1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU0672 *********************************************************************** GU0672 DESIGNATION - B 677 RESET 1969 GU0672 PID - GU0672 GU0672 STATE/COUNTY- CA/FRESNO GU0672 USGS QUAD - FIREBAUGH (1984) GU0672 GU0672 *CURRENT SURVEY CONTROL GU0672 ___________________________________________________________________ GU0672* NAD 83(1986)- 36 50 44. (N) 120 27 00. (W) SCALED GU0672* NAVD 88 - 45.91 (+/-2cm) 150.6 (feet) VERTCON GU0672 ___________________________________________________________________ GU0672 GEOID HEIGHT- -33.22 (meters) GEOID99 GU0672 GU0672 VERT ORDER - THIRD (See Below) GU0672 GU0672.The horizontal coordinates were scaled from a topographic map and have GU0672.an estimated accuracy of +/- 6 seconds. GU0672 GU0672.The NAVD 88 height was computed by applying the VERTCON shift value to GU0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU0672.The vertical order pertains to the superseded datum. GU0672 GU0672.The geoid height was determined by GEOID99. GU0672 GU0672; North East Units Estimated Accuracy GU0672;SPC CA 4 - 668,780. 1,870,680. MT (+/- 180 meters Scaled) GU0672 GU0672 SUPERSEDED SURVEY CONTROL GU0672 GU0672 NGVD 29 - 45.21 (m) 148.3 (f) RESET 3 GU0672 GU0672.Superseded values are not recommended for survey control. GU0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0672.See file dsdata.txt to determine how the superseded data were derived. GU0672 GU0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF273807(NAD 83) GU0672_MARKER: DB = BENCH MARK DISK GU0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU0672_STAMPING: B 677 RESET 1969 GU0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU0672+STABILITY: SURFACE MOTION GU0672 GU0672 HISTORY - Date Condition Report By GU0672 HISTORY - 1969 MONUMENTED CADH GU0672 HISTORY - 1971 GOOD GU0672 GU0672 STATION DESCRIPTION GU0672 GU0672'DESCRIBED 1971 GU0672'0.9 MI S FROM FIREBAUGH. GU0672'0.9 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM GU0672'THE STATION AT FIREBAUGH, ABOUT 100 YARDS EAST OF THE TRACK, 50 GU0672'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET WEST OF THE GU0672'TOE OF FILL SLOPE OF ROADWAY EMBANKMENT, ABOUT 180 FEET SOUTH GU0672'OF THE ABANDONED HELM CANAL, SET IN THE TOP OF A 1 FOOT X 1 FOOT GU0672'CONCRETE POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT0734 *********************************************************************** GT0734 DESIGNATION - B 962 RESET GT0734 PID - GT0734 GT0734 STATE/COUNTY- CA/FRESNO GT0734 USGS QUAD - WESTHAVEN (1981) GT0734 GT0734 *CURRENT SURVEY CONTROL GT0734 ___________________________________________________________________ GT0734* NAD 83(1986)- 36 12 38. (N) 119 59 41. (W) SCALED GT0734* NAVD 88 - 82.08 (+/-2cm) 269.3 (feet) VERTCON GT0734 ___________________________________________________________________ GT0734 GEOID HEIGHT- -33.89 (meters) GEOID99 GT0734 GT0734 VERT ORDER - THIRD (See Below) GT0734 GT0734.The horizontal coordinates were scaled from a topographic map and have GT0734.an estimated accuracy of +/- 6 seconds. GT0734 GT0734.The NAVD 88 height was computed by applying the VERTCON shift value to GT0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0734.The vertical order pertains to the superseded datum. GT0734 GT0734.The geoid height was determined by GEOID99. GT0734 GT0734; North East Units Estimated Accuracy GT0734;SPC CA 4 - 597,800. 1,910,560. MT (+/- 180 meters Scaled) GT0734 GT0734 SUPERSEDED SURVEY CONTROL GT0734 GT0734 NGVD 29 - 81.20 (m) 266.4 (f) RESET 3 GT0734 GT0734.Superseded values are not recommended for survey control. GT0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0734.See file dsdata.txt to determine how the superseded data were derived. GT0734 GT0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA307114(NAD 83) GT0734_MARKER: DB = BENCH MARK DISK GT0734_SETTING: 30 = CONCRETE COLLAR AT BASE GT0734_STAMPING: B 962 RESET 1975 GT0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GT0734 GT0734 HISTORY - Date Condition Report By GT0734 HISTORY - 1975 MONUMENTED NGS GT0734 GT0734 STATION DESCRIPTION GT0734 GT0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 GT0734'9.5 MI E FROM HURON. GT0734'1.5 MILES SOUTH ALONG LASSEN AVENUE FROM THE POST OFFICE AT GT0734'HURON, THENCE 6.0 MILES EAST ALONG GALE AVENUE, THENCE 2.0 GT0734'MILES NORTH ALONG JAMESEN AVENUE, AT THE INTERSECTION OF AN GT0734'EAST-WEST DIRT ROAD, AT A VERTICAL, 4-FOOT-HIGH, 12-INCH WATER GT0734'OUTLET PIPE WITH A SMALL METER MOUNTED ON TOP, SET IN THE TOP OF GT0734'AN 8-INCH CONCRETE COLLAR AT THE BASE OF THE PIPE, 27 FEET EAST GT0734'OF THE CENTER LINE OF THE AVENUE, 45 FEET NORTH OF THE CENTER GT0734'LINE OF THE DIRT ROAD, 0.6 FOOT SOUTHWEST OF THE SOUTHWEST GT0734'SIDE OF THE PIPE, FLUSH WITH THE GROUND, AND ABOUT 1 FOOT GT0734'LOWER THAN THE AVENUE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU1714 *********************************************************************** GU1714 DESIGNATION - E 156 RESET 1970 GU1714 PID - GU1714 GU1714 STATE/COUNTY- CA/FRESNO GU1714 USGS QUAD - CURRY MOUNTAIN (1969) GU1714 GU1714 *CURRENT SURVEY CONTROL GU1714 ___________________________________________________________________ GU1714* NAD 83(1986)- 36 05 45. (N) 120 27 04. (W) SCALED GU1714* NAVD 88 - 313.33 (+/-2cm) 1028.0 (feet) VERTCON GU1714 ___________________________________________________________________ GU1714 GEOID HEIGHT- -33.13 (meters) GEOID99 GU1714 GU1714 VERT ORDER - THIRD (See Below) GU1714 GU1714.The horizontal coordinates were scaled from a topographic map and have GU1714.an estimated accuracy of +/- 6 seconds. GU1714 GU1714.The NAVD 88 height was computed by applying the VERTCON shift value to GU1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU1714.The vertical order pertains to the superseded datum. GU1714 GU1714.The geoid height was determined by GEOID99. GU1714 GU1714; North East Units Estimated Accuracy GU1714;SPC CA 4 - 585,600. 