1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 HS1027 *********************************************************************** HS1027 DESIGNATION - A 716 HS1027 PID - HS1027 HS1027 STATE/COUNTY- CA/MERCED HS1027 USGS QUAD - SNELLING (1962) HS1027 HS1027 *CURRENT SURVEY CONTROL HS1027 ___________________________________________________________________ HS1027* NAD 83(1986)- 37 32 10. (N) 120 29 35. (W) SCALED HS1027* NAVD 88 - 85.68 (+/-2cm) 281.1 (feet) VERTCON HS1027 ___________________________________________________________________ HS1027 GEOID HEIGHT- -30.95 (meters) GEOID99 HS1027 HS1027 VERT ORDER - FIRST CLASS II (See Below) HS1027 HS1027.The horizontal coordinates were scaled from a topographic map and have HS1027.an estimated accuracy of +/- 6 seconds. HS1027 HS1027.The NAVD 88 height was computed by applying the VERTCON shift value to HS1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1027.The vertical order pertains to the superseded datum. HS1027 HS1027.The geoid height was determined by GEOID99. HS1027 HS1027; North East Units Estimated Accuracy HS1027;SPC CA 3 - 614,990. 2,000,610. MT (+/- 180 meters Scaled) HS1027 HS1027 SUPERSEDED SURVEY CONTROL HS1027 HS1027 NGVD 29 - 84.973 (m) 278.78 (f) ADJ UNCH 1 2 HS1027 HS1027.Superseded values are not recommended for survey control. HS1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1027.See file dsdata.txt to determine how the superseded data were derived. HS1027 HS1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG215573(NAD 83) HS1027_MARKER: DB = BENCH MARK DISK HS1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1027_STAMPING: A 716 1943 HS1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1027+STABILITY: SURFACE MOTION HS1027 HS1027 HISTORY - Date Condition Report By HS1027 HISTORY - 1943 MONUMENTED CGS HS1027 HISTORY - 1958 GOOD NGS HS1027 HISTORY - 20030806 MARK NOT FOUND INDIV HS1027 HS1027 STATION DESCRIPTION HS1027 HS1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 HS1027'4 MI W FROM SNELLING. HS1027'3.95 MILES WEST ALONG HALTERMAN ROAD FROM THE JUNCTION OF LEWIS HS1027'STREET AT SNELLING, IN R13 T5S S1, 0.3 MILE EAST OF THE JUNCTION HS1027'OF A PAVED ROAD LEADING NORTH TO LA GRAND AND KEYES ROAD LEADING HS1027'WEST, 0.25 MILE WEST OF A RANCHHOUSE ON THE NORTH SIDE OF THE HS1027'ROAD, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 173 FEET HS1027'SOUTHWEST AND ACROSS THE ROAD FROM A POWER LINE POLE, 120 FEET HS1027'WEST OF A TELEPHONE POLE, 2.4 FEET NORTH OF A FENCE, 0.8 FOOT HS1027'NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST HS1027'FLUSH WITH THE GROUND. HS1027 HS1027 STATION RECOVERY (2003) HS1027 HS1027'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SLB) HS1027'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 HS1028 *********************************************************************** HS1028 DESIGNATION - B 716 HS1028 PID - HS1028 HS1028 STATE/COUNTY- CA/MERCED HS1028 USGS QUAD - SNELLING (1962) HS1028 HS1028 *CURRENT SURVEY CONTROL HS1028 ___________________________________________________________________ HS1028* NAD 83(1986)- 37 32 10. (N) 120 28 33. (W) SCALED HS1028* NAVD 88 - 92.26 (+/-2cm) 302.7 (feet) VERTCON HS1028 ___________________________________________________________________ HS1028 GEOID HEIGHT- -30.91 (meters) GEOID99 HS1028 HS1028 VERT ORDER - FIRST CLASS II (See Below) HS1028 HS1028.The horizontal coordinates were scaled from a topographic map and have HS1028.an estimated accuracy of +/- 6 seconds. HS1028 HS1028.The NAVD 88 height was computed by applying the VERTCON shift value to HS1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1028.The vertical order pertains to the superseded datum. HS1028 HS1028.The geoid height was determined by GEOID99. HS1028 HS1028; North East Units Estimated Accuracy HS1028;SPC CA 3 - 614,990. 2,002,140. MT (+/- 180 meters Scaled) HS1028 HS1028 SUPERSEDED SURVEY CONTROL HS1028 HS1028 NGVD 29 - 91.555 (m) 300.38 (f) ADJ UNCH 1 2 HS1028 HS1028.Superseded values are not recommended for survey control. HS1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1028.See file dsdata.txt to determine how the superseded data were derived. HS1028 HS1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG230573(NAD 83) HS1028_MARKER: DB = BENCH MARK DISK HS1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1028_STAMPING: B 716 1943 HS1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1028+STABILITY: SURFACE MOTION HS1028 HS1028 HISTORY - Date Condition Report By HS1028 HISTORY - 1943 MONUMENTED CGS HS1028 HISTORY - 1958 GOOD NGS HS1028 HISTORY - 20030806 MARK NOT FOUND INDIV HS1028 HS1028 STATION DESCRIPTION HS1028 HS1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 HS1028'3 MI NW FROM SNELLING. HS1028'2.95 MILES NORTHWEST ALONG HALTERMAN ROAD FROM THE JUNCTION OF HS1028'LEWIS STREET AT SNELLING, R14E T5S S6, 21 FEET SOUTH OF THE HS1028'CENTER LINE OF THE ROAD, 73 FEET SOUTHEAST AND ACROSS THE ROAD HS1028'FROM A FENCE CORNER, 15 FEET EAST OF THE EAST END OF A METAL HS1028'FRAME WIRE GATE, 1 1/2 FEET EAST OF A TELEPHONE POLE, 1.5 FEET HS1028'NORTH OF A FENCE, 0.5 FOOT NORTH OF A WITNESS POST, ABOUT 1 FOOT HS1028'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH HS1028'WITH THE GROUND. HS1028 HS1028 STATION RECOVERY (2003) HS1028 HS1028'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SLB) HS1028'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 HS3670 *********************************************************************** HS3670 DESIGNATION - BE HS3670 PID - HS3670 HS3670 STATE/COUNTY- CA/MERCED HS3670 USGS QUAD - SNELLING (1962) HS3670 HS3670 *CURRENT SURVEY CONTROL HS3670 ___________________________________________________________________ HS3670* NAD 83(1986)- 37 30 57. (N) 120 27 09. (W) SCALED HS3670* NAVD 88 - 76.08 (+/-2cm) 249.6 (feet) VERTCON HS3670 ___________________________________________________________________ HS3670 GEOID HEIGHT- -30.92 (meters) GEOID99 HS3670 HS3670 VERT ORDER - FIRST CLASS II (See Below) HS3670 HS3670.The horizontal coordinates were scaled from a topographic map and have HS3670.an estimated accuracy of +/- 6 seconds. HS3670 HS3670.The NAVD 88 height was computed by applying the VERTCON shift value to HS3670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS3670.The vertical order pertains to the superseded datum. HS3670 HS3670.The geoid height was determined by GEOID99. HS3670 HS3670; North East Units Estimated Accuracy HS3670;SPC CA 3 - 612,740. 