converg. JS4589;SPC CA 2 - 639,988.890 2,013,592.478 MT 0.99991841 +0 05 55.8 JS4589;SPC CA 2 - 2,099,696.88 6,606,261.32 sFT 0.99991841 +0 05 55.8 JS4589;UTM 10 - 4,309,385.307 600,269.460 MT 0.99972380 +0 43 36.8 JS4589 JS4589! - Elev Factor x Scale Factor = Combined Factor JS4589!SPC CA 2 - 1.00000294 x 0.99991841 = 0.99992135 JS4589!UTM 10 - 1.00000294 x 0.99972380 = 0.99972673 JS4589 JS4589: Primary Azimuth Mark Grid Az JS4589:SPC CA 2 - JIMENO AZ MK 183 49 53.8 JS4589:UTM 10 - JIMENO AZ MK 183 12 12.8 JS4589 JS4589|---------------------------------------------------------------------| JS4589| PID Reference Object Distance Geod. Az | JS4589| dddmmss.s | JS4589| JS4529 ROBBINS WATER TANK APPROX.13.7 KM 1183443.5 | JS4589| DB3816 JIMENO AZ MK 1835549.6 | JS4589| DB3817 JIMENO RM 1 32.495 METERS 19233 | JS4589| DB3818 JIMENO RM 2 39.278 METERS 27029 | JS4589| DB3819 JIMENO RM 3 44.513 METERS 27758 | JS4589| AI5047 JIMENO RM 4 10.028 METERS 32810 | JS4589|---------------------------------------------------------------------| JS4589 JS4589 SUPERSEDED SURVEY CONTROL JS4589 JS4589 NAD 83(1992)- 38 55 39.58110(N) 121 50 35.65175(W) AD(1991.35) 2 JS4589 NAD 83(1992)- 38 55 39.58262(N) 121 50 35.65114(W) AD(1991.35) 2 JS4589 ELLIP H (12/15/92) -18.65 (m) GP(1991.35) 4 2 JS4589 NAD 83(1986)- 38 55 39.57077(N) 121 50 35.64633(W) AD(1984.00) 1 JS4589 NAD 27 - 38 55 39.93800(N) 121 50 31.76700(W) AD( ) 1 JS4589 NGVD 29 (07/19/86) 10.6 (m) 35. (f) VERT ANG JS4589 JS4589.Superseded values are not recommended for survey control. JS4589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4589.See file dsdata.txt to determine how the superseded data were derived. JS4589 JS4589_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ0026909385(NAD 83) JS4589_MARKER: DS = TRIANGULATION STATION DISK JS4589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS4589_SP_SET: CONCRETE POST JS4589_STAMPING: JIMENO 1939 1963 JS4589_MARK LOGO: CGS JS4589_MAGNETIC: O = OTHER; SEE DESCRIPTION JS4589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS4589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS4589+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005 JS4589 JS4589 HISTORY - Date Condition Report By JS4589 HISTORY - 1963 MONUMENTED CGS JS4589 HISTORY - 1963 GOOD CGS JS4589 HISTORY - 1971 GOOD NGS JS4589 HISTORY - 1975 GOOD CADT JS4589 HISTORY - 19920519 GOOD NOS JS4589 HISTORY - 20050428 MARK NOT FOUND CADWR JS4589 HISTORY - 20050629 GOOD CADWR JS4589 JS4589 STATION DESCRIPTION JS4589 JS4589'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (IRR) JS4589'THE SURFACE-STATION MARK AND THE REFERENCE MARKS WERE FOUND TO JS4589'HAVE BEEN GRADED OUT OF THE GROUND BUT THE UNDERGROUND-STATION JS4589'MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION. A JS4589'NEW SURFACE-STATION MARK AND