1 National Geodetic Survey, Retrieval Date = JANUARY 3, 2005 JT2832 *********************************************************************** JT2832 DESIGNATION - BODEGA HEAD RESET JT2832 PID - JT2832 JT2832 STATE/COUNTY- CA/SONOMA JT2832 USGS QUAD - BODEGA HEAD (1972) JT2832 JT2832 *CURRENT SURVEY CONTROL JT2832 ___________________________________________________________________ JT2832* NAD 83(1992)- 38 18 28.00500(N) 123 03 48.21174(W) ADJUSTED JT2832* NAVD 88 - 73.7 (meters) 242. (feet) VERTCON JT2832 ___________________________________________________________________ JT2832 EPOCH DATE - 1991.35 JT2832 LAPLACE CORR- 7.07 (seconds) DEFLEC99 JT2832 GEOID HEIGHT- -32.16 (meters) GEOID03 JT2832 JT2832 HORZ ORDER - FIRST JT2832 JT2832.The horizontal coordinates were established by classical geodetic methods JT2832.and adjusted by the National Geodetic Survey in March 1994. JT2832.The horizontal coordinates are valid at the epoch date displayed above. JT2832.The epoch date for horizontal control is a decimal equivalence JT2832.of Year/Month/Day. JT2832 JT2832.The NAVD 88 height was computed by applying the VERTCON shift value to JT2832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JT2832 JT2832.The Laplace correction was computed from DEFLEC99 derived deflections. JT2832 JT2832.The geoid height was determined by GEOID03. JT2832 JT2832; North East Units Scale Factor Converg. JT2832;SPC CA 2 - 571,712.460 1,906,992.932 MT 1.00000589 -0 40 13.6 JT2832;SPC CA 2 - 1,875,693.30 6,256,525.98 sFT 1.00000589 -0 40 13.6 JT2832;SPC CA 3 - 703,704.864 1,775,828.546 MT 0.99997630 -1 34 09.8 JT2832;SPC CA 3 - 2,308,738.37 5,826,197.49 sFT 0.99997630 -1 34 09.8 JT2832;UTM 10 - 4,239,966.555 494,457.680 MT 0.99960038 -0 02 21.5 JT2832 JT2832! - Elev Factor x Scale Factor = Combined Factor JT2832!SPC CA 2 - 0.99999348 x 1.00000589 = 0.99999937 JT2832!SPC CA 3 - 0.99999348 x 0.99997630 = 0.99996978 JT2832!UTM 10 - 0.99999348 x 0.99960038 = 0.99959386 JT2832 JT2832: Primary Azimuth Mark Grid Az JT2832:SPC CA 2 - GAFFNEY RESET 028 08 05.6 JT2832:SPC CA 3 - GAFFNEY RESET 029 02 01.8 JT2832:UTM 10 - GAFFNEY RESET 027 30 13.5 JT2832 JT2832|---------------------------------------------------------------------| JT2832| PID Reference Object Distance Geod. Az | JT2832| dddmmss.s | JT2832| JT2820 GAFFNEY RESET APPROX. 1.4 KM 0272752.0 | JT2832| DB4183 BODEGA HEAD 2 RM 3 35.713 METERS 06338 | JT2832| DB4182 BODEGA HEAD 2 RM 2 18.382 METERS 13453 | JT2832| JT2831 BODEGA HEAD 2 1.649 METERS 20222 | JT2832|---------------------------------------------------------------------| JT2832 JT2832 SUPERSEDED SURVEY CONTROL JT2832 JT2832 NAD 83(1986)- 38 18 27.99451(N) 123 03 48.20813(W) AD(1984.00) 1 JT2832 NAD 27 - 38 18 28.29851(N) 123 03 44.19672(W) AD( ) 1 JT2832 NGVD 29 (07/19/86) 72.9 (m) 239. (f) VERT ANG JT2832 JT2832.Superseded values are not recommended for survey control. JT2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT2832.See file dsdata.txt to determine how the superseded data were derived. JT2832 JT2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH9445839967(NAD 83) JT2832 JT2832 HISTORY - Date Condition Report By JT2832 HISTORY - 1856 