2,004,200. MT (+/- 180 meters Scaled) HS3670 HS3670 SUPERSEDED SURVEY CONTROL HS3670 HS3670 NGVD 29 - 75.37 (m) 247.3 (f) COMPUTED 1 2 HS3670 HS3670.Superseded values are not recommended for survey control. HS3670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS3670.See file dsdata.txt to determine how the superseded data were derived. HS3670 HS3670_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG251551(NAD 83) HS3670_MARKER: N = NAIL HS3670_SETTING: 36 = TREE ROOT HS3670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS3670 HS3670 HISTORY - Date Condition Report By HS3670 HISTORY - UNK MONUMENTED CGS HS3670 HISTORY - 1958 GOOD NGS HS3670 HISTORY - 20030806 MARK NOT FOUND INDIV HS3670 HS3670 STATION DESCRIPTION HS3670 HS3670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 HS3670'0.8 MI SW FROM SNELLING. HS3670'LOCATED 41 FEET EAST OF THE MARK Z 942 IN SOUTHEAST SIDE OF HS3670'MULTIPLE FORKED TREE, ABOUT 2 FEET ABOVE THE GROUND. HS3670 HS3670 STATION RECOVERY (2003) HS3670 HS3670'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SLB) HS3670'LOCATED AN OLD MULTI-FORKED TREE NW OF THE INTERSECTION OF HWY NO. 59 HS3670'AND SNELLING ROAD. SEARCHED ALL SIDES OF THE TREE AND THE ADJOINING HS3670'GROUND. NO EVIDENCE OF MARK WAS FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 HS1029 *********************************************************************** HS1029 DESIGNATION - C 716 HS1029 PID - HS1029 HS1029 STATE/COUNTY- CA/MERCED HS1029 USGS QUAD - SNELLING (1962) HS1029 HS1029 *CURRENT SURVEY CONTROL HS1029 ___________________________________________________________________ HS1029* NAD 83(1986)- 37 32 11. (N) 120 27 20. (W) SCALED HS1029* NAVD 88 - 101.87 (+/-2cm) 334.2 (feet) VERTCON HS1029 ___________________________________________________________________ HS1029 GEOID HEIGHT- -30.85 (meters) GEOID99 HS1029 HS1029 VERT ORDER - FIRST CLASS II (See Below) HS1029 HS1029.The horizontal coordinates were scaled from a topographic map and have HS1029.an estimated accuracy of +/- 6 seconds. HS1029 HS1029.The NAVD 88 height was computed by applying the VERTCON shift value to HS1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1029.The vertical order pertains to the superseded datum. HS1029 HS1029.The geoid height was determined by GEOID99. HS1029 HS1029; North East Units Estimated Accuracy HS1029;SPC CA 3 - 615,020. 2,003,930. MT (+/- 180 meters Scaled) HS1029 HS1029 SUPERSEDED SURVEY CONTROL HS1029 HS1029 NGVD 29 - 101.160 (m) 331.89 (f) ADJ UNCH 1 2 HS1029 HS1029.Superseded values are not recommended for survey control. HS1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1029.See file dsdata.txt to determine how the superseded data were derived. HS1029 HS1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG248574(NAD 83) HS1029_MARKER: DB = BENCH MARK DISK HS1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1029_STAMPING: C 716 1943 HS1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1029+STABILITY: SURFACE MOTION HS1029 HS1029 HISTORY - Date Condition Report By HS1029 HISTORY - 1943 MONUMENTED CGS HS1029 HISTORY - 1958 GOOD NGS HS1029 HISTORY - 20030806 MARK NOT FOUND INDIV HS1029 HS1029 STATION DESCRIPTION HS1029 HS1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 HS1029'1.8 MI NW FROM SNELLING. HS1029'1.85 MILES NORTHWEST ALONG HALTERMAN ROAD FROM THE JUNCTION OF HS1029'LEWIS STREET AT SNELLING, IN R14E T4S S32, ON TOP OF A SMALL HS1029'HILL, 18 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 85 FEET HS1029'SOUTH OF A LONE OLIVE TREE, 2 FEET EAST OF A TELEPHONE POLE, 1.0 HS1029'FOOT SOUTH OF A FENCE, 0.5 FOOT SOUTH OF A WITNESS POST, ABOUT HS1029'1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE HS1029'POST FLUSH WITH THE GROUND. HS1029 HS1029 STATION RECOVERY (2003) HS1029 HS1029'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SLB) HS1029'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 HS1030 *********************************************************************** HS1030 DESIGNATION - D 716 HS1030 PID - HS1030 HS1030 STATE/COUNTY- CA/MERCED HS1030 USGS QUAD - SNELLING (1962) HS1030 HS1030 *CURRENT SURVEY CONTROL HS1030 ___________________________________________________________________ HS1030* NAD 83(1986)- 37 31 48. (N) 120 26 52. (W) SCALED HS1030* NAVD 88 - 92.90 (+/-2cm) 304.8 (feet) VERTCON HS1030 ___________________________________________________________________ HS1030 GEOID HEIGHT- -30.85 (meters) GEOID99 HS1030 HS1030 VERT ORDER - FIRST CLASS II (See Below) HS1030 HS1030.The horizontal coordinates were scaled from a topographic map and have HS1030.an estimated accuracy of +/- 6 seconds. HS1030 HS1030.The NAVD 88 height was computed by applying the VERTCON shift value to HS1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1030.The vertical order pertains to the superseded datum. HS1030 HS1030.The geoid height was determined by GEOID99. HS1030 HS1030; North East Units Estimated Accuracy HS1030;SPC CA 3 - 614,310. 2,004,620. MT (+/- 180 meters Scaled) HS1030 HS1030 SUPERSEDED SURVEY CONTROL HS1030 HS1030 NGVD 29 - 92.190 (m) 302.46 (f) ADJ UNCH 1 2 HS1030 HS1030.Superseded values are not recommended for survey control. HS1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1030.See file dsdata.txt to determine how the superseded data were derived. HS1030 HS1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG255567(NAD 83) HS1030_MARKER: DB = BENCH MARK DISK HS1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1030_STAMPING: D 716 1943 HS1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1030+STABILITY: SURFACE MOTION HS1030 HS1030 HISTORY - Date Condition Report By HS1030 HISTORY - 1943 MONUMENTED CGS HS1030 HISTORY - 1958 GOOD NGS HS1030 HISTORY - 20030806 MARK NOT FOUND INDIV HS1030 HS1030 STATION DESCRIPTION HS1030 HS1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 HS1030'1 MI NW FROM SNELLING. HS1030'1.0 MILE NORTHWEST ALONG HALTERMAN ROAD FROM THE JUNCTION OF HS1030'LEWIS STREET AT SNELLING, IN R14E T5S S5, ON THE OUTSIDE OF A HS1030'SHARP RIGHT ANGLE CURVE, ON THE SHOULDER OF THE ROAD, 18 1/2 HS1030'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 25 FEET NORTHEAST HS1030'OF A TELEPHONE POLE WITH A GUY WIRE, 15 1/2 FEET NORTHEAST OF HS1030'THE NORTH END OF A METAL FRAMED GATE ACROSS THE TRACK ROAD HS1030'LEADING WEST, 14.3 FEET EAST OF A FENCE, 0.5 FOOT EAST OF A HS1030'WITNESS POST, ABOUT 1.0 FOOT HIGHER THAN THE ROAD, AND SET IN HS1030'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. HS1030 HS1030 STATION RECOVERY (2003) HS1030 HS1030'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SLB) HS1030'SEARCHED AREA OUTSIDE OF SHARP RIGHT-ANGLE CURVE ON MONTGOMEREY ST. HS1030'(ALSO KEYES RD. - ROAD J-16) AND WITHIN ADJOING BARB WIRE FENCES. NO HS1030'EVIDENCE OF THE MARK, ITS SETTING, ITS WITNESS POST, THE METAL FRAME