1,869,330. MT (+/- 180 meters Scaled) GU1714 GU1714 SUPERSEDED SURVEY CONTROL GU1714 GU1714 NGVD 29 - 312.33 (m) 1024.7 (f) RESET 3 GU1714 GU1714.Superseded values are not recommended for survey control. GU1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU1714.See file dsdata.txt to determine how the superseded data were derived. GU1714 GU1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE294975(NAD 83) GU1714_MARKER: DB = BENCH MARK DISK GU1714_SETTING: 36 = BRIDGE GU1714_STAMPING: E 156 RESET 1970 GU1714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GU1714 GU1714 HISTORY - Date Condition Report By GU1714 HISTORY - 1970 MONUMENTED CADH GU1714 HISTORY - 1971 GOOD GU1714 HISTORY - 1985 MARK NOT FOUND NGS GU1714 GU1714 STATION DESCRIPTION GU1714 GU1714'DESCRIBED 1971 GU1714'7.6 MI SW FROM COALINGA. GU1714'0.1 MILE SOUTHEAST ALONG FIFTH STREET FROM THE POST OFFICE AT GU1714'COALINGA, 7.6 MILES SOUTHWEST ALONG STATE HIGHWAY 198, IN GU1714'SECTION 22, T 21 S, R 14 E, SET IN THE DECK OF HIGHWAY BRIDGE GU1714'NO. 42-09, 15.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, GU1714'0.5 FOOT SOUTH OF THE BRIDGE RAILING AND 0.5 FOOT FROM THE GU1714'EAST END OF THE BRIDGE DECK. GU1714 GU1714 STATION RECOVERY (1985) GU1714 GU1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 GU1714'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU4303 *********************************************************************** GU4303 DESIGNATION - F 1157 RESET GU4303 PID - GU4303 GU4303 STATE/COUNTY- CA/FRESNO GU4303 USGS QUAD - CALFLAX (1971) GU4303 GU4303 *CURRENT SURVEY CONTROL GU4303 ___________________________________________________________________ GU4303* NAD 83(1986)- 36 20 30. (N) 120 06 09. (W) SCALED GU4303* NAVD 88 - 81.05 (+/-2cm) 265.9 (feet) VERTCON GU4303 ___________________________________________________________________ GU4303 GEOID HEIGHT- -33.72 (meters) GEOID99 GU4303 GU4303 VERT ORDER - THIRD (See Below) GU4303 GU4303.The horizontal coordinates were scaled from a topographic map and have GU4303.an estimated accuracy of +/- 6 seconds. GU4303 GU4303.The NAVD 88 height was computed by applying the VERTCON shift value to GU4303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU4303.The vertical order pertains to the superseded datum. GU4303 GU4303.The geoid height was determined by GEOID99. GU4303 GU4303; North East Units Estimated Accuracy GU4303;SPC CA 4 - 612,450. 1,901,030. MT (+/- 180 meters Scaled) GU4303 GU4303 SUPERSEDED SURVEY CONTROL GU4303 GU4303 NGVD 29 - 80.13 (m) 262.9 (f) RESET 3 GU4303 GU4303.Superseded values are not recommended for survey control. GU4303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU4303.See file dsdata.txt to determine how the superseded data were derived. GU4303 GU4303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF600257(NAD 83) GU4303_MARKER: DV = VERTICAL CONTROL DISK GU4303_SETTING: 31 = CURB GU4303_STAMPING: F 1157 RESET 1985 GU4303_MARK LOGO: NGS GU4303_MAGNETIC: N = NO MAGNETIC MATERIAL GU4303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GU4303 GU4303 HISTORY - Date Condition Report By GU4303 HISTORY - 1985 MONUMENTED CA-019 GU4303 GU4303 STATION DESCRIPTION GU4303 GU4303'DESCRIBED BY FRESNO COUNTY CALIFORNIA 1985 GU4303'6.0 MILES (9.7 KM) ALONG LASSEN AVENUE SOUTH OF THE FIVE POINT GU4303'INTERSECTION AT FIVE POINTS, 175 FEET (53.3 M) SOUTHEAST OF THE GU4303'CENTER OF THE INTERSECTION OF OAKLAND AVENUE, IN A CONCRETE PLANTER GU4303'CURB AT CALFAX STORE, 77.5 FEET (23.6 M) EAST OF THE CENTERLINE OF GU4303'LASSEN AVENUE, 156.9 FEET (47.8 M) SOUTH OF THE CENTERLINE OF OAKLAND GU4303'AVENUE, 32 FEET (9.8 M) WEST NORTHWEST OF NORTHWEST CORNER OF CALFAX GU4303'STORE, 104.2 FEET (31.8 M) SOUTHEAST OF SHINER IN TRANSFORMER POLE, GU4303'3.6 FEET (1.1 M) SOUTH OF NW CORNER CURB, ABOUT 1/2 FOOT LOWER THAN GU4303'THE CENTER OF THE INTERSECTION AND 1/2 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU4305 *********************************************************************** GU4305 DESIGNATION - F 805 RESET GU4305 PID - GU4305 GU4305 STATE/COUNTY- CA/FRESNO GU4305 USGS QUAD - HURON (1971) GU4305 GU4305 *CURRENT SURVEY CONTROL GU4305 ___________________________________________________________________ GU4305* NAD 83(1986)- 36 12 13. (N) 120 06 08. (W) SCALED GU4305* NAVD 88 - 109.96 (+/-2cm) 360.8 (feet) VERTCON GU4305 ___________________________________________________________________ GU4305 GEOID HEIGHT- -33.98 (meters) GEOID99 GU4305 GU4305 VERT ORDER - THIRD (See Below) GU4305 GU4305.The horizontal coordinates were scaled from a topographic map and have GU4305.an estimated accuracy of +/- 6 seconds. GU4305 GU4305.The NAVD 88 height was computed by applying the VERTCON shift value to GU4305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU4305.The vertical order pertains to the superseded datum. GU4305 GU4305.The geoid height was determined by GEOID99. GU4305 GU4305; North East Units Estimated Accuracy GU4305;SPC CA 4 - 597,140. 1,900,880. MT (+/- 180 meters Scaled) GU4305 GU4305 SUPERSEDED SURVEY CONTROL GU4305 GU4305 NGVD 29 - 109.06 (m) 357.8 (f) RESET 3 GU4305 GU4305.Superseded values are not recommended for survey control. GU4305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU4305.See file dsdata.txt to determine how the superseded data were derived. GU4305 GU4305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF605104(NAD 83) GU4305_MARKER: DV = VERTICAL CONTROL DISK GU4305_SETTING: 31 = CURB GU4305_STAMPING: F 805 RESET 1980 GU4305_MARK LOGO: NGS GU4305_MAGNETIC: N = NO MAGNETIC MATERIAL GU4305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GU4305 GU4305 HISTORY - Date Condition Report By GU4305 HISTORY - 1980 MONUMENTED RBNF GU4305 GU4305 STATION DESCRIPTION GU4305 GU4305'DESCRIBED BY RESEARCHED BUT NOT FOUND 1980 GU4305'IN HURON, AT THE NORTHEAST CORNER OF A T-INTERSECTION OF LASSEN GU4305'AVENUE AND 10TH STREET, 39 FEET (11.9 M) WEST OF THE CENTERLINE OF GU4305'10TH STREET, 36.5 FEET (11.1 M) EAST OF THE CENTERLINE OF LASSEN GU4305'AVENUE, 5.5 FEET (1.7 M) SOUTH OF POWERLINE POLE NUMBER 43, 3.5 FEET GU4305'(1.1 M) SOUTHWEST OF A FIRE HYDRANT, ABOUT 200 FEET (61.0 M) NORTH OF GU4305'A RAILROAD CROSSING, IN TOP OF A CONCRETE CURB. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HR0917 *********************************************************************** HR0917 DESIGNATION - G 703 RESET HR0917 PID - HR0917 HR0917 STATE/COUNTY- CA/FRESNO HR0917 USGS QUAD - AUBERRY (1983) HR0917 HR0917 *CURRENT SURVEY CONTROL HR0917 ___________________________________________________________________ HR0917* NAD 83(1986)- 37 03 57. (N) 119 29 36. (W) SCALED HR0917* NAVD 88 - 582.40 (+/-2cm) 1910.8 (feet) VERTCON HR0917 ___________________________________________________________________ HR0917 GEOID HEIGHT- -29.70 (meters) GEOID99 HR0917 HR0917 VERT ORDER - THIRD (See Below) HR0917 HR0917.The horizontal coordinates were scaled from a topographic map and have HR0917.an estimated accuracy of +/- 6 seconds. HR0917 HR0917.The NAVD 88 height was computed by applying the VERTCON shift value to HR0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HR0917.The vertical order pertains to the superseded datum. HR0917 HR0917.The geoid height was determined by GEOID99. HR0917 HR0917; North East Units Estimated Accuracy HR0917;SPC CA 4 - 692,360. 1,956,130. MT (+/- 180 meters Scaled) HR0917 HR0917 SUPERSEDED SURVEY CONTROL HR0917 HR0917 NGVD 29 - 581.54 (m) 1907.9 (f) RESET 3 HR0917 HR0917.Superseded values are not recommended for survey control. HR0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0917.See file dsdata.txt to determine how the superseded data were derived. HR0917 HR0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB783050(NAD 83) HR0917_MARKER: DB = BENCH MARK DISK HR0917_SETTING: 30 = CULVERT HR0917_STAMPING: G 703 RESET 1975 HR0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HR0917 HR0917 HISTORY - Date Condition Report By HR0917 HISTORY - 1975 MONUMENTED NGS HR0917 HISTORY - 1978 GOOD USGS HR0917 HR0917 STATION DESCRIPTION HR0917 HR0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 HR0917'1 MI S FROM AUBERRY. HR0917'1.0 MILE SOUTH ALONG AUBERRY ROAD FROM POST OFFICE AT AUBERRY, HR0917'FRESNO COUNTY, AT A Y-ROAD JUNCTION, ABOUT 116 FEET NORTH OF THE HR0917'CENTERLINE LUMBER MILL DRIVEWAY, 16.4 FEET EAST OF THE CENTERLINE HR0917'OF AUBERRY ROAD AT THE NORTHEAST CORNER OF A CULVERT (LITTLE SANDY HR0917'CREEK) AND IN THE TOP OF THE CONCRETE WINGWALL. HR0917 HR0917 STATION RECOVERY (1978) HR0917 HR0917'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 HR0917'AUBERRY POST OFFICE, 0.8 MI. SOUTH OF, ALONG AUBERRY RD. ON THE NE HR0917'CORNER OF A BRIDGE. 16 FT. EAST OF CENTERLINE OF RD., 5.5 FT. SOUTH HR0917'OF WEST END OF FENCE, ABOUT 6 INCHES LOWER THAN THE ROAD. IN THE TOP HR0917'OF THE CONCRETE ABUTMENT. STANDARD TABLET STAMPED G 703 RESET 1975. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU2870 *********************************************************************** GU2870 DESIGNATION - GUIJARRAL RM 3 GU2870 PID - GU2870 GU2870 STATE/COUNTY- CA/FRESNO GU2870 USGS QUAD - GUIJARRAL HILLS (1971) GU2870 GU2870 *CURRENT SURVEY CONTROL GU2870 ___________________________________________________________________ GU2870* NAD 83(1986)- 36 09 04. (N) 120 14 06. (W) SCALED GU2870* NAVD 88 - 223.99 (+/-2cm) 734.9 (feet) VERTCON GU2870 ___________________________________________________________________ GU2870 GEOID HEIGHT- -33.84 (meters) GEOID99 GU2870 GU2870 VERT ORDER - THIRD (See Below) GU2870 GU2870.The horizontal coordinates were scaled from a topographic map and have GU2870.an estimated accuracy of +/- 6 seconds. GU2870 GU2870.The NAVD 88 height was computed by applying the VERTCON shift value to GU2870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU2870.The vertical order pertains to the superseded datum. GU2870 GU2870.The geoid height was determined by GEOID99. GU2870 GU2870; North East Units Estimated Accuracy GU2870;SPC CA 4 - 591,460. 1,888,870. MT (+/- 180 meters Scaled) GU2870 GU2870 SUPERSEDED SURVEY CONTROL GU2870 GU2870 NGVD 29 - 223.08 (m) 731.9 (f) RESET 3 GU2870 GU2870.Superseded values are not recommended for survey control. GU2870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU2870.See file dsdata.txt to determine how the superseded data were derived. GU2870 GU2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF487042(NAD 83) GU2870_MARKER: DR = REFERENCE MARK DISK GU2870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU2870_STAMPING: GUIJARRAL 1944 NO 3 1975 GU2870_MARK LOGO: NGS GU2870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU2870+STABILITY: SURFACE MOTION GU2870 GU2870 HISTORY - Date Condition Report By GU2870 HISTORY - 1975 MONUMENTED NGS GU2870 HISTORY - 1983 POOR NGS GU2870 GU2870 STATION DESCRIPTION GU2870 GU2870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 GU2870'6.5 MI E FROM COALINGA. GU2870'THE BENCH MARK CAN BE REACHED FROM THE JUNCTION OF STATE HIGHWAYS GU2870'33 AND 198 IN COALINGA BY DRIVING EAST ON STATE HIGHWAY 33 FOR GU2870'5.0 MILES TO ITS JUNCTION WITH JAYNE AVENUE AT THE PLEASANT GU2870'VALLEY FIRE STATION ON THE LEFT. CONTINUE EAST ON JAYNE AVENUE GU2870'FOR 2.5 MILES, THENCE TURN LEFT AND DRIVE NORTH ON A GRAVELED GU2870'ROAD FOR 0.6 MILE TO A Y-FORK. CONTINUE NORTH FOR 0.15 MILE GU2870'TO A Y-FORK, THENCE CONTINUE THE LEFT FORK WESTERLY FOR 0.35 GU2870'MILE TO TWO LARGE STEEL TANKS, THENCE CONTINUE NORTHWEST FOR GU2870'0.1 MILE TO A Y-FORK AND THE BENCH MARK AS DESCRIBED BELOW. GU2870'THE BENCH MARK IS CEMENTED IN A DRILL HOLE IN THE TOP OF A GU2870'10 INCHES IN DIAMETER CONCRETE POST THAT ALSO SUPPORTS A METAL GU2870'FENCE POST. IT IS 47 FEET SOUTH OF AN EAST-WEST ROAD, 29.76 FEET GU2870'NORTH-NORTHWEST OF TRIANGULATION STATION GUIJARRAL 1944, 0.5 FOOT GU2870'SOUTH OF AN EAST-WEST FENCE AND 0.2 FOOT SOUTHWEST OF THE METAL GU2870'FENCE POST. GU2870 GU2870 STATION RECOVERY (1983) GU2870 GU2870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 GU2870'RECOVERED IN POOR CONDITION. UNFIT FOR LEVELS. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT1623 *********************************************************************** GT1623 DESIGNATION - H 1036 RESET GT1623 PID - GT1623 GT1623 STATE/COUNTY- CA/FRESNO GT1623 USGS QUAD - CLOVIS (1981) GT1623 GT1623 *CURRENT SURVEY CONTROL GT1623 ___________________________________________________________________ GT1623* NAD 83(1986)- 36 51 33. (N) 119 42 38. (W) SCALED GT1623* NAVD 88 - 114.97 (+/-2cm) 377.2 (feet) VERTCON GT1623 ___________________________________________________________________ GT1623 GEOID HEIGHT- -31.50 (meters) GEOID99 GT1623 GT1623 VERT ORDER - THIRD (See Below) GT1623 GT1623.The horizontal coordinates were scaled from a topographic map and have GT1623.an estimated accuracy of +/- 6 seconds. GT1623 GT1623.The NAVD 88 height was computed by applying the VERTCON shift value to GT1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT1623.The vertical order pertains to the superseded datum. GT1623 GT1623.The geoid height was determined by GEOID99. GT1623 GT1623; North East Units Estimated Accuracy GT1623;SPC CA 4 - 669,540. 