MONUMENTED COASUR JT2832 HISTORY - 1929 GOOD CGS JT2832 HISTORY - 1964 GOOD CGS JT2832 HISTORY - 1969 GOOD CGS JT2832 JT2832 STATION DESCRIPTION JT2832 JT2832'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 JT2832'RECOVERED IN GOOD CONDITION. JT2832 JT2832 STATION RECOVERY (1964) JT2832 JT2832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FN) JT2832'RECOVERED IN GOOD CONDITION AS DESCRIBED BY W.H.B. IN 1952. JT2832'LOCATED ON BODEGA HEAD, ABOUT 3/4 MILE NORTHWEST OF THE SOUTHERNMOST JT2832'TIP OF THE HEAD, ON THE HIGHEST POINT OF A BARE HILL. JT2832' JT2832'THE STATION IS A CROSS CUT ON THE TOP OF A 1/2 INCH BRASS PLUG JT2832'THAT IS IMBEDDED IN SMOOTH, WHITE BOULDER (OR A COARSE, WHITE JT2832'CONCRETE MONUMENT), FLUSH WITH THE SURFACE OF THE GROUND. JT2832' JT2832'A TRAVERSE CONNECTION WAS MADE WITH STATION BODEGA HEAD 2, 1906. JT2832 JT2832 STATION RECOVERY (1969) JT2832 JT2832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GRS) JT2832'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION. JT2832'THE REFERENCE MARKS FOR TRIANGULATION STATION BODEGA HEAD 2 JT2832'1906 1929 WERE USED AS REFERENCE MARKS FOR THIS STATION. JT2832' JT2832'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS. JT2832' JT2832'THE STATION IS LOCATED ON A LOW HILL JUST EAST OF THE SHORE LINE JT2832'ABOUT 24 AIRLINE MILES NORTHWEST OF PETALUMA, ABOUT 21 AIRLINE JT2832'MILES WEST-NORTHWEST OF SANTA ROSA AND ABOUT 2 AIRLINE MILES JT2832'SOUTHWEST OF THE VILLAGE OF BODEGA BAY. JT2832' JT2832'TO REACH THE STATION FROM THE POST OFFICE IN BODEGA BAY, GO JT2832'NORTHERLY ON STATE HIGHWAY 1 FOR 0.2 MILE TO A SIDE ROAD LEFT. TURN JT2832'LEFT AND GO NORTHWEST, WEST AND SOUTHERLY ON BAY FLAT ROAD FOR 2.5 JT2832'MILES TO A PAVED ROAD RIGHT AT SIGN BODEGA MARINE LABORATORY. JT2832'TURN RIGHT AND GO WESTERLY ON THE PAVED ROAD FOR 0.15 MILE TO A JT2832'SIDE TRACK ROAD LEFT. TURN LEFT, PASS THROUGH A CABLE GATE AND JT2832'GO SOUTHERLY UPHILL ON THE TRACK ROAD FOR 0.45 MILE TO A FENCE JT2832'LINE AND A GATE. PASS THROUGH THE GATE AND GO SOUTHEAST ON A JT2832'DIM TRACK ROAD FOR 0.1 MILE TO THE HIGHEST POINT OF THE HILL JT2832'AND THE STATION. JT2832' JT2832'THE STATION IS A CHISELED CROSS IN THE TOP OF A BRASS PEG WHICH IS JT2832'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE. THE MARK IS JT2832'FLUSH WITH THE SURFACE AND THERE IS NO STAMPING ON THE BRASS PEG. JT2832' JT2832'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED BODEGA HEAD 2 NO JT2832'2 1906 1929, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH JT2832'PROJECTS 2-INCHES. JT2832' JT2832'REFERENCE MARK NO 3 IS A STANDARD DISK STAMPED BODEGA HEAD 2 NO 3 JT2832'1906 1969, CEMENTED IN A DRILL HOLE IN THE WEST EDGE OF A BOULDER JT2832'WHICH PROJECTS 2 FEET. JT2832' JT2832'BODEGA HEAD 2 1906 1929 IS A STANDARD DISK STAMPED BODEGA HEAD JT2832'2 1906 1929, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS JT2832'FLUSH WITH THE SURFACE. JT2832' JT2832'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET. JT2832' JT2832'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES JT2832'SOUTHWEST OF BODEGA BAY 1 National Geodetic Survey, Retrieval Date = JANUARY 3, 2005 JT2751 *********************************************************************** JT2751 DESIGNATION - HENRY HILL RESET JT2751 PID - JT2751 JT2751 STATE/COUNTY- CA/SONOMA JT2751 USGS QUAD - FORT ROSS (1978) JT2751 JT2751 *CURRENT SURVEY CONTROL JT2751 ___________________________________________________________________ JT2751* NAD 83(1992)- 38 32 46.22540(N) 123 14 30.27120(W) ADJUSTED JT2751* NAVD 88 - 482.0 (meters) 1581. (feet) VERTCON JT2751 ___________________________________________________________________ JT2751 EPOCH DATE - 1991.35 JT2751 LAPLACE CORR- 8.60 (seconds) DEFLEC99 JT2751 GEOID HEIGHT- -31.73 (meters) GEOID03 JT2751 JT2751 HORZ ORDER - FIRST JT2751 JT2751.The horizontal coordinates were established by classical geodetic methods JT2751.and adjusted by the National Geodetic Survey in March 1994. JT2751.The horizontal coordinates are valid at the epoch date displayed above. JT2751.The epoch date for horizontal control is a decimal equivalence JT2751.of Year/Month/Day. JT2751 JT2751.The NAVD 88 height was computed by applying the VERTCON shift value to JT2751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JT2751 JT2751.The Laplace correction was computed from DEFLEC99 derived deflections. JT2751 JT2751.The geoid height was determined by GEOID03. JT2751 JT2751; North East Units Scale Factor Converg. JT2751;SPC CA 2 - 598,370.201 1,891,756.452 MT 0.99995855 -0 46 58.4 JT2751;SPC CA 2 - 1,963,152.90 6,206,537.63 sFT 0.99995855 -0 46 58.4 JT2751;UTM 10 - 4,266,444.648 478,934.061 MT 0.99960546 -0 09 02.3 JT2751 JT2751! - Elev Factor x Scale Factor = Combined Factor JT2751!SPC CA 2 - 0.99992936 x 0.99995855 = 0.99988791 JT2751!UTM 10 - 0.99992936 x 0.99960546 = 0.99953485 JT2751 JT2751: Primary Azimuth Mark Grid Az JT2751:SPC CA 2 - TABLE MOUNT 2 RESET 028 21 05.1 JT2751:UTM 10 - TABLE MOUNT 2 RESET 027 43 09.0 JT2751 JT2751|---------------------------------------------------------------------| JT2751| PID Reference Object Distance Geod. Az | JT2751| dddmmss.s | JT2751| JT2750 TABLE MOUNT 2 RESET APPROX. 6.1 KM 0273406.7 | JT2751| DB3758 HENRY HILL RM 1 17.021 METERS 12600 | JT2751| DB3759 HENRY HILL RM 2 22.494 METERS 19012 | JT2751|---------------------------------------------------------------------| JT2751 JT2751 SUPERSEDED SURVEY CONTROL JT2751 JT2751 NAD 83(1986)- 38 32 46.22537(N) 123 14 30.28435(W) AD(1984.00) 1 JT2751 NAD 27 - 38 32 46.54275(N) 123 14 26.25789(W) AD( ) 1 JT2751 NGVD 29 (07/19/86) 481.1 (m) 1578. (f) VERT ANG JT2751 JT2751.Superseded values are not recommended for survey control. JT2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT2751.See file dsdata.txt to determine how the superseded data were derived. JT2751 JT2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH7893466445(NAD 83) JT2751_MARKER: DS = TRIANGULATION STATION DISK JT2751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JT2751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JT2751+STABILITY: SURFACE MOTION JT2751 JT2751 HISTORY - Date Condition Report By JT2751 HISTORY - 1876 MONUMENTED COASUR JT2751 HISTORY - 1969 SEE DESCRIPTION CGS JT2751 HISTORY - 1909 GOOD CGS JT2751 JT2751 STATION DESCRIPTION JT2751 