HS1030'GATE, OR THE TRACK ROAD WAS FOUND. THE METAL ANCHOR FOR THE GUY WIRE HS1030'OF THE TELEPHONE POLE WAS FOUND. THE TELEPHONE POLE WAS NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 HS1626 *********************************************************************** HS1626 DESIGNATION - E 562 HS1626 PID - HS1626 HS1626 STATE/COUNTY- CA/MERCED HS1626 USGS QUAD - SAN LUIS RANCH (1987) HS1626 HS1626 *CURRENT SURVEY CONTROL HS1626 ___________________________________________________________________ HS1626* NAD 83(1986)- 37 13 48. (N) 120 46 45. (W) SCALED HS1626* NAVD 88 - 25.96 (+/-2cm) 85.2 (feet) VERTCON HS1626 ___________________________________________________________________ HS1626 GEOID HEIGHT- -32.70 (meters) GEOID99 HS1626 HS1626 VERT ORDER - FIRST CLASS II (See Below) HS1626 HS1626.The horizontal coordinates were scaled from a topographic map and have HS1626.an estimated accuracy of +/- 6 seconds. HS1626 HS1626.The NAVD 88 height was computed by applying the VERTCON shift value to HS1626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1626.The vertical order pertains to the superseded datum. HS1626 HS1626.The geoid height was determined by GEOID99. HS1626 HS1626; North East Units Estimated Accuracy HS1626;SPC CA 3 - 581,050. 1,975,230. MT (+/- 180 meters Scaled) HS1626 HS1626 SUPERSEDED SURVEY CONTROL HS1626 HS1626 NGVD 29 - 25.222 (m) 82.75 (f) ADJ UNCH 1 2 HS1626 HS1626.Superseded values are not recommended for survey control. HS1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1626.See file dsdata.txt to determine how the superseded data were derived. HS1626 HS1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG970226(NAD 83) HS1626_MARKER: DB = BENCH MARK DISK HS1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1626_STAMPING: E 562 1957 HS1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1626+STABILITY: SURFACE MOTION HS1626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS1626+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2003 HS1626 HS1626 HISTORY - Date Condition Report By HS1626 HISTORY - 1957 MONUMENTED CGS HS1626 HISTORY - 20030730 GOOD BOR HS1626 HS1626 STATION DESCRIPTION HS1626 HS1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 HS1626'4.2 MI W FROM CRANES RANCH. HS1626'2.2 MILES WEST ALONG GREEN HOUSE ROAD FROM THE WOODEN BRIDGE OVER HS1626'EAST SIDE CANAL AT CRANES RANCH, THENCE 2.0 MILES WEST ALONG HS1626'A LEVEE ROAD, AT THE T JUNCTION OF A LEVEE ROAD LEADING HS1626'NORTH, IN R11E T8S, IN THE NORTHWEST CORNER OF SECTION 21, HS1626'0.5 MILE WEST OF A WINDMILL, IN LINE WITH A ROW OF POWER LINE HS1626'POLES, 97 FEET EAST OF THE CENTER LINE OF THE ROAD, 3.7 FEET HS1626'SOUTH OF A WITNESS POST, 2 1/2 FEET NORTHEAST OF POWER LINE HS1626'POLE 1157510/3, 1.4 FEET WEST OF A FENCE, ABOUT 6 FEET LOWER HS1626'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING HS1626'0.3 FOOT ABOVE THE GROUND. HS1626 HS1626 STATION RECOVERY (2003) HS1626 HS1626'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2003 (RWK) HS1626'TO REACH FROM INTERSECTION OF STATE HIGHWAY 165 (MERCEY SPRINGS ROAD) HS1626'AND HENRY MILLER AVENUE NORTH OF LOS BANOS, GO NORTH ON HIGHWAY 165 HS1626'FOR ABOUT 3.3 MILES TO Y-INTERSECTION WITH WOLFSEN ROAD ON RIGHT HS1626'(EAST). GO NORTHEASTERLY ON WOLFSEN ROAD FOR 1.15 MILES TO SAN LUIS HS1626'RANCH. HS1626'BEAR RIGHT AND CONTINUE NE FOR 2 MILES INTO SAN LUIS NWR TO FWS HS1626'MAINTENANCE YARD ON RIGHT. TURN LEFT AND GO ABOUT 2.45 MILES TO HS1626'T-INTERSECTION. AT T-INTERSECTION, TURN LEFT AND GO 0.4 MILES TO TOP HS1626'OF LEVEE ROAD. TURN LEFT AND FOLLOW LEVEE ROAD WEST ABOUT 1.95 MILES HS1626'TO LOW WATER CROSSING. CROSS SAN JOAQUIN RIVER AND TURN RIGHT ONTO HS1626'LEVEE ROAD. HS1626'GO EASTERLY ABOUT 2.5 MILES TO WYE ON LEFT TO SECTION LINE ROAD AND HS1626'POWERLINES. TURN LEFT AND GO NORTH ON SECTION LINE ROAD FOR ABOUT 0.55 HS1626'MILES TO STATION ON RIGHT, NORTH OF POWER POLE ABOUT 400 FT N OF HS1626'EASTERLY SECTION LINE FENCE. OLD WOOD BM MARKER IN CONCRETE 2FT NORTH HS1626'OF STATION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 HS0882 *********************************************************************** HS0882 DESIGNATION - J 718 HS0882 PID - HS0882 HS0882 STATE/COUNTY- CA/MERCED HS0882 USGS QUAD - MERCED FALLS (1976) HS0882 HS0882 *CURRENT SURVEY CONTROL HS0882 ___________________________________________________________________ HS0882* NAD 83(1986)- 37 31 28. (N) 120 19 51. (W) SCALED HS0882* NAVD 88 - 110.59 (+/-2cm) 362.8 (feet) VERTCON HS0882 ___________________________________________________________________ HS0882 GEOID HEIGHT- -30.51 (meters) GEOID99 HS0882 HS0882 VERT ORDER - SECOND CLASS 0 (See Below) HS0882 HS0882.The horizontal coordinates were scaled from a topographic map and have HS0882.an estimated accuracy of +/- 6 seconds. HS0882 HS0882.The NAVD 88 height was computed by applying the VERTCON shift value to HS0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0882.The vertical order pertains to the superseded datum. HS0882 HS0882.The geoid height was determined by GEOID99. HS0882 HS0882; North East Units Estimated Accuracy HS0882;SPC CA 3 - 613,710. 2,014,950. MT (+/- 180 meters Scaled) HS0882 HS0882 SUPERSEDED SURVEY CONTROL HS0882 HS0882 NGVD 29 - 109.882 (m) 360.50 (f) ADJ UNCH 2 0 HS0882 HS0882.Superseded values are not recommended for survey control. HS0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0882.See file dsdata.txt to determine how the superseded data were derived. HS0882 HS0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG358564(NAD 83) HS0882_MARKER: DB = BENCH MARK DISK HS0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0882_STAMPING: J 718 1943 HS0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0882+STABILITY: SURFACE MOTION HS0882 HS0882 HISTORY - Date Condition Report By HS0882 HISTORY - 1943 MONUMENTED CGS HS0882 HISTORY - 1959 GOOD USGS HS0882 HISTORY - 20030806 MARK NOT FOUND INDIV HS0882 HS0882 STATION DESCRIPTION HS0882 HS0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 HS0882'AT MERCED FALLS. HS0882'AT MERCED FALLS, MERCED COUNTY, ON THE ABANDONED YOSEMITE HS0882'VALLEY RAILROAD, ON THE EAST SIDE OF A SMALL HILL, 36 FEET SOUTH HS0882'OF A LARGE WOODEN PLATFORM, 18 FEET SOUTH OF THE CENTERLINE OF HS0882'THE GRADE, AND 15 FEET SOUTHWEST OF A 6-INCH CULVERT. A HS0882'STANDARD DISK, STAMPED J 718 1943 AND SET IN THE TOP OF A HS0882'CONCRETE POST. HS0882 HS0882 STATION RECOVERY (1959) HS0882 HS0882'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 HS0882'RECOVERED IN GOOD CONDITION. HS0882 HS0882 STATION RECOVERY (2003) HS0882 HS0882'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SLB) HS0882'SEARCHED 