1,936,640. MT (+/- 180 meters Scaled) GT1623 GT1623 SUPERSEDED SURVEY CONTROL GT1623 GT1623 NGVD 29 - 114.20 (m) 374.7 (f) RESET 3 GT1623 GT1623.Superseded values are not recommended for survey control. GT1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1623.See file dsdata.txt to determine how the superseded data were derived. GT1623 GT1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA583826(NAD 83) GT1623_MARKER: DB = BENCH MARK DISK GT1623_SETTING: 30 = IRRIGATION DITCH GT1623_STAMPING: H 1036 RESET 1974 GT1623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GT1623 GT1623 HISTORY - Date Condition Report By GT1623 HISTORY - 1974 MONUMENTED CA-019 GT1623 GT1623 STATION DESCRIPTION GT1623 GT1623'DESCRIBED BY FRESNO COUNTY CALIFORNIA 1974 GT1623'3 MI N FROM CLOVIS. GT1623'0.9 MILE NORTH ALONG CLOVIS AVENUE FROM THE SOUTHERN PACIFIC GT1623'RR. STATION AT CLOVIS, THENCE 0.45 MILE WEST ALONG HERNDON GT1623'AVENUE, THENCE 1.6 MILES NORTH ALONG MINNIEWAWA AVENUE, AT THE GT1623'CROSSING OF AN IRRIGATION DITCH, THE BENCH MARK SET IN CONCRETE GT1623'8 FEET EAST OF THE EAST FACE OF A 4 FT -5 IN X 7 FT -1 IN GT1623'IRRIGATION OUTLET BOX, AND 14 IN WEST OF WEST FACE OF 4 IN X 4 GT1623'IN WITNESS POST, 38 FEET WEST OF THE CENTER LINE OF THE AVENUE, GT1623'ABOUT 1 FOOT HIGHER THAN THE AVENUE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU4304 *********************************************************************** GU4304 DESIGNATION - H 1227 RESET GU4304 PID - GU4304 GU4304 STATE/COUNTY- CA/FRESNO GU4304 USGS QUAD - FIREBAUGH (1984) GU4304 GU4304 *CURRENT SURVEY CONTROL GU4304 ___________________________________________________________________ GU4304* NAD 83(1986)- 36 50 37. (N) 120 26 57. (W) SCALED GU4304* NAVD 88 - 47.92 (+/-2cm) 157.2 (feet) VERTCON GU4304 ___________________________________________________________________ GU4304 GEOID HEIGHT- -33.22 (meters) GEOID99 GU4304 GU4304 VERT ORDER - THIRD (See Below) GU4304 GU4304.The horizontal coordinates were scaled from a topographic map and have GU4304.an estimated accuracy of +/- 6 seconds. GU4304 GU4304.The NAVD 88 height was computed by applying the VERTCON shift value to GU4304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU4304.The vertical order pertains to the superseded datum. GU4304 GU4304.The geoid height was determined by GEOID99. GU4304 GU4304; North East Units Estimated Accuracy GU4304;SPC CA 4 - 668,560. 1,870,760. MT (+/- 180 meters Scaled) GU4304 GU4304 SUPERSEDED SURVEY CONTROL GU4304 GU4304 NGVD 29 - 47.22 (m) 154.9 (f) RESET 3 GU4304 GU4304.Superseded values are not recommended for survey control. GU4304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU4304.See file dsdata.txt to determine how the superseded data were derived. GU4304 GU4304_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF274805(NAD 83) GU4304_MARKER: DV = VERTICAL CONTROL DISK GU4304_SETTING: 31 = BRIDGE RAIL GU4304_STAMPING: H 1227 RESET 1984 GU4304_MARK LOGO: NGS GU4304_MAGNETIC: N = NO MAGNETIC MATERIAL GU4304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GU4304 GU4304 HISTORY - Date Condition Report By GU4304 HISTORY - 1984 MONUMENTED NGS GU4304 GU4304 STATION DESCRIPTION GU4304 GU4304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 GU4304'1.4 KM (0.85 MI) SOUTH ALONG STATE HIGHWAY 33 FROM FIREBAUGH, 0.46 GU4304'METERS (1.51 FT) NORTH FROM THE SOUTH END OF THE WEST BRIDGE RAIL OF GU4304'BRIDGE NUMBER 42134, ABOUT 1 METER (3.3 FT) ABOVE THE DECK, SET INTO GU4304'THE WEST CONCRETE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT0732 *********************************************************************** GT0732 DESIGNATION - H 514 RESET GT0732 PID - GT0732 GT0732 STATE/COUNTY- CA/FRESNO GT0732 USGS QUAD - WESTHAVEN (1981) GT0732 GT0732 *CURRENT SURVEY CONTROL GT0732 ___________________________________________________________________ GT0732* NAD 83(1986)- 36 11 47. (N) 119 59 41. (W) SCALED GT0732* NAVD 88 - 82.02 (+/-2cm) 269.1 (feet) VERTCON GT0732 ___________________________________________________________________ GT0732 GEOID HEIGHT- -33.92 (meters) GEOID99 GT0732 GT0732 VERT ORDER - THIRD (See Below) GT0732 GT0732.The horizontal coordinates were scaled from a topographic map and have GT0732.an estimated accuracy of +/- 6 seconds. GT0732 GT0732.The NAVD 88 height was computed by applying the VERTCON shift value to GT0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0732.The vertical order pertains to the superseded datum. GT0732 GT0732.The geoid height was determined by GEOID99. GT0732 GT0732; North East Units Estimated Accuracy GT0732;SPC CA 4 - 596,230. 1,910,540. MT (+/- 180 meters Scaled) GT0732 GT0732 SUPERSEDED SURVEY CONTROL GT0732 GT0732 NGVD 29 - 81.14 (m) 266.2 (f) RESET 3 GT0732 GT0732.Superseded values are not recommended for survey control. GT0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0732.See file dsdata.txt to determine how the superseded data were derived. GT0732 GT0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA307098(NAD 83) GT0732_MARKER: DB = BENCH MARK DISK GT0732_SETTING: 30 = CONCRETE COLLAR AT BASE GT0732_STAMPING: H 514 RESET 1975 GT0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GT0732 GT0732 HISTORY - Date Condition Report By GT0732 HISTORY - 1975 MONUMENTED NGS GT0732 GT0732 STATION DESCRIPTION GT0732 GT0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 GT0732'8.5 MI E FROM HURON. GT0732'1.5 MILES SOUTH ALONG LASSEN AVENUE FROM THE POST OFFICE AT GT0732'HURON, THENCE 6.0 MILES EAST ALONG GALE AVENUE, THENCE 1.0 GT0732'MILE NORTH ALONG JAMESON AVENUE, AT THE INTERSECTIN OF AN GT0732'EAST-WEST DIRT ROAD, AT A VERTICAL, 4-FOOT-HIGH, 12-INCH WATER GT0732'OUTLET PIPE WITH A SMALL METER MOUNTED ON TOP, SET IN THE TOP GT0732'OF AN 8-INCH CONCRETE COLLAR AT THE BASE OF THE PIPE, 32 FEET GT0732'EAST OF THE CENTER LINE OF THE AVENUE, 50 FEET SOUTH OF THE GT0732'CENTER LINE OF THE AVENUE, 50 FEET SOUTH OF THE CENTER LINE OF GT0732'THE DIRT ROAD, 0.6 FOOT NORTHWEST OF THE NORTHWEST SIDE OF THE GT0732'PIPE, 0.3 