JT2751'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA) JT2751'THE SUB-SURFACE STATION MARK AND REDWOOD POST WERE RECOVERED AS JT2751'DESCRIBED IN THE 1906 RECOVERY NOTE. THE SUB-SURFACE MARK, A DRILL JT2751'HOLE IN A ROCK, WAS LEFT AS FOUND AND A CONCRETE SURFACE MARK WAS JT2751'SET AT THIS TIME. REFERENCE MARKS 1 AND 2 WERE ALSO ESTABLISHED JT2751'AT THIS TIME. A NEW DESCRIPTION FOLLOWS. JT2751' JT2751'THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTH OF FORT ROSS, 3/4 JT2751'MILE WEST OF SEAVIEW AND ON A DIRT MOUND ON TOP OF A TIMBERED JT2751'COVERED RIDGE. JT2751' JT2751'TO REACH THE STATION FROM THE POST OFFICE IN JENNER, GO NORTHWEST JT2751'ON STATE HIGHWAY 1 FOR 11.4 MILES TO THE BUILDINGS AT FORT JT2751'ROSS HISTORICAL PARK, CONTINUE AHEAD ON STATE HIGHWAY 1 FOR 2.9 JT2751'MILES TO A SURFACED SIDE ROAD RIGHT, TURN RIGHT AND GO NORTHERLY JT2751'ON TIMBER COVE ROAD FOR 2.0 MILES TO A T INTERSECTION, TURN RIGHT JT2751'AND GO EASTERLY ON SEAVIEW ROAD FOR 1.7 MILES TO A SIDE ROAD JT2751'RIGHT, TURN RIGHT AND GO SOUTHERLY ON BEN WAY DRIVE FOR 0.1 MILE JT2751'TO A DIM TRACK ROAD LEFT, TURN LEFT AND FOLLOW THE TRACK ROAD FOR JT2751'0.05 MILE TO WHERE THE TRACK ROAD PASSES OVER THE RIDGE AND THE JT2751'STATION ON THE LEFT AS DESCRIBED. JT2751' JT2751'THE STATION MARK IS A STANDARD DISK STAMPED HENRY HILL 1876 1969, JT2751'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 5 INCHES. JT2751'IT IS 41 FEET NORTH OF THE TRACK ROAD AND 2.3 FEET SOUTH OF A JT2751'WITNESS POST. JT2751' JT2751'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HENRY HILL NO 1 1876 JT2751'1969, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES. JT2751'IT IS 8 FEET SOUTH OF THE TRACK ROAD AND 2.0 FEET EAST OF A WITNESS JT2751'POST. IT IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION JT2751'MARK. JT2751' JT2751'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HENRY HILL NO 2 1876 JT2751'1969, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES. JT2751'IT IS 9 FEET SOUTH OF THE TRACK ROAD AND 1.7 FEET EAST OF A WITNESS JT2751'POST. IT IS ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION JT2751'MARK. JT2751' JT2751'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO TIMBER JT2751'AND THE CREST OF THE RIDGE ON LINE. JT2751' JT2751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE WEST JT2751'OF SEAVIEW. JT2751' JT2751'HEIGHT OF LIGHT ABOVE STATION MARK 126 FEET. JT2751 JT2751 STATION RECOVERY (1909) JT2751 JT2751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1909 JT2751'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 3, 2005 JT2750 *********************************************************************** JT2750 DESIGNATION - TABLE MOUNT 2 RESET JT2750 PID - JT2750 JT2750 STATE/COUNTY- CA/SONOMA JT2750 USGS QUAD - FORT ROSS (1978) JT2750 JT2750 *CURRENT SURVEY CONTROL JT2750 ___________________________________________________________________ JT2750* NAD 83(1992)- 38 35 42.47169(N) 123 12 33.01172(W) ADJUSTED JT2750* NAVD 88 - 553.0 (meters) 1814. (feet) VERTCON JT2750 ___________________________________________________________________ JT2750 EPOCH DATE - 1991.35 JT2750 LAPLACE CORR- 6.30 (seconds) DEFLEC99 