1/4 MILE LENGTH OF ABANDONED RAILROAD GRADE IMMEDIATELY WEST HS0882'OF HIGHWAY NO. 59 IN MERCED FALLS. NO EVIDENCE OF MARK OR ITS SETTING HS0882'FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 HS0884 *********************************************************************** HS0884 DESIGNATION - K 718 HS0884 PID - HS0884 HS0884 STATE/COUNTY- CA/MERCED HS0884 USGS QUAD - MERCED FALLS (1976) HS0884 HS0884 *CURRENT SURVEY CONTROL HS0884 ___________________________________________________________________ HS0884* NAD 83(1986)- 37 31 24. (N) 120 22 01. (W) SCALED HS0884* NAVD 88 - 101.79 (+/-2cm) 334.0 (feet) VERTCON HS0884 ___________________________________________________________________ HS0884 GEOID HEIGHT- -30.63 (meters) GEOID99 HS0884 HS0884 VERT ORDER - SECOND CLASS 0 (See Below) HS0884 HS0884.The horizontal coordinates were scaled from a topographic map and have HS0884.an estimated accuracy of +/- 6 seconds. HS0884 HS0884.The NAVD 88 height was computed by applying the VERTCON shift value to HS0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0884.The vertical order pertains to the superseded datum. HS0884 HS0884.The geoid height was determined by GEOID99. HS0884 HS0884; North East Units Estimated Accuracy HS0884;SPC CA 3 - 613,580. 2,011,760. MT (+/- 180 meters Scaled) HS0884 HS0884 SUPERSEDED SURVEY CONTROL HS0884 HS0884 NGVD 29 - 101.082 (m) 331.63 (f) ADJ UNCH 2 0 HS0884 HS0884.Superseded values are not recommended for survey control. HS0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0884.See file dsdata.txt to determine how the superseded data were derived. HS0884 HS0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG326561(NAD 83) HS0884_MARKER: DB = BENCH MARK DISK HS0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0884_STAMPING: K 718 1943 HS0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0884+STABILITY: SURFACE MOTION HS0884 HS0884 HISTORY - Date Condition Report By HS0884 HISTORY - 1943 MONUMENTED CGS HS0884 HISTORY - 1959 GOOD USGS HS0884 HISTORY - 20030806 MARK NOT FOUND INDIV HS0884 HS0884 STATION DESCRIPTION HS0884 HS0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 HS0884'2 MI W FROM MERCED FALLS. HS0884'2.0 MILES WEST ALONG THE ABANDONED YOSEMITE VALLEY RAILROAD HS0884'FROM MERCED FALLS, MERCED COUNTY, 52 FEET SOUTH OF THE HS0884'CENTERLINE OF THE GRADE, 1 FOOT NORTHWEST OF A FENCE LINE, AND HS0884'LEVEL WITH THE GRADE. A STANDARD DISK, STAMPED K 718 1943 AND SET HS0884'IN THE TOP OF A CONCRETE POST. HS0884 HS0884 STATION RECOVERY (1959) HS0884 HS0884'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 HS0884'RECOVERED IN GOOD CONDITION. HS0884 HS0884 STATION RECOVERY (2003) HS0884 HS0884'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SLB) HS0884'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 HS1217 *********************************************************************** HS1217 DESIGNATION - M 718 HS1217 PID - HS1217 HS1217 STATE/COUNTY- CA/MERCED HS1217 USGS QUAD - YOSEMITE LAKE (1987) HS1217 HS1217 *CURRENT SURVEY CONTROL HS1217 ___________________________________________________________________ HS1217* NAD 83(1986)- 37 28 47. (N) 120 29 44. (W) SCALED HS1217* NAVD 88 - 62.79 (+/-2cm) 206.0 (feet) VERTCON HS1217 ___________________________________________________________________ HS1217 GEOID HEIGHT- -31.16 (meters) GEOID99 HS1217 HS1217 VERT ORDER - FIRST CLASS II (See Below) HS1217 HS1217.The horizontal coordinates were scaled from a topographic map and have HS1217.an estimated accuracy of +/- 6 seconds. HS1217 HS1217.The NAVD 88 height was computed by applying the VERTCON shift value to HS1217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1217.The vertical order pertains to the superseded datum. HS1217 HS1217.The geoid height was determined by GEOID99. HS1217 HS1217; North East Units Estimated Accuracy HS1217;SPC CA 3 - 608,730. 2,000,390. MT (+/- 180 meters Scaled) HS1217 HS1217 SUPERSEDED SURVEY CONTROL HS1217 HS1217 NGVD 29 - 62.072 (m) 203.65 (f) ADJ UNCH 1 2 HS1217 HS1217.Superseded values are not recommended for survey control. HS1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1217.See file dsdata.txt to determine how the superseded data were derived. HS1217 HS1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG214510(NAD 83) HS1217_MARKER: DB = BENCH MARK DISK HS1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1217+STABILITY: SURFACE MOTION HS1217 HS1217 HISTORY - Date Condition Report By HS1217 HISTORY - UNK MONUMENTED CGS HS1217 HISTORY - 1958 MARK NOT FOUND NGS HS1217 HISTORY - 1962 POOR USGS HS1217 HISTORY - 20030806 MARK NOT FOUND INDIV HS1217 HS1217 STATION DESCRIPTION HS1217 HS1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 HS1217'4.6 MI S FROM SNELLING. HS1217'2.9 MILES SOUTHWEST ALONG THE SNELLING-MERCED HIGHWAY FROM THE HS1217'POST OFFICE AT SNELLING, THENCE 1.7 MILES SOUTH ALONG THE HS1217'ABANDONED RAILROAD OF THE YOSEMITE VALLEY RAILROAD COMPANY, SET HS1217'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND, 1.0 MILE HS1217'SOUTH OF WILLIAM MEANS RESIDENCE, 43 FEET WEST OF THE ABANDONED HS1217'RAILROAD, 24 FEET NORTH OF MILEPOST 499, 1 FOOT EAST OF A WIRE HS1217'FENCE PARALLELING THE WEST SIDE OF THE ABANDONED RAILROAD. A HS1217'4X4-INCH GUARD POST HAS BEEN SET ONE FOOT SOUTH OF THE STATION. HS1217'NOTE-- TO REACH THIS MARK, GO 5.7 MILES SOUTHWEST ALONG THE HS1217'SNELLING-MERCED HIGHWAY FROM THE POST OFFICE AT SNELLING, THENCE HS1217'GO 0.4 MILES NORTHEAST ALONG A DIRT ROAD LEADING TO WILLIAM HS1217'MEANS RESIDENCE. NOTE-- 1958 - THE RAILROAD BED HAS BEEN HS1217'LEVELED IN THIS AREA AND THE GROUND IS UNDER CULTIVATION. HS1217 HS1217 STATION RECOVERY (1962) HS1217 HS1217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 HS1217'MARK RECOVERED IN POOR CONDITION. HS1217 HS1217 STATION RECOVERY (2003) HS1217 HS1217'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SLB) HS1217'SEARCHED LENGTH OF BARB WIRE FENCE ALONG DESCRIBED BARB WIRE FENCE. HS1217'CULTIVATED FIELDS AND FARM ROADS ON BOTH SIDES OF DESCRIBED BARB WIRE HS1217'FENCE. NO EVIDENCE OF MARK, ITS CONCRETE SETTING OR 4X4 INCH GUARD HS1217'POST FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 HS1216 *********************************************************************** HS1216 DESIGNATION - N 718 RESET 1961 HS1216 PID - HS1216 HS1216 STATE/COUNTY- CA/MERCED HS1216 USGS QUAD - YOSEMITE LAKE (1987) HS1216 HS1216 *CURRENT SURVEY CONTROL HS1216 ___________________________________________________________________ HS1216* NAD 83(1986)- 37 29 24. (N) 120 29 13. (W) SCALED HS1216* NAVD 88 - 65.27 (+/-2cm) 214.1 (feet) VERTCON HS1216 ___________________________________________________________________ HS1216 GEOID HEIGHT- -31.10 (meters) GEOID99 HS1216 HS1216 VERT ORDER - THIRD (See Below) HS1216 HS1216.The horizontal coordinates were scaled from a topographic map and have HS1216.an estimated accuracy of +/- 6 seconds. HS1216 HS1216.The NAVD 88 height was computed by applying the VERTCON shift value to HS1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1216.The vertical order pertains to the superseded datum. HS1216 HS1216.The geoid height was determined by GEOID99. HS1216 HS1216; North East Units Estimated Accuracy HS1216;SPC CA 3 - 609,870. 