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH4458 *********************************************************************** AH4458 DESIGNATION - J 1036 RESET AH4458 PID - AH4458 AH4458 STATE/COUNTY- CA/FRESNO AH4458 USGS QUAD - CLOVIS (1981) AH4458 AH4458 *CURRENT SURVEY CONTROL AH4458 ___________________________________________________________________ AH4458* NAD 83(1986)- 36 52 17. (N) 119 42 38. (W) SCALED AH4458* NAVD 88 - 116.50 (+/-2cm) 382.2 (feet) VERTCON AH4458 ___________________________________________________________________ AH4458 GEOID HEIGHT- -31.48 (meters) GEOID99 AH4458 AH4458 VERT ORDER - THIRD (See Below) AH4458 AH4458.The horizontal coordinates were scaled from a topographic map and have AH4458.an estimated accuracy of +/- 6 seconds. AH4458 AH4458.The NAVD 88 height was computed by applying the VERTCON shift value to AH4458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4458.The vertical order pertains to the superseded datum. AH4458 AH4458.The geoid height was determined by GEOID99. AH4458 AH4458; North East Units Estimated Accuracy AH4458;SPC CA 4 - 670,900. 1,936,650. MT (+/- 180 meters Scaled) AH4458 AH4458 SUPERSEDED SURVEY CONTROL AH4458 AH4458 NGVD 29 - 115.74 (m) 379.7 (f) RESET 3 AH4458 AH4458.Superseded values are not recommended for survey control. AH4458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4458.See file dsdata.txt to determine how the superseded data were derived. AH4458 AH4458_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA583840(NAD 83) AH4458_MARKER: DV = VERTICAL CONTROL DISK AH4458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4458_STAMPING: J 1036 RESET 1976 AH4458_MARK LOGO: NGS AH4458_PROJECTION: FLUSH AH4458_MAGNETIC: N = NO MAGNETIC MATERIAL AH4458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4458+STABILITY: SURFACE MOTION AH4458 AH4458 HISTORY - Date Condition Report By AH4458 HISTORY - 1976 MONUMENTED CA-019 AH4458 AH4458 STATION DESCRIPTION AH4458 AH4458'DESCRIBED BY FRESNO COUNTY CALIFORNIA 1976 (JAW) AH4458'0.9 MILE (1.4 KM) NORTH ALONG CLOVIS AVENUE FROM THE SOUTHERN PACIFIC AH4458'RAILROAD STATION AT CLOVIS, THENCE 0.45 MILE (0.72 KM) WEST ALONG AH4458'HERNDON AVENUE, THENCE 2.45 MILES (3.94 KM) NORTH ALONG MINNIEWAWA AH4458'AVENUE, 700 FEET (213.4 M) SOUTH OF THE INTERSECTION OF PERRIN AVENUE, AH4458'ON THE EAST SIDE OF THE ROAD, SET IN CONCRETE FLUSH WITH THE GROUND, 1 AH4458'FOOT (0.3 M) WEST OF A CHAIN LINK FENCE AND 19 INCHES SOUTH OF THE AH4458'FENCELINE TO EAST, 29 FEET (8.8 M) EAST OF CENTERLINE OF ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH5761 *********************************************************************** AH5761 DESIGNATION - J 1196 RESET AH5761 PID - AH5761 AH5761 STATE/COUNTY- CA/FRESNO AH5761 USGS QUAD - HURON (1971) AH5761 AH5761 *CURRENT SURVEY CONTROL AH5761 ___________________________________________________________________ AH5761* NAD 83(1986)- 36 08 16. (N) 120 02 24. (W) SCALED AH5761* NAVD 88 - 91.97 (+/-2cm) 301.7 (feet) VERTCON AH5761 ___________________________________________________________________ AH5761 GEOID HEIGHT- -34.07 (meters) GEOID99 AH5761 AH5761 VERT ORDER - THIRD (See Below) AH5761 AH5761.The horizontal coordinates were scaled from a topographic map and have AH5761.an estimated accuracy of +/- 6 seconds. AH5761 AH5761.The NAVD 88 height was computed by applying the VERTCON shift value to AH5761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH5761.The vertical order pertains to the superseded datum. AH5761 AH5761.The geoid height was determined by GEOID99. AH5761 AH5761; North East Units Estimated Accuracy AH5761;SPC CA 4 - 589,770. 1,906,400. MT (+/- 180 meters Scaled) AH5761 AH5761 SUPERSEDED SURVEY CONTROL AH5761 AH5761 NGVD 29 - 91.12 (m) 298.9 (f) RESET 3 AH5761 AH5761.Superseded values are not recommended for survey control. AH5761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH5761.See file dsdata.txt to determine how the superseded data were derived. AH5761 AH5761_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF663032(NAD 83) AH5761_MARKER: DV = VERTICAL CONTROL DISK AH5761_SETTING: 35 = WATER TANK BASE AH5761_STAMPING: J 1196 RESET 1976 AH5761_MARK LOGO: NGS AH5761_PROJECTION: FLUSH AH5761_MAGNETIC: N = NO MAGNETIC MATERIAL AH5761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH5761+STABILITY: SURFACE MOTION AH5761 AH5761 HISTORY - Date Condition Report By AH5761 HISTORY - 1976 MONUMENTED NGS AH5761 AH5761 STATION DESCRIPTION AH5761 AH5761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AH5761'MARK IS CEMENTED IN A DRILL HOLE IN A MASS OF CONCRETE THAT IS THE AH5761'BASE OF THE SOUTHEAST LEG OF THE WATER TANK STANDING ON THE PROPERTY AH5761'OF B. E. GIOVANITTI COTTON GIN. IT IS 18.5 MILES (29.8 KM) EAST AH5761'ALONG JAYNE AVENUE FROM COALINGA, 4.5 MILES (7.2 KM) SOUTH AND 3.5 AH5761'MILES (5.6 KM) EAST FROM HURON, IN THE SW QUARTER OF S32 T20S R18E, AH5761'6.7 MILES (10.8 KM) EAST ALONG JAYNE AVENUE FROM ITS INTERCHANGE WITH AH5761'INTERSTATE HIGHWAY 5, 265 FEET (80.8 M) NORTH OF CENTERLINE OF JAYNE AH5761'AVENUE, 170.0 FEET (51.8 M) EAST OF CENTERLINE OF NORTH-SOUTH GRAVELED AH5761'COTTON GIN ROAD, 1.5 FEET (0.5 M) SOUTHWEST OF THE SOUTHEAST LEG OF AH5761'THE WATER TANK AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT IS AH5761'ABOUT 210 FEET (64.0 M) NORTHEAST OF THE CENTER OF THE 70 FOOT (21.3 AH5761'M) TRUCK SCALES. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH2566 *********************************************************************** AH2566 DESIGNATION - J 363 RESET AH2566 PID - AH2566 AH2566 STATE/COUNTY- CA/FRESNO AH2566 USGS QUAD - HERNDON (1978) AH2566 AH2566 *CURRENT SURVEY CONTROL AH2566 ___________________________________________________________________ AH2566* NAD 83(1986)- 36 44 59. (N) 119 53 13. (W) SCALED AH2566* NAVD 88 - 81.78 (+/-2cm) 268.3 (feet) VERTCON AH2566 ___________________________________________________________________ AH2566 GEOID HEIGHT- -32.34 (meters) GEOID99 AH2566 AH2566 VERT ORDER - THIRD (See Below) AH2566 AH2566.The horizontal coordinates were scaled from a topographic map and have AH2566.an estimated accuracy of +/- 6 seconds. AH2566 AH2566.The NAVD 88 height was computed by applying the VERTCON shift value to AH2566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH2566.The vertical order pertains to the superseded datum. AH2566 AH2566.The geoid height was determined by GEOID99. AH2566 AH2566; North East Units Estimated Accuracy AH2566;SPC CA 4 - 657,530. 