TWO NEW REFERENCE MARKS WERE SET ON JS4589'THIS DATE. JS4589' JS4589'THE STATION IS LOCATED ON THE EAST SIDE OF THE GRIMES-KNIGHTS JS4589'LANDING ROAD, 0.2 MILE NORTH OF THE COLUSA-YOLO COUNTY LINE, JS4589'AIRLINE ABOUT 10 MILES NORTHWEST OF KNIGHTS LANDING, 10 MILES JS4589'SOUTH-SOUTHEAST OF GRIMES, AND 7 MILES EAST-NORTHEAST OF DUNNIGAN, JS4589'AT THE NORTHWEST CORNER OF A CULTIVATED FIELD, AND AT THE SOUTH JS4589'TOE OF A 4-FOOT HIGH BANK AND ROAD ON THE SOUTH SIDE OF A SMALL JS4589'CANAL. JS4589' JS4589'TO REACH THE STATION FROM THE POST OFFICE AT GRIMES GO SOUTHEAST JS4589'AND SOUTH ON THE GRIMES-KNIGHTS LANDING ROAD 12.6 MILES TO A JS4589'SMALL CANAL CROSSING UNDER THE ROAD AND THE STATION ON THE LEFT. JS4589' JS4589'THE UNDERGROUND-STATION MARK IS A COAST AND GEODETIC SURVEY JS4589'TRIANGULATION STATION DISK STAMPED JIMENO 1939 SET IN THE TOP JS4589'OF A BLOCK OF CONCRETE 3 FEET BELOW THE SURFACE OF THE GROUND. JS4589' JS4589'THE SURFACE-STATION MARK IS A COAST AND GEODETIC SURVEY JS4589'TRIANGULATION STATION DISK STAMPED JIMENO 1939 1963 SET IN THE JS4589'TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 1 INCH ABOVE JS4589'THE SURFACE OF THE GROUND. IT IS 127.3 FEET EAST OF POWERLINE JS4589'POLE 22/9, 99.0 FEET EAST OF THE CENTERLINE OF THE GRIMES-KNIGHTS JS4589'LANDING ROAD, 36.0 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF JS4589'THE EAST CONCRETE STRUCTURE OF A SIPHON FOR A CANAL CROSSING JS4589'UNDER THE ROAD, 17 FEET SOUTH OF THE CENTERLINE OF A FARM JS4589'ROAD, AND 2.5 FEET WEST OF A METAL WITNESS POST. JS4589' JS4589'REFERENCE MARK NUMBER 3 IS A COAST AND GEODETIC SURVEY REFERENCE JS4589'MARK DISK STAMPED JIMENO NO 3 1939 1963 CEMENTED IN A DRILL JS4589'HOLE IN THE TOP OF THE WEST CONCRETE STRUCTURE OF THE CANAL JS4589'SIPHON. IT IS 45.3 FEET WEST OF THE CENTERLINE OF THE ROAD, 26.7 JS4589'FEET NORTHWEST OF POWERLINE POLE 22/9, 0.9 FOOT WEST OF THE JS4589'SOUTHEAST CORNER OF THE STRUCTURE, AND ABOUT 4 FEET HIGHER THAN JS4589'THE STATION MARK. JS4589' JS4589'REFERENCE MARK NUMBER 4 IS A COAST AND GEODETIC SURVEY JS4589'REFERENCE MARK DISK STAMPED JIMENO NO 4 1939 1963 CEMENTED IN JS4589'A DRILL HOLE IN THE TOP OF THE EAST CONCRETE STRUCTURE OF THE JS4589'CANAL SIPHON. IT IS 82.0 FEET EAST OF THE CENTERLINE OF JS4589'THE ROAD, 6.0 FEET EAST OF THE SOUTHWEST CORNER OF THE STRUCTURE, JS4589'AND ABOUT 4 FEET HIGHER THAN THE STATION MARK. JS4589' JS4589'THE AZIMUTH MARK IS A COAST AND GEODETIC SURVEY AZIMUTH MARK JS4589'DISK STAMPED JIMENO 1939 SET IN THE TOP OF A 10-INCH SQUARE JS4589'CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND. IT IS JS4589'31 FEET WEST OF THE CENTERLINE OF THE GRIMES-KNIGHTS LANDING JS4589'ROAD, 3.0 FEET SOUTHEAST OF POWERLINE POLE 22/16, AND 1.3 FEET JS4589'NORTH OF A METAL WITNESS POST. TO REACH THE MARK FROM THE