2,001,160. MT (+/- 180 meters Scaled) HS1216 HS1216 SUPERSEDED SURVEY CONTROL HS1216 HS1216 NGVD 29 - 64.56 (m) 211.8 (f) RESET 3 HS1216 HS1216.Superseded values are not recommended for survey control. HS1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1216.See file dsdata.txt to determine how the superseded data were derived. HS1216 HS1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG221521(NAD 83) HS1216_MARKER: DB = BENCH MARK DISK HS1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1216_STAMPING: N 718 1943 RESET 1961 HS1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1216+STABILITY: SURFACE MOTION HS1216 HS1216 HISTORY - Date Condition Report By HS1216 HISTORY - 1961 MONUMENTED CGS HS1216 HISTORY - 20030806 MARK NOT FOUND INDIV HS1216 HS1216 STATION DESCRIPTION HS1216 HS1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 HS1216'4 MI SW FROM SNELLING. HS1216'3.45 MILES SOUTHWEST ALONG THE SNELLING-MERCED ROAD FROM THE HS1216'INTERSECTION OF HALTERMAN ROAD AT SNELLING, THENCE 0.6 MILE HS1216'SOUTHEAST ALONG A GRAVELED ROAD, 0.9 MILE SOUTHWEST ACROSS HS1216'COUNTRY ALONG AN ABANDONED RAILROAD GRADE FROM BENCH MARK U 236, HS1216'IN A CULTIVATED FIELD, 110 YARDS SOUTHEAST OF THE NORTHEAST END HS1216'OF A CONCRETE FEED TROUGH, 106 YARDS SOUTH OF THE EAST CORNER OF HS1216'A HAY BARN, 2.4 FEET NORTHEAST OF TELEPHONE POLE 533, 1.3 FEET HS1216'SOUTHWEST OF A WOODEN WITNESS POST, AND SET IN THE TOP OF A HS1216'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. HS1216 HS1216 STATION RECOVERY (2003) HS1216 HS1216'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SLB) HS1216'SEARCHED 1000 FT. LENGTH OF WHAT APPEARED TO BE ABANDONED RAILROAD HS1216'BED. SEARCEHD AREA 300 FT. SOUTH OF BARN. NO EVIDENCE OF THE MARK, ITS HS1216'CONCRETE SETTING, OR ITS WOODEN WITNESS POST FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 HS0883 *********************************************************************** HS0883 DESIGNATION - Q 236 HS0883 PID - HS0883 HS0883 STATE/COUNTY- CA/MERCED HS0883 USGS QUAD - MERCED FALLS (1976) HS0883 HS0883 *CURRENT SURVEY CONTROL HS0883 ___________________________________________________________________ HS0883* NAD 83(1986)- 37 31 23. (N) 120 21 03. (W) SCALED HS0883* NAVD 88 - 102.76 (+/-2cm) 337.1 (feet) VERTCON HS0883 ___________________________________________________________________ HS0883 GEOID HEIGHT- -30.58 (meters) GEOID99 HS0883 HS0883 VERT ORDER - SECOND CLASS 0 (See Below) HS0883 HS0883.The horizontal coordinates were scaled from a topographic map and have HS0883.an estimated accuracy of +/- 6 seconds. HS0883 HS0883.The NAVD 88 height was computed by applying the VERTCON shift value to HS0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0883.The vertical order pertains to the superseded datum. HS0883 HS0883.The geoid height was determined by GEOID99. HS0883 HS0883; North East Units Estimated Accuracy HS0883;SPC CA 3 - 613,550. 2,013,190. MT (+/- 180 meters Scaled) HS0883 HS0883 SUPERSEDED SURVEY CONTROL HS0883 HS0883 NGVD 29 - 102.056 (m) 334.83 (f) ADJ UNCH 2 0 HS0883 HS0883.Superseded values are not recommended for survey control. HS0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0883.See file dsdata.txt to determine how the superseded data were derived. HS0883 HS0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG341561(NAD 83) HS0883_MARKER: DB = BENCH MARK DISK HS0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0883_STAMPING: Q 236 1935 HS0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0883+STABILITY: SURFACE MOTION HS0883 HS0883 HISTORY - Date Condition Report By HS0883 HISTORY - 1935 MONUMENTED CGS HS0883 HISTORY - 1943 GOOD NGS HS0883 HISTORY - 1959 GOOD USGS HS0883 HISTORY - 20030806 MARK NOT FOUND INDIV HS0883 HS0883 STATION DESCRIPTION HS0883 HS0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943 HS0883'1.1 MI W FROM MERCED FALLS. HS0883'1.1 MILES WEST ALONG THE ABANDONED YOSEMITE VALLEY RAILROAD HS0883'FROM MERCED FALLS, MERCED COUNTY, AT A ROAD CROSSING, 56 FEET HS0883'WEST OF THE CENTERLINE OF THE ROAD, AND 50 FEET NORTH OF THE HS0883'CENTERLINE OF THE GRADE. A STANDARD DISK, STAMPED Q 236 1935 HS0883'AND SET IN THE TOP OF A CONCRETE POST. HS0883 HS0883 STATION RECOVERY (1959) HS0883 HS0883'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 HS0883'RECOVERED IN GOOD CONDITION. HS0883 HS0883 STATION RECOVERY (2003) HS0883 HS0883'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SLB) HS0883'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 HS1823 *********************************************************************** HS1823 DESIGNATION - R 1127 HS1823 PID - HS1823 HS1823 STATE/COUNTY- CA/MERCED HS1823 USGS QUAD - SAN LUIS RANCH (1987) HS1823 HS1823 *CURRENT SURVEY CONTROL HS1823 ___________________________________________________________________ HS1823* NAD 83(1986)- 37 10 07. (N) 120 49 54. (W) SCALED HS1823* NAVD 88 - 26.59 (+/-2cm) 87.2 (feet) VERTCON HS1823 ___________________________________________________________________ HS1823 GEOID HEIGHT- -32.97 (meters) GEOID99 HS1823 HS1823 VERT ORDER - FIRST CLASS I (See Below) HS1823 HS1823.The horizontal coordinates were scaled from a topographic map and have HS1823.an estimated accuracy of +/- 6 seconds. HS1823 HS1823.The NAVD 88 height was computed by applying the VERTCON shift value to HS1823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1823.The vertical order pertains to the superseded datum. HS1823 HS1823.The geoid height was determined by GEOID99. HS1823 HS1823; North East Units Estimated Accuracy HS1823;SPC CA 3 - 574,260. 