JT2750 GEOID HEIGHT- -31.40 (meters) GEOID03 JT2750 JT2750 HORZ ORDER - FIRST JT2750 JT2750.The horizontal coordinates were established by classical geodetic methods JT2750.and adjusted by the National Geodetic Survey in March 1994. JT2750.The horizontal coordinates are valid at the epoch date displayed above. JT2750.The epoch date for horizontal control is a decimal equivalence JT2750.of Year/Month/Day. JT2750 JT2750.The NAVD 88 height was computed by applying the VERTCON shift value to JT2750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JT2750 JT2750.The Laplace correction was computed from DEFLEC99 derived deflections. JT2750 JT2750.The geoid height was determined by GEOID03. JT2750 JT2750; North East Units Scale Factor Converg. JT2750;SPC CA 2 - 603,765.805 1,894,667.919 MT 0.99995094 -0 45 44.4 JT2750;SPC CA 2 - 1,980,854.98 6,216,089.66 sFT 0.99995094 -0 45 44.4 JT2750;UTM 10 - 4,271,870.141 481,784.833 MT 0.99960409 -0 07 49.7 JT2750 JT2750! - Elev Factor x Scale Factor = Combined Factor JT2750!SPC CA 2 - 0.99991817 x 0.99995094 = 0.99986911 JT2750!UTM 10 - 0.99991817 x 0.99960409 = 0.99952229 JT2750 JT2750: Primary Azimuth Mark Grid Az JT2750:SPC CA 2 - TABLE MOUNT 2 AZ MK 065 42 38.9 JT2750:UTM 10 - TABLE MOUNT 2 AZ MK 065 04 44.2 JT2750 JT2750|---------------------------------------------------------------------| JT2750| PID Reference Object Distance Geod. Az | JT2750| dddmmss.s | JT2750| DB4441 TABLE MOUNT 2 AZ MK 0645654.5 | JT2750| DB4442 TABLE MOUNT 2 RM 1 34.839 METERS 22913 | JT2750| DB4443 TABLE MOUNT 2 RM 2 14.076 METERS 33654 | JT2750|---------------------------------------------------------------------| JT2750 JT2750 SUPERSEDED SURVEY CONTROL JT2750 JT2750 NAD 83(1986)- 38 35 42.47123(N) 123 12 33.02252(W) AD(1984.00) 1 JT2750 NAD 27 - 38 35 42.79429(N) 123 12 29.00379(W) AD( ) 1 JT2750 NGVD 29 (07/19/86) 552.1 (m) 1811. (f) VERT ANG JT2750 JT2750.Superseded values are not recommended for survey control. JT2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT2750.See file dsdata.txt to determine how the superseded data were derived. JT2750 JT2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDH8178571870(NAD 83) JT2750_MARKER: DS = TRIANGULATION STATION DISK JT2750_SETTING: 66 = SET IN ROCK OUTCROP JT2750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD JT2750+STABILITY: POSITION/ELEVATION WELL JT2750 JT2750 HISTORY - Date Condition Report By JT2750 HISTORY - 1906 MONUMENTED CGS JT2750 HISTORY - 1969 SEE DESCRIPTION CGS JT2750 JT2750 STATION DESCRIPTION JT2750 JT2750'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA) JT2750'THE STATION, WHICH WAS A DRILL HOLE IN A FLAT STONE, WAS RECOVERED JT2750'AS DESCRIBED IN 1906, AND IN GOOD CONDITION. A NEW STATION DISK, JT2750'REFERENCE MARKS 1 AND 2, AND AN AZIMUTH MARK WERE ESTABLISHED AT JT2750'THIS TIME. JT2750' JT2750'THE STATION IS LOCATED ON A ROUND GRASSY KNOLL, THAT IS THE JT2750'HIGHEST POINT OF A NORTH-SOUTH RIDGE THAT IS LOCALLY KNOWN AS JT2750'TABLE MOUNTAIN. IT IS 8 MILES NORTHWEST OF CAZADERO, 7-1/2 MILE JT2750'EAST OF STUMP BEACH, AND 6 MILES NORTH-NORTHEAST OF FORT ROSS. JT2750' JT2750'TO REACH THE STATION FROM THE POST OFFICE