JS4589'STATION GO SOUTH ON THE GRIMES-KNIGHTS LANDING ROAD 0.35 MILE JS4589'TO THE MARK ON THE RIGHT. JS4589 JS4589 STATION RECOVERY (1963) JS4589 JS4589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 JS4589'RECOVERED IN GOOD CONDITION. JS4589 JS4589 STATION RECOVERY (1971) JS4589 JS4589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS) JS4589'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS 3 AND 4 WERE JS4589'RECOVERED IN GOOD CONDITION AND THE PREVIOUS DESCRIPTIONS ARE JS4589'ADEQUATE. JS4589' JS4589'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES JS4589'EAST-NORTHEAST OF DUNNIGAN JS4589 JS4589 STATION RECOVERY (1975) JS4589 JS4589'RECOVERY NOTE BY CALTRANS 1975 (DRG) JS4589'THE STATION, RM 3 AND 4, AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION JS4589'AS DESCRIBED BY I.R.R. IN 1963. A NEW DESCRIPTION FOLLOWS. JS4589' JS4589'STATION IS LOCATED ABOUT 7.5 MILES NE OF DUNNIGAN, 8.5 MILES NW OF JS4589'ROBBINS, 11.2 MILES NW OF KNIGHTS LANDING ON THE EAST SIDE OF HWY. 45. JS4589' JS4589'TO REACH STATION FROM THE U.S. POSTOFFICE IN GRIMES, GO SOUTH ON JS4589'STATE HWY. 45 (GRIMES-KNIGHTS LANDING ROAD) 12.1 MILES TO A SMALL JS4589'CANAL AND STATION ON THE LEFT. JS4589' JS4589'STATION MARK IS A STANDARD DISK STAMPED---JIMENO 1939 1963---SET IN A JS4589'12-INCH CONCRETE CYLINDER 0.8 FOOT BELOW GROUND AT SOUTH TOE OF CANAL JS4589'BANK, 2.3 FEET WEST OF METAL WITNESS POST, 30.7 FEET SOUTH OF JS4589'CENTERLINE OF SMALL CANAL, 101.5 FEET EAST OF CENTERLINE OF HWY. 45. JS4589' JS4589'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---JIMENO NO 3 1939 1963--- JS4589'SET IN DRILL HOLE AT SE CORNER OF WEST HEADWALL, 28.4 FEET NW OF POWER JS4589'POLE 22/9, 43.5 FEET WEST OF CENTERLINE OF HWY 45 AND 3.5 FEET HIGHER JS4589'THAN THE STATION. JS4589' JS4589'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---JIMENO NO 4 1939 1963--- JS4589'SET IN DRILL HOLE ON TOP OF SE COR OF EAST HEADWALL, 84.1 FEET EAST OF JS4589'CENTERLINE OF HWY 45 AND 3.5 FEET HIGHER THAN THE STATION. JS4589' JS4589'AZIMUTH MARK IS A STANDARD DISK STAMPED---JIMENO 1939---SET IN 10-INCH JS4589'SQUARE CONCRETE POST 0.7 FOOT BELOW GROUND, 1.3 FEET NORTH OF METAL JS4589'WITNESS POST, 3.0 FEET SSE OF POWER POLE 22/15, 32.0 FEET WEST OF JS4589'CENTERLINE OF HWY. 45. JS4589' JS4589'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH ON HWY. 45, 0.35 MILE TO JS4589'MARK ON RIGHT. JS4589 JS4589 STATION RECOVERY (1992) JS4589 JS4589'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 JS4589'RECOVERED IN GOOD CONDITION. JS4589 JS4589 STATION RECOVERY (2005) JS4589 JS4589'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 JS4589'JIMENO RM4 RECOVERED JS4589 JS4589 STATION RECOVERY (2005) JS4589 JS4589'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 JS4589'RECOVERED IN GOOD CONDITION.