1,970,540. MT (+/- 180 meters Scaled) HS1823 HS1823 SUPERSEDED SURVEY CONTROL HS1823 HS1823 NGVD 29 - 25.833 (m) 84.75 (f) ADJ UNCH 1 1 HS1823 HS1823.Superseded values are not recommended for survey control. HS1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1823.See file dsdata.txt to determine how the superseded data were derived. HS1823 HS1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG925157(NAD 83) HS1823_MARKER: DB = BENCH MARK DISK HS1823_SETTING: 36 = HEAD GATE WING WALL HS1823_STAMPING: R 1127 1961 HS1823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS1823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS1823+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2003 HS1823 HS1823 HISTORY - Date Condition Report By HS1823 HISTORY - 1961 MONUMENTED CGS HS1823 HISTORY - 1976 GOOD NGS HS1823 HISTORY - 20030730 GOOD BOR HS1823 HS1823 STATION DESCRIPTION HS1823 HS1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 HS1823'7.8 MI N FROM LOS BANOS. HS1823'6.4 MILES NORTH ALONG NORTH MERCY SPRINGS ROAD FROM THE INTERSECTION HS1823'OF STATE HIGHWAY 152 AT LOS BANOS, THENCE 1.45 MILES NORTHWEST HS1823'ALONG THE SAN LUIS CANAL, AT A HEAD GATE, IN THE TOP OF THE HS1823'NORTHWEST CONCRETE WING WALL, 16 FEET NORTHEAST OF THE CENTER HS1823'LINE OF THE ROAD ALONG THE SOUTHWEST LEVEE, 11 FEET NORTHWEST HS1823'OF THE SOUTHWEST END OF A WOODEN CAT-WALK, 1.4 FEET SOUTHWEST HS1823'OF THE NORTHEAST END OF THE WING WALL, AND ABOUT LEVEL WITH HS1823'THE ROAD. HS1823 HS1823 STATION RECOVERY (1976) HS1823 HS1823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 HS1823'RECOVERED IN GOOD CONDITION. HS1823 HS1823 STATION RECOVERY (2003) HS1823 HS1823'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2003 (RWK) HS1823'SITE SUITABLE FOR GPS. HS1823'TO REACH FROM STATE HIGHWAY 33 AND HENRY MILLER AVENUE IN SANTA NELLA HS1823'(ON I-5), TRAVEL EAST ON HENRY MILLER AVENUE FOR ABOUT 11.5 MILES TO HS1823'INTERSECTION WITH STATE HIGHWAY 165 (MERCEY SPRINGS ROAD) NORTH OF LOS HS1823'BANOS. HS1823'TURN LEFT AND GO NORTH ON HIGHWAY 165 FOR ABOUT 3.3 MILES TO HS1823'Y-INTERSECTION WITH WOLFSEN ROAD ON RIGHT (EAST). CONTINUE NORTHERLY HS1823'AROUND LEFT CURVE IN HIGHWAY 165 FOR ABOUT 0.2 MILES TO SMALL DIRT HS1823'ACCESS ROAD ON LEFT (WEST) TO WEST SIDE OF SAN LUIS CANAL. GO NORTH HS1823'ALONG WEST SIDE OF CANAL ABOUT 1.45 MILES TO THE STRUCTURE ACROSS HS1823'CANAL ON RIGHT. HS1823'MONUMENT IS ON THE NE CORNER OF THE NW WINGWALL OF STRUCTURE. HS1823'INSTRUMENT SETUP ON MONUMENT IS POSSIBLE BUT MAY BE INTERESTING. HS1823'CONCRETE STRUCTURE IS OLD BUT SOUND (OTHER STRUCTURES IN AREA ON CANAL HS1823'HAVE BEEN REPLACED). 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 HS0885 *********************************************************************** HS0885 DESIGNATION - R 236 HS0885 PID - HS0885 HS0885 STATE/COUNTY- CA/MERCED HS0885 USGS QUAD - SNELLING (1962) HS0885 HS0885 *CURRENT SURVEY CONTROL HS0885 ___________________________________________________________________ HS0885* NAD 83(1986)- 37 31 24. (N) 120 23 18. (W) SCALED HS0885* NAVD 88 - 90.55 (+/-2cm) 297.1 (feet) VERTCON HS0885 ___________________________________________________________________ HS0885 GEOID HEIGHT- -30.70 (meters) GEOID99 HS0885 HS0885 VERT ORDER - SECOND CLASS 0 (See Below) HS0885 HS0885.The horizontal coordinates were scaled from a topographic map and have HS0885.an estimated accuracy of +/- 6 seconds. HS0885 HS0885.The NAVD 88 height was computed by applying the VERTCON shift value to HS0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS0885.The vertical order pertains to the superseded datum. HS0885 HS0885.The geoid height was determined by GEOID99. HS0885 HS0885; North East Units Estimated Accuracy HS0885;SPC CA 3 - 613,580. 2,009,870. MT (+/- 180 meters Scaled) HS0885 HS0885 SUPERSEDED SURVEY CONTROL HS0885 HS0885 NGVD 29 - 89.84 (m) 294.8 (f) COMPUTED 2 0 HS0885 HS0885.Superseded values are not recommended for survey control. HS0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0885.See file dsdata.txt to determine how the superseded data were derived. HS0885 HS0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG307561(NAD 83) HS0885_MARKER: DB = BENCH MARK DISK HS0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0885_STAMPING: R 236 1935 HS0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0885+STABILITY: SURFACE MOTION HS0885 HS0885 HISTORY - Date Condition Report By HS0885 HISTORY - 1935 MONUMENTED CGS HS0885 HISTORY - 1959 GOOD NGS HS0885 HISTORY - 20030806 MARK NOT FOUND INDIV HS0885 HS0885 STATION DESCRIPTION HS0885 HS0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 HS0885'2.9 MI E FROM SNELLING. HS0885'ABOUT 2.9 MILES EAST ALONG THE HIGHWAY FROM THE INTERSECTION HS0885'OF LEWIS AND THIRD STREETS AT SNELLING, MERCED COUNTY, 1500 HS0885'FEET EAST OF A GENTLE CURVE AND 1400 FEET NORTH OF THE HS0885'HIGHWAY ACROSS DREDGE TAILINGS, 86 FEET EAST OF THE CENTERLINE HS0885'OF AN OLD ROAD CROSSING, 50 FEET SOUTH OF THE CENTERLINE OF AN HS0885'ABANDONED RAILROAD GRADE, AND 2 FEET NORTH OF A FENCELINE. HS0885'A STANDARD DISK, STAMPED R 236 1935 AND SET IN THE TOP OF A HS0885'CONCRETE POST. HS0885 HS0885 STATION RECOVERY (2003) HS0885 HS0885'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SLB) HS0885'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 HS1825 *********************************************************************** HS1825 DESIGNATION - S 1127 HS1825 PID - HS1825 HS1825 STATE/COUNTY- CA/MERCED HS1825 USGS QUAD - SAN LUIS RANCH (1987) HS1825 HS1825 *CURRENT SURVEY CONTROL HS1825 ___________________________________________________________________ HS1825* NAD 83(1986)- 37 10 58. (N) 120 50 09. (W) SCALED HS1825* NAVD 88 - 26.00 (+/-2cm) 85.3 (feet) VERTCON HS1825 ___________________________________________________________________ HS1825 GEOID HEIGHT- -32.93 (meters) GEOID99 HS1825 HS1825 VERT ORDER - FIRST CLASS I (See Below) HS1825 HS1825.The horizontal coordinates were scaled from a topographic map and have HS1825.an estimated accuracy of +/- 6 seconds. HS1825 HS1825.The NAVD 88 height was computed by applying the VERTCON shift value to HS1825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1825.The vertical order pertains to the superseded datum. HS1825 HS1825.The geoid height was determined by GEOID99. HS1825 HS1825; North East Units Estimated Accuracy HS1825;SPC CA 3 - 575,830. 