1,920,800. MT (+/- 180 meters Scaled) AH2566 AH2566 SUPERSEDED SURVEY CONTROL AH2566 AH2566 NGVD 29 - 81.02 (m) 265.8 (f) RESET 3 AH2566 AH2566.Superseded values are not recommended for survey control. AH2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH2566.See file dsdata.txt to determine how the superseded data were derived. AH2566 AH2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA422709(NAD 83) AH2566_MARKER: DV = VERTICAL CONTROL DISK AH2566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH2566_STAMPING: J 363 RESET 1977 AH2566_MARK LOGO: NGS AH2566_PROJECTION: FLUSH AH2566_MAGNETIC: N = NO MAGNETIC MATERIAL AH2566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH2566+STABILITY: SURFACE MOTION AH2566 AH2566 HISTORY - Date Condition Report By AH2566 HISTORY - 1977 MONUMENTED NGS AH2566 AH2566 STATION DESCRIPTION AH2566 AH2566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 AH2566'MARK IS 3.5 MILES (5.6 KM) WEST ALONG BELMONT FROM THE BELMONT AVE - AH2566'99 STATE HIGHWAY INTERCHANGE AT FRESNO, AT THE BELMONT FIELD AIRPORT AH2566'AT 5450 BELMONT AVENUE, 0.4 MILE (0.6 KM) WEST OF CROSSROADS OF AH2566'BELMONT AND CORNELIA AVENUES, SET IN TOP OF 10 INCH CONCRETE POST THAT AH2566'PROJECTS 3 INCHES AND INSIDE A (NE) 6 FOOT (1.8 M) CHAINLINK FENCE AH2566'CORNER. 303.0 FEET (92.4 M) NORTH OF CENTERLINE OF BELMONT, 65.0 FEET AH2566'(19.8 M) WEST OF SOUTHWEST CORNER OF GALVANIZED METAL BUILDING, 40.0 AH2566'FEET (12.2 M) WEST NORTHWEST OF A POWERLINE POLE, 1.3 FEET (0.4 M) AH2566'SOUTHEAST OF THE NORTHEAST CHAINLINK FENCE CORNER, 1.5 FEET (0.5 M) AH2566'NORTHWEST OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU1405 *********************************************************************** GU1405 DESIGNATION - JAYNE 2 GU1405 PID - GU1405 GU1405 STATE/COUNTY- CA/FRESNO GU1405 USGS QUAD - GUIJARRAL HILLS (1971) GU1405 GU1405 *CURRENT SURVEY CONTROL GU1405 ___________________________________________________________________ GU1405* NAD 83(1992)- 36 08 16.69872(N) 120 09 40.98599(W) ADJUSTED GU1405* NAVD 88 - 143.40 (+/-2cm) 470.5 (feet) VERTCON GU1405 ___________________________________________________________________ GU1405 EPOCH DATE - 1991.35 GU1405 LAPLACE CORR- -2.68 (seconds) DEFLEC99 GU1405 GEOID HEIGHT- -33.99 (meters) GEOID99 GU1405 GU1405 HORZ ORDER - FIRST GU1405 VERT ORDER - THIRD (See Below) GU1405 GU1405.The horizontal coordinates were established by classical geodetic methods GU1405.and adjusted by the National Geodetic Survey in March 1994. GU1405.The horizontal coordinates are valid at the epoch date displayed above. GU1405.The epoch date for horizontal control is a decimal equivalence GU1405.of Year/Month/Day. GU1405 GU1405.The NAVD 88 height was computed by applying the VERTCON shift value to GU1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU1405.The vertical order pertains to the superseded datum. GU1405 GU1405.The Laplace correction was computed from DEFLEC99 derived deflections. GU1405 GU1405.The geoid height was determined by GEOID99. GU1405 GU1405; North East Units Scale Converg. GU1405;SPC CA 4 - 589,916.098 1,895,472.925 MT 0.99997678 -0 41 34.3 GU1405;SPC CA 4 - 1,935,416.40 6,218,730.75 sFT 0.99997678 -0 41 34.3 GU1405;UTM 10 - 4,002,984.877 755,423.322 MT 1.00040394 +1 40 29.7 GU1405 GU1405: Primary Azimuth Mark Grid Az GU1405:SPC CA 4 - B 512 270 03 06.2 GU1405:UTM 10 - B 512 267 41 02.2 GU1405 GU1405|---------------------------------------------------------------------| GU1405| PID Reference Object Distance Geod. Az | GU1405| dddmmss.s | GU1405| GU1408 JAYNE 2 RM 3 22.886 METERS 09317 | GU1405| GU1403 JAYNE 25.109 METERS 09700 | GU1405| GU1409 JAYNE 2 RM 4 49.606 METERS 26210 | GU1405| GU1411 B 512 2692131.9 | GU1405|---------------------------------------------------------------------| GU1405 GU1405 SUPERSEDED SURVEY CONTROL GU1405 GU1405 NAD 83(1986)- 36 08 16.69716(N) 120 09 40.98501(W) AD(1984.00) 1 GU1405 NAD 27 - 36 08 16.86253(N) 120 09 37.47531(W) AD( ) 1 GU1405 NGVD 29 - 142.51 (m) 467.6 (f) RESET 3 GU1405 GU1405.Superseded values are not recommended for survey control. GU1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU1405.See file dsdata.txt to determine how the superseded data were derived. GU1405 GU1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF5542302985(NAD 83) GU1405_MARKER: DS = TRIANGULATION STATION DISK GU1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU1405_STAMPING: JAYNE 2 1971 GU1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU1405+STABILITY: SURFACE MOTION GU1405 GU1405 HISTORY - Date Condition Report By GU1405 HISTORY - 1971 MONUMENTED NGS GU1405 HISTORY - 1972 GOOD NGS GU1405 HISTORY - 1972 GOOD NGS GU1405 GU1405 STATION DESCRIPTION GU1405 GU1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ) GU1405'THE STATION IS LOCATED 15 MILES NORTHWEST OF KETTLEMAN CITY, 11.5 GU1405'MILES EAST OF COALINGA, AND 5.5 MILES SOUTHWEST OF HURON IN THE GU1405'NORTHWEST ANGLE OF THE INTERCHANGE BETWEEN INTERSTATE HIGHWAY 5 GU1405'AND JAYNE AVENUE ON PROPERTY OF GIFFEN FARMS INC., HURON. GU1405' GU1405'TO REACH THE STATION FROM THE POST OFFICE IN HURON IN THE BLOCK GU1405'BETWEEN 4TH AND HURON STREETS GO WEST 1/2 BLOCK TO LASSEN GU1405'AVENUE. TURN LEFT ON LASSEN AVENUE AND GO SOUTH 4.3 MILES TO A GU1405'CROSSROAD, JAYNE AVENUE. TURN RIGHT AND GO WEST ON JAYNE GU1405'AVENUE 3.2 MILES TO THE WEST END OF THE BRIDGE OVER INTERSTATE GU1405'HIGHWAY 5. TURN SHARP RIGHT OFF PAVEMENT AND GO EAST ABOUT 50 GU1405'YARDS TO THE STATION. GU1405' GU1405'THE STATION MARK IS A STANDARD DISK STAMPED JAYNE 2 1971 GU1405'CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE GU1405'MONUMENT SET 18 INCHES BELOW GROUND SURFACE. IT IS 216.3 FEET GU1405'WEST-NORTHWEST OF INTERSTATE HIGHWAY 5 INTERCHANGE LIGHT GU1405'STANDARD NUMBER LA 10084 F, 103 FEET WEST OF THE NORTH-SOUTH GU1405'RIGHT-OF-WAY FENCE, 87.2 FEET NORTH OF THE CENTER OF JAYNE GU1405'AVENUE, AND 50.1 FEET WEST OF THE WEST END OF THE RIGHT-OF-WAY GU1405'FENCE. GU1405' GU1405'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED JAYNE 2 NO 3 GU1405'1971 