IN JENNER, GO NORTHWESTERLY JT2750'ON STATE HIGHWAY 1 FOR 11.4 MILES TO THE BUILDINGS AT FORT ROSS JT2750'HISTORICAL PARK. CONTINUE NORTHERLY ON STATE HIGHWAY 1 FOR 2.9 JT2750'MILES TO TIMBER COVE ROAD ON THE RIGHT. TURN RIGHT AND GO JT2750'NORTHERLY ON TIMBER COVE ROAD FOR 2.0 MILES TO A T-ROAD. TURN JT2750'LEFT AND GO NORTH AND NORTHWESTERLY ON SEAVIEW ROAD FOR 5.9 JT2750'MILES TO THE SOUTH FORK GUALALA RIVER BRIDGE. CONTINUE JT2750'NORTHERLY FOLLOWING THE SURFACED ROAD FOR 1.3 MILES TO JT2750'KING RIDGE ROAD ON THE RIGHT. TURN RIGHT AND GO NORTHEASTERLY JT2750'THEN EASTERLY ON KING RIDGE ROAD FOR 2.3 MILES TO A FORK. KEEP JT2750'THE LEFT FORK AND CONTINUE FOLLOWING KING RIDGE ROAD FOR JT2750'1.8 MILES TO THE W.S. BROWN RANCH ON THE LEFT, (THIS IS THE JT2750'PROPERTY OWNER THAT THE STATION IS ON). CONTINUE JT2750'SOUTHEASTERLY ON KING RIDGE ROAD FOR 1.2 MILES TO A CATTLE JT2750'GUARD. CONTINUE SOUTHEASTERLY CROSSING THE CATTLE GUARD FOR JT2750'0.1 MILE TO A REVERSE FORK ON THE RIGHT AT A LONE TREE ON THE JT2750'LEFT. TURN RIGHT AND FOLLOW THE BLADED ROAD SOUTHERLY ALONG JT2750'THE TOP OF THE RIDGE FOR 0.4 MILE TO THE AZIMUTH MARK ON THE JT2750'LEFT. CONTINUE SOUTHERLY ON THE BLADED ROAD FOR 0.15 MILE TO A JT2750'BOARD GATE ON THE RIGHT. TURN RIGHT PASSING THROUGH THE GATE JT2750'AND CONTINUE WESTERLY UP THE SLOPE OF THE KNOLL FOR 0.05 MILE TO JT2750'THE TOP OF THE KNOLL AND THE STATION. JT2750' JT2750'THE STATION IS A STANDARD DISK STAMPED TABLE MOUNT 2 1906 1969. JT2750'CEMENTED IN A DRILL HOLE IN BEDROCK AND REINFORCED WITH AN IRREGULAR JT2750'MASS OF CONCRETE, 6 INCHES BELOW THE GROUND SURFACE, (THIS DRILL JT2750'HOLE WAS THE ORIGINAL STATION MARK). IT IS 63 FEET SOUTHEAST JT2750'OF A LARGE BURNED OUT TREE STUMP, 46 FEET SOUTH-SOUTHEAST OF A JT2750'LARGE LONE BOULDER WHICH IS ON THE HIGHEST POINT OF THE KNOLL, JT2750'AND ON THE SOUTHERLY EDGE OF THE KNOLL. JT2750' JT2750'REFERENCE MARK NUMBER 1, IS A STANDARD DISK STAMPED TABLE MOUNT JT2750'2 1906 1969. CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE SLAB JT2750'OF BEDROCK WHICH IS 3-FOOT SQUARE. 125 FEET SOUTHWEST OF A LARGE JT2750'BURNED OUT TREE STUMP, ON THE SOUTHWEST EDGE OF THE KNOLL, ABOUT 8 JT2750'FEET BELOW THE STATION MARK. JT2750' JT2750'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED TABLE MOUNT 2 JT2750'1906 1969. CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 BY 3 JT2750'FOOT SLAB OF BEDROCK WHICH PROJECTS 1 FOOT ABOVE THE GROUND JT2750'SURFACE. IT IS 16 FEET EAST OF A LARGE BURNED OUT TREE STUMP, ON JT2750'THE HIGHEST POINT OF THE KNOLL, AND ABOUT 2 FEET HIGHER THAN THE JT2750'STATION. JT2750' JT2750'AZIMUTH MARK IS A STANDARD DISK STAMPED TABLE MOUNT 2 1906 1969. JT2750'SET IN THE TOP OF A 12-INCH CONCRETE POST WHICH IS FLUSH WITH THE JT2750'GROUND SURFACE. IT IS 108 FEET EAST OF THE TRACK ROAD, AND 23 FEET JT2750'NORTHWEST OF A LONE, BURNED OUT TREE STUMP. JT2750' JT2750'NOTE--DISTANCES BETWEEN RM1 AND RM2 IS NOT A HORIZONTAL MEASUREMENT JT2750'DUE TO THE CREST OF KNOLL ON LINE. JT2750' JT2750'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTHWEST JT2750'OF CAZADERO. JT2750' JT2750'HEIGHT OF LIGHT ABOVE STATION MARK 5.1 FEET.