1,970,180. MT (+/- 180 meters Scaled) HS1825 HS1825 SUPERSEDED SURVEY CONTROL HS1825 HS1825 NGVD 29 - 25.247 (m) 82.83 (f) ADJ UNCH 1 1 HS1825 HS1825.Superseded values are not recommended for survey control. HS1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1825.See file dsdata.txt to determine how the superseded data were derived. HS1825 HS1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG921173(NAD 83) HS1825_MARKER: DB = BENCH MARK DISK HS1825_SETTING: 36 = CONTROL GATE HEAD WALL HS1825_STAMPING: S 1127 1961 HS1825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS1825 HS1825 HISTORY - Date Condition Report By HS1825 HISTORY - 1961 MONUMENTED CGS HS1825 HISTORY - 1972 GOOD NGS HS1825 HISTORY - 20030730 MARK NOT FOUND BOR HS1825 HS1825 STATION DESCRIPTION HS1825 HS1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 HS1825'8.8 MI N FROM LOS BANOS. HS1825'6.4 MILES NORTH ALONG NORTH MERCY SPRINGS ROAD FROM THE HS1825'INTERSECTION OF STATE HIGHWAY 152 AT LOS BANOS, THENCE 2.45 HS1825'MILES NORTHWEST ALONG THE SAN LUIS CANAL, 0.1 MILE SOUTHEAST OF HS1825'A LARGE LONE TREE, AT A CONTROL GATE, IN THE TOP OF THE SOUTHEAST HS1825'END OF THE NORTHEAST CONCRETE HEAD WALL, 25 FEET NORTHEAST OF HS1825'THE CENTER LINE OF THE ROAD ALONG THE SOUTHWEST LEVEE, ABOUT 80 HS1825'FEET SOUTHWEST OF THE CENTER LINE OF NORTH MERCY SPRINGS ROAD, HS1825'AND ABOUT LEVEL WITH THE LEVEE ROAD. HS1825 HS1825 STATION RECOVERY (1972) HS1825 HS1825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 HS1825'RECOVERED IN GOOD CONDITION. HS1825 HS1825 STATION RECOVERY (2003) HS1825 HS1825'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2003 (RWK) HS1825'TO REACH FROM STATE HIGHWAY 33 AND HENRY MILLER AVENUE IN SANTA NELLA HS1825'(ON I-5), TRAVEL EAST ON HENRY MILLER AVENUE FOR ABOUT 11.5 MILES TO HS1825'INTERSECTION WITH STATE HIGHWAY 165 (MERCEY SPRINGS ROAD) NORTH OF LOS HS1825'BANOS. HS1825'TURN LEFT AND GO NORTH ON HIGHWAY 165 FOR ABOUT 3.3 MILES TO HS1825'Y-INTERSECTION WITH WOLFSEN ROAD ON RIGHT (EAST). CONTINUE NORTHERLY HS1825'AROUND LEFT CURVE IN HIGHWAY 165 FOR ABOUT 3.05 MILES TO A SMALL DIRT HS1825'ROAD ON THE LEFT (WEST) TO WEST SIDE OF SAN LUIS CANAL. GO SOUTH ON HS1825'WEST SIDE OF CANAL FOR ABOUT 0.4 MILES TO CONCRETE STRUCTURE ON CANAL. HS1825' HS1825'ORIGINAL STRUCTURE APPEARS TO HAVE BEEN REPLACED AND ORIGINAL MONUMENT HS1825'WAS NOT FOUND. USE R 1127 (HS1823) 1 MILE FARTHER SOUTH INSTEAD, ON AN HS1825'ORIGINAL STRUCTURE. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 HS1034 *********************************************************************** HS1034 DESIGNATION - T 236 HS1034 PID - HS1034 HS1034 STATE/COUNTY- CA/MERCED HS1034 USGS QUAD - SNELLING (1962) HS1034 HS1034 *CURRENT SURVEY CONTROL HS1034 ___________________________________________________________________ HS1034* NAD 83(1986)- 37 31 07. (N) 120 27 33. (W) SCALED HS1034* NAVD 88 - 73.85 (+/-2cm) 242.3 (feet) VERTCON HS1034 ___________________________________________________________________ HS1034 GEOID HEIGHT- -30.93 (meters) GEOID99 HS1034 HS1034 VERT ORDER - FIRST CLASS II (See Below) HS1034 HS1034.The horizontal coordinates were scaled from a topographic map and have HS1034.an estimated accuracy of +/- 6 seconds. HS1034 HS1034.The NAVD 88 height was computed by applying the VERTCON shift value to HS1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1034.The vertical order pertains to the superseded datum. HS1034 HS1034.The geoid height was determined by GEOID99. HS1034 HS1034; North East Units Estimated Accuracy HS1034;SPC CA 3 - 613,050. 2,003,610. MT (+/- 180 meters Scaled) HS1034 HS1034 SUPERSEDED SURVEY CONTROL HS1034 HS1034 NGVD 29 - 73.137 (m) 239.95 (f) ADJ UNCH 1 2 HS1034 HS1034.Superseded values are not recommended for survey control. HS1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1034.See file dsdata.txt to determine how the superseded data were derived. HS1034 HS1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG245554(NAD 83) HS1034_MARKER: DB = BENCH MARK DISK HS1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1034_STAMPING: T 236 1935 HS1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1034+STABILITY: SURFACE MOTION HS1034 HS1034 HISTORY - Date Condition Report By HS1034 HISTORY - 1935 MONUMENTED CGS HS1034 HISTORY - 1958 GOOD NGS HS1034 HISTORY - 20030806 MARK NOT FOUND INDIV HS1034 HS1034 STATION DESCRIPTION HS1034 HS1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 HS1034'1.2 MI W FROM SNELLING. HS1034'0.2 MILE NORTH ALONG MONTGOMERY STREET (HALTERMAN ROAD) FROM THE HS1034'JUNCTION OF LEWIS STREET AT SNELLING, THENCE 1.0 MILE WEST ALONG HS1034'A TRACK ROAD ON THE TOP OF AN ABANDONED RAILROAD GRADE, IN HS1034'R14E T5S S8, 49 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, HS1034'22 FEET NORTH OF TELEPHONE POLE 631 E-41, 1.4 FEET SOUTHEAST OF HS1034'A FENCE, 1.0 FOOT SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET HS1034'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST HS1034'PROJECTING 0.4 FOOT ABOVE THE GROUND. HS1034 HS1034 STATION RECOVERY (2003) HS1034 HS1034'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SLB) HS1034'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 AH2571 *********************************************************************** AH2571 DESIGNATION - U 236 RESET AH2571 PID - AH2571 AH2571 STATE/COUNTY- CA/MERCED AH2571 USGS QUAD - YOSEMITE LAKE (1987) AH2571 AH2571 *CURRENT SURVEY CONTROL AH2571 ___________________________________________________________________ AH2571* NAD 83(1986)- 37 29 58. (N) 120 28 42. (W) SCALED AH2571* NAVD 88 - 67.78 (+/-2cm) 222.4 (feet) VERTCON AH2571 ___________________________________________________________________ AH2571 GEOID HEIGHT- -31.05 (meters) GEOID99 AH2571 AH2571 VERT ORDER - THIRD (See Below) AH2571 AH2571.The horizontal coordinates were scaled from a topographic map and have AH2571.an estimated accuracy of +/- 6 seconds. AH2571 AH2571.The NAVD 88 height was computed by applying the VERTCON shift value to AH2571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH2571.The vertical order pertains to the superseded datum. AH2571 AH2571.The geoid height was determined by GEOID99. AH2571 AH2571; North East Units Estimated Accuracy AH2571;SPC CA 3 - 610,920. 2,001,920. MT (+/- 180 meters Scaled) AH2571 AH2571 SUPERSEDED SURVEY CONTROL AH2571 AH2571 NGVD 29 - 67.07 (m) 220.0 (f) RESET 3 AH2571 AH2571.Superseded values are not recommended for survey control. AH2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH2571.See file dsdata.txt to determine how the superseded data were derived. AH2571 AH2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG229532(NAD 83) AH2571_MARKER: DV = VERTICAL CONTROL DISK AH2571_SETTING: 32 = CULVERT HEADWALL AH2571_STAMPING: U 236 RESET 1975 AH2571_MARK LOGO: NGS AH2571_PROJECTION: FLUSH AH2571_MAGNETIC: N = NO MAGNETIC MATERIAL AH2571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH2571+STABILITY: SURFACE MOTION AH2571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH2571+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003 AH2571 AH2571 HISTORY - Date Condition Report By AH2571 HISTORY - 1975 MONUMENTED NGS AH2571 HISTORY - 20030806 GOOD INDIV AH2571 AH2571 STATION DESCRIPTION AH2571 AH2571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 AH2571'2.7 MILES (4.3 KM) SOUTHWEST ALONG STATE HIGHWAY 59 TOWARDS MERCED AH2571'FROM THE POST OFFICE AT SNELLING, SET IN THE TOP OF THE SOUTHEAST AH2571'CONCRETE HEADWALL OF A 36 NCH CONCRETE PIPE CULVERT UNDER THE HIGHWAY, AH2571'28.0 FEET (8.5 M) NORTHWEST OF A FENCE LINE, 22.5 FEET (6.9 M) AH2571'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.9 FEET (27.4 CM) AH2571'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL AND ABOUT 2 FEET (0.6 AH2571'M) LOWER THAN THE HIGHWAY. AH2571 AH2571 STATION RECOVERY (2003) AH2571 AH2571'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SLB) AH2571'FOUND 4-INCH BRASS DISK IN THE SW END OF A CONCRETE CULVERT HEADWALL, AH2571'ON THE SW SIDE OF HWY NO. 59. 6FT. SE OF THE SE EDGE OF PAVEMENT. AH2571'APPROXIMATELY 2FT. BELOW THE HWY. LOCATED 0.12 MILES NE ALONG HWY NO. AH2571'59 AT THE INTERSECTION OF THE HWY AND TURLOCK ROAD. MARK IN EXCELLENT AH2571'CONDITION. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 HS1218 *********************************************************************** HS1218 DESIGNATION - X 941 HS1218 PID - HS1218 HS1218 STATE/COUNTY- CA/MERCED HS1218 USGS QUAD - YOSEMITE LAKE (1987) HS1218 HS1218 *CURRENT SURVEY CONTROL HS1218 ___________________________________________________________________ HS1218* NAD 83(1986)- 37 28 15. (N) 120 30 03. (W) SCALED HS1218* NAVD 88 - 62.72 (+/-2cm) 205.8 (feet) VERTCON HS1218 ___________________________________________________________________ HS1218 GEOID HEIGHT- -31.20 (meters) GEOID99 HS1218 HS1218 VERT ORDER - FIRST CLASS II (See Below) HS1218 HS1218.The horizontal coordinates were scaled from a topographic map and have HS1218.an estimated accuracy of +/- 6 seconds. HS1218 HS1218.The NAVD 88 height was computed by applying the VERTCON shift value to HS1218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1218.The vertical order pertains to the superseded datum. HS1218 HS1218.The geoid height was determined by GEOID99. HS1218 HS1218; North East Units Estimated Accuracy HS1218;SPC CA 3 - 607,740. 1,999,930. MT (+/- 180 meters Scaled) HS1218 HS1218 SUPERSEDED SURVEY CONTROL HS1218 HS1218 NGVD 29 - 62.004 (m) 203.42 (f) ADJ UNCH 1 2 HS1218 HS1218.Superseded values are not recommended for survey control. HS1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1218.See file dsdata.txt to determine how the superseded data were derived. HS1218 HS1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG210500(NAD 83) HS1218_MARKER: DB = BENCH MARK DISK HS1218_SETTING: 36 = BRIDGE CURB HS1218_STAMPING: X 941 1958 HS1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS1218 HS1218 HISTORY - Date Condition Report By HS1218 HISTORY - 1958 MONUMENTED CGS HS1218 HISTORY - 20030806 POOR INDIV HS1218 HS1218 STATION DESCRIPTION HS1218 HS1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 HS1218'5.8 MI SW FROM SNELLING. HS1218'5.75 MILES SOUTHWEST ALONG SNELLING-MERCED ROAD FROM THE HS1218'INTERSECTION OF HALTERMAN ROAD AT SNELLING, IN R13E T5S S25, AT HS1218'CONCRETE BRIDGE 39-71 OVER THE MERCED RIVER, IN THE TOP OF THE HS1218'NORTHWEST END OF THE NORTHEAST CONCRETE CURB, 15 FEET NORTHEAST HS1218'OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT HIGHER THAN HS1218'THE ROAD. HS1218 HS1218 STATION RECOVERY (2003) HS1218 HS1218'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SLB) HS1218'FOUND 4-INCH BRASS DISK SET IN THE TOP OF 10-INCH DIAMETER CONCRETE HS1218'POST. 0.35 FT. ABOVE THE GROUND. HS1218'APPROXIMATELY 10 FT. S OF A WOODEN POWER POLE. APPROXIMATELY 13 FT. W HS1218'OF THE W EDGE OF PAVEMENT OF 3RD ST. SE OF THE POST OFFICE IN HS1218'SNELLING, ON THE SW CORNER OF THE INTERSECTION OF 3RD ST. AND HWY NO. HS1218'59. DISK WAS DEFACED, THOUGH PORTIONS ARE STILL READABLE. A MAJOR HS1218'SCRAPE IS VISIBLE ON THE WEST SIDE OF THE DESK. THE CONCRETE POST IS HS1218'ALSO TILTED, AND APPEARS TO HAVE BEEN IMPACTED ON ITS WEST SIDE. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 HS1033 *********************************************************************** HS1033 DESIGNATION - Z 942 HS1033 PID - HS1033 HS1033 STATE/COUNTY- CA/MERCED HS1033 USGS QUAD - SNELLING (1962) HS1033 HS1033 *CURRENT SURVEY CONTROL HS1033 ___________________________________________________________________ HS1033* NAD 83(1986)- 37 30 57. (N) 120 27 10. (W) SCALED HS1033* NAVD 88 - 75.55 (+/-2cm) 247.9 (feet) VERTCON HS1033 ___________________________________________________________________ HS1033 GEOID HEIGHT- -30.92 (meters) GEOID99 HS1033 HS1033 VERT ORDER - FIRST CLASS II (See Below) HS1033 HS1033.The horizontal coordinates were scaled from a topographic map and have HS1033.an estimated accuracy of +/- 6 seconds. HS1033 HS1033.The NAVD 88 height was computed by applying the VERTCON shift value to HS1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HS1033.The vertical order pertains to the superseded datum. HS1033 HS1033.The geoid height was determined by GEOID99. HS1033 HS1033; North East Units Estimated Accuracy HS1033;SPC CA 3 - 612,740. 2,004,180. MT (+/- 180 meters Scaled) HS1033 HS1033 SUPERSEDED SURVEY CONTROL HS1033 HS1033 NGVD 29 - 74.838 (m) 245.53 (f) ADJ UNCH 1 2 HS1033 HS1033.Superseded values are not recommended for survey control. HS1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS1033.See file dsdata.txt to determine how the superseded data were derived. HS1033 HS1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG251551(NAD 83) HS1033_MARKER: DB = BENCH MARK DISK HS1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS1033_STAMPING: Z 942 1958 HS1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS1033+STABILITY: SURFACE MOTION HS1033 HS1033 HISTORY - Date Condition Report By HS1033 HISTORY - 1958 MONUMENTED CGS HS1033 HISTORY - 20030806 MARK NOT FOUND INDIV HS1033 HS1033 STATION DESCRIPTION HS1033 HS1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 HS1033'0.8 MI SW FROM SNELLING. HS1033'0.8 MILE SOUTHWEST ALONG SNELLING-MERCED ROAD FROM THE HS1033'INTERSECTION OF HALTERMAN ROAD (MONTGOMERY STREET) AT SNELLING, HS1033'34 FEET NORTHEAST OF THE CENTER OF THE T JUNCTION OF AN ASPHALT HS1033'ROAD LEADING SOUTH TO MERCED, 30 FEET NORTH OF THE CENTER LINE HS1033'OF THE ROAD, 5 1/2 FEET EAST OF A POWER LINE POLE, 5 FEET EAST HS1033'OF A FENCE CORNER POST, 1 FOOT SOUTH OF A FENCE, 1.6 FEET WEST HS1033'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP HS1033'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. HS1033 HS1033 STATION RECOVERY (2003) HS1033 HS1033'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SLB) HS1033'SEARCHED 300 FT. LENGTH NORTH OF HWY NO. 59. NEAR INTERSECTION OF HWY HS1033'AND SNELLING ROAD. LOCATED POWERPOLE AND FENCE LIKELY NAMED IN HS1033'DESCRIPTION. MARK WAS NOT FOUND. WITNESS POST WAS NOT FOUND. HS1033'