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE GU1405'MONUMENT PROJECTING 2 INCHES ABOVE GROUND. IT IS 82.7 FEET GU1405'NORTH OF THE CENTER OF JAYNE AVENUE, 27 FEET WEST OF A CORNER GU1405'IN THE RIGHT-OF-WAY FENCE, 1.3 FEET WEST OF A METAL WITNESS POST GU1405'WITH SIGN, AND 1.1 FEET NORTH OF THE RIGHT-OF-WAY FENCE. GU1405' GU1405'REFERENCE MARK NUMBER 4 IS A STANDARD DISK STAMPED JAYNE 2 NO 4 GU1405'1971 CEMENTED IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL GU1405'CONCRETE MONUMENT PROJECTING 5 INCHES ABOVE GROUND. IT IS 66.3 GU1405'FEET NORTH OF THE CENTER OF JAYNE AVENUE, 2.1 FEET SOUTHWEST OF A GU1405'METAL WITNESS POST WITH SIGN, AND 1.9 FEET EAST OF A POWERLINE GU1405'GUY POLE. GU1405' GU1405'BENCH MARK B 512 SERVES AS THE AZIMUTH MARK. IT IS A STANDARD GU1405'U.S.C. AND C.S. BENCH MARK DISK STAMPED B 512 1955 CEMENTED IN THE GU1405'TOP OF A 10-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT GU1405'PROJECTING 4 INCHES ABOVE GROUND. IT IS 55.5 FEET NORTH OF GU1405'THE CENTER OF JAYNE AVENUE, 2.9 FEET SOUTH OF A POWERLINE POLE GU1405'WITH TRANSFORMER, 2 FEET NORTH OF A 4X4 WOODEN WITNESS POST, AND GU1405'1.4 FEET SOUTH OF A METAL WITNESS POST WITH SIGN. GU1405' GU1405'TO REACH THE BENCH MARK FROM THE STATION CONTINUE WEST ON JAYNE GU1405'AVENUE FOR 0.9 MILE TO THE MARK ON THE RIGHT. GU1405 GU1405 STATION RECOVERY (1972) GU1405 GU1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS) GU1405'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS 3 AND 4 WERE GU1405'RECOVERED AS DESCRIBED IN 1971 AND FOUND TO BE IN GOOD GU1405'CONDITION. TRIANGULATION STATION JAYNE 1958 WAS NOT RECOVERED WHEN GU1405'JAYNE 2 WAS ESTABLISHED IN 1971. THIS WAS DONE AT THIS TIME AND GU1405'THE TWO STATIONS WERE CONNECTED BY TRAVERSE, HORIZONTAL ANGLES GU1405'AND LEVELS. GU1405' GU1405'THE DIRECTIONS TO REFERENCE MARKS 3 AND 4 CHECKED FAVORABLY GU1405'WITH THE 1971 OBSERVATIONS, BUT SHORTER DISTANCES WERE OBTAINED GU1405'BETWEEN THE STATION AND BOTH OF THE MARKS, AND A SHORTER DISTANCE GU1405'WAS MEASURED BETWEEN THE REFERENCE MARKS. GU1405' GU1405'THE 1971 ROUTE TO THE STATION WAS USED IN RECOVERY AND FOUND TO BE GU1405'ENTIRELY ADEQUATE. GU1405' GU1405'THE A POINT IS A SHAPED METAL WITNESS POST WITH A SIGN ATTACHED GU1405'(PAINTED FLUORESCENT RED) PROJECTING 30 INCHES ABOVE THE GROUND GU1405'SURFACE. THE POINT MEASURED AND OBSERVED UPON IS A 1/16-INCH GU1405'PUNCH HOLE IN THE CENTER OF THE TOP OF THE POST. IT IS LOCATED AT GU1405'THE NORTH BASE OF THE HIGH DIRT FILL OF THE JAYNE AVENUE ROAD GU1405'INCLINE, 108.5 FEET WEST-SOUTHWEST OF THE NORTHWEST GU1405'RIGHT-OF-WAY FENCE CORNER AND 87.24 FEET WEST-SOUTHWEST OF GU1405'TRIANGULATION STATION JAYNE 1958. GU1405 GU1405 STATION RECOVERY (1972) GU1405 GU1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GU1405'7.5 MI SW FROM HURON. GU1405'4.4 MILES SOUTH ALONG LASSEN AVENUE FROM THE POST OFFICE AT GU1405'HURON, THENCE WEST ALONG JAYNE AVENUE FOR 3.2 MILES TO THE GU1405'WEST END OF THE OVERPASS SPANNING INTERSTATE HIGHWAY 4, THENCE GU1405'EAST OFF THE AVENUE FOR ABOUT 50 YARDS TO THE BENCH MARK AS GU1405'DESCRIBED. THE BENCH MARK IS SET IN THE TOP OF A 12 INCHES GU1405'IN DIAMETER CONCRETE POST THAT IS 18 INCHES BELOW THE SURFACE GU1405'OF THE GROUND, 103 FEET WEST OF THE WEST HIGHWAY RIGHT-OF-WAY GU1405'FENCE, 162.58 FEET EAST-NORTHEAST OF REFERENCE MARK NUMBER 4, GU1405'87.0 FEET NORTH OF THE CENTER OF JAYNE AVENUE, 82.39 FEET GU1405'WEST-NORTHWEST OF TRIANGULATION STATION JAYNE 1958, 75.08 FEET GU1405'WEST-NORTHWEST OF REFERENCE MARK NUMBER 3 AND 48.06 FEET NORTH GU1405'OF A METAL WITNESS POST WITH SIGN ATTACHED THAT IS PAINTED GU1405'FLUORESCENT RED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH4459 *********************************************************************** AH4459 DESIGNATION - K 1036 RESET AH4459 PID - AH4459 AH4459 STATE/COUNTY- CA/FRESNO AH4459 USGS QUAD - FRIANT (1964) AH4459 AH4459 *CURRENT SURVEY CONTROL AH4459 ___________________________________________________________________ AH4459* NAD 83(1986)- 36 53 03. (N) 119 42 39. (W) SCALED AH4459* NAVD 88 - 119.32 (+/-2cm) 391.5 (feet) VERTCON AH4459 ___________________________________________________________________ AH4459 GEOID HEIGHT- -31.46 (meters) GEOID99 AH4459 AH4459 VERT ORDER - THIRD (See Below) AH4459 AH4459.The horizontal coordinates were scaled from a topographic map and have AH4459.an estimated accuracy of +/- 6 seconds. AH4459 AH4459.The NAVD 88 height was computed by applying the VERTCON shift value to AH4459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4459.The vertical order pertains to the superseded datum. AH4459 AH4459.The geoid height was determined by GEOID99. AH4459 AH4459; North East Units Estimated Accuracy AH4459;SPC CA 4 - 672,320. 1,936,640. MT (+/- 180 meters Scaled) AH4459 AH4459 SUPERSEDED SURVEY CONTROL AH4459 AH4459 NGVD 29 - 118.55 (m) 388.9 (f) RESET 3 AH4459 AH4459.Superseded values are not recommended for survey control. AH4459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4459.See file dsdata.txt to determine how the superseded data were derived. AH4459 AH4459_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA584854(NAD 83) AH4459_MARKER: DV = VERTICAL CONTROL DISK AH4459_SETTING: 31 = GUARDRAIL AH4459_STAMPING: K 1036 RESET 1976 AH4459_MARK LOGO: NGS AH4459_PROJECTION: FLUSH AH4459_MAGNETIC: N = NO MAGNETIC MATERIAL AH4459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AH4459 AH4459 HISTORY - Date Condition Report By AH4459 HISTORY - 1977 MONUMENTED CA-019 AH4459 AH4459 STATION DESCRIPTION AH4459 AH4459'DESCRIBED BY FRESNO COUNTY CALIFORNIA 1977 (JAW) AH4459'0.9 MILE (1.4 KM) NORTH ALONG CLOVIS AVENUE FROM THE SOUTHERN PACIFIC AH4459'RAILROAD STATION AT CLOVIS, THENCE 0.45 MILE (0.72 KM) WEST ALONG AH4459'HERNDON AVENUE, THENCE 3.35 MILES (5.39 KM) NORTH ALONG MINNIEWAWA AH4459'AVENUE, AT THE CROSSING OF ENTERPRISE CANAL, IN TOP OF THE NORTH END AH4459'OF THE WEST CONCRETE GUARDRAIL OF A CONCRETE BOX CULVERT OVER THE AH4459'CANAL, 30 FEET (9.1 M) WEST OF THE CENTERLINE OF THE AVENUE, AND ABOUT AH4459'2 1/2 FEET HIGHER THAN THE AVENUE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU0690 *********************************************************************** GU0690 DESIGNATION - L 664 RESET 1972 GU0690 PID - GU0690 GU0690 STATE/COUNTY- CA/FRESNO GU0690 USGS QUAD - FIREBAUGH (1984) GU0690 GU0690 *CURRENT SURVEY CONTROL GU0690 ___________________________________________________________________ GU0690* NAD 83(1986)- 36 49 17. (N) 120 27 27. (W) SCALED GU0690* NAVD 88 - 50.43 (+/-2cm) 165.5 (feet) VERTCON GU0690 ___________________________________________________________________ GU0690 GEOID HEIGHT- -33.28 (meters) GEOID99 GU0690 GU0690 VERT ORDER - THIRD (See Below) GU0690 GU0690.The horizontal coordinates were scaled from a topographic map and have GU0690.an estimated accuracy of +/- 6 seconds. GU0690 GU0690.The NAVD 88 height was computed by applying the VERTCON shift value to GU0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU0690.The vertical order pertains to the superseded datum. GU0690 GU0690.The geoid height was determined by GEOID99. GU0690 GU0690; North East Units Estimated Accuracy GU0690;SPC CA 4 - 666,100. 1,869,980. MT (+/- 180 meters Scaled) GU0690 GU0690 SUPERSEDED SURVEY CONTROL GU0690 GU0690 NGVD 29 - 49.72 (m) 163.1 (f) RESET 3 GU0690 GU0690.Superseded values are not recommended for survey control. GU0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0690.See file dsdata.txt to determine how the superseded data were derived. GU0690 GU0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF267780(NAD 83) GU0690_MARKER: DB = BENCH MARK DISK GU0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU0690_STAMPING: L 664 RESET 1972 GU0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU0690+STABILITY: SURFACE MOTION GU0690 GU0690 HISTORY - Date Condition Report By GU0690 HISTORY - 1972 MONUMENTED CA-019 GU0690 GU0690 STATION DESCRIPTION GU0690 GU0690'DESCRIBED BY FRESNO COUNTY CALIFORNIA 1972 GU0690'4 MI SW FROM FIREBAUGH. GU0690'ABOUT 2.8 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE SOUTHERN GU0690'PACIFIC COMPANY RAILROAD STATION AT FIREBAUGH, THENCE 1.2 MILES GU0690'WEST ALONG BULLARD AVENUE, 306 FEET WEST OF THE CENTER LINE OF GU0690'WASHOE AVENUE, 27 FEET NORTH OF THE CENTER LINE OF BULLARD GU0690'AVENUE, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND GU0690'AND ABOUT 1 FOOT LOWER THAN BULLARD AVENUE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AE4850 *********************************************************************** AE4850 DESIGNATION - L 990 RESET AE4850 PID - AE4850 AE4850 STATE/COUNTY- CA/FRESNO AE4850 USGS QUAD - SANTA RITA BRIDGE (1977) AE4850 AE4850 *CURRENT SURVEY CONTROL AE4850 ___________________________________________________________________ AE4850* NAD 83(1986)- 37 01 05. (N) 120 32 15. (W) SCALED AE4850* NAVD 88 - 39.00 (+/-2cm) 128.0 (feet) VERTCON AE4850 ___________________________________________________________________ AE4850 GEOID HEIGHT- -32.95 (meters) GEOID99 AE4850 AE4850 VERT ORDER - THIRD (See Below) AE4850 AE4850.The horizontal coordinates were scaled from a topographic map and have AE4850.an estimated accuracy of +/- 6 seconds. AE4850 AE4850.The NAVD 88 height was computed by applying the VERTCON shift value to AE4850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE4850.The vertical order pertains to the superseded datum. AE4850 AE4850.The geoid height was determined by GEOID99. AE4850 AE4850; North East Units Estimated Accuracy AE4850;SPC CA 4 - 688,040. 1,863,190. MT (+/- 180 meters Scaled) AE4850 AE4850 SUPERSEDED SURVEY CONTROL AE4850 AE4850 NGVD 29 - 38.30 (m) 125.7 (f) RESET 3 AE4850 AE4850.Superseded values are not recommended for survey control. AE4850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE4850.See file dsdata.txt to determine how the superseded data were derived. AE4850 AE4850_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF190997(NAD 83) AE4850_MARKER: DV = VERTICAL CONTROL DISK AE4850_SETTING: 36 = WEIR ABUTMENT AE4850_STAMPING: L 990 RESET 1996 NGS AE4850_MARK LOGO: NGS AE4850_MAGNETIC: N = NO MAGNETIC MATERIAL AE4850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE4850 AE4850 HISTORY - Date Condition Report By AE4850 HISTORY - 1996 MONUMENTED LOCENG AE4850 AE4850 STATION DESCRIPTION AE4850 AE4850'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996 (ROL) AE4850'0.4 MILES (0.6 KM) NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD AE4850'FROM THE STATION AT FIREBAUGH, THENCE 15.57 MILES (25.06 KM) NORTH AE4850'ALONG THE WEST LEVEE OF THE POSO CANAL, 18 FEET (5.5 M) WEST OF THE AE4850'CENTERLINE OF THE EAST LEVEE ROAD, IN THE TOP OF THE SOUTH END OF THE AE4850'EAST CONCRETE ABUTMENT OF A WEIR, 0.5 FOOT (15.2 CM) NORTH OF THE AE4850'SOUTH END OF THE ABUTMENT, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU1222 *********************************************************************** GU1222 DESIGNATION - M 1040 RESET GU1222 PID - GU1222 GU1222 STATE/COUNTY- CA/FRESNO GU1222 USGS QUAD - MENDOTA DAM (1984) GU1222 GU1222 *CURRENT SURVEY CONTROL GU1222 ___________________________________________________________________ GU1222* NAD 83(1986)- 36 45 23. (N) 120 22 22. (W) SCALED GU1222* NAVD 88 - 49.49 (+/-2cm) 162.4 (feet) VERTCON GU1222 ___________________________________________________________________ GU1222 GEOID HEIGHT- -33.28 (meters) GEOID99 GU1222 GU1222 VERT ORDER - THIRD (See Below) GU1222 GU1222.The horizontal coordinates were scaled from a topographic map and have GU1222.an estimated accuracy of +/- 6 seconds. GU1222 GU1222.The NAVD 88 height was computed by applying the VERTCON shift value to GU1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU1222.The vertical order pertains to the superseded datum. GU1222 GU1222.The geoid height was determined by GEOID99. GU1222 GU1222; North East Units Estimated Accuracy GU1222;SPC CA 4 - 658,780. 1,877,430. MT (+/- 180 meters Scaled) GU1222 GU1222 SUPERSEDED SURVEY CONTROL GU1222 GU1222 NGVD 29 - 48.75 (m) 159.9 (f) RESET 3 GU1222 GU1222.Superseded values are not recommended for survey control. GU1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU1222.See file dsdata.txt to determine how the superseded data were derived. GU1222 GU1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF345710(NAD 83) GU1222_MARKER: DB = BENCH MARK DISK GU1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU1222_STAMPING: M 1040 RESET 1974 GU1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU1222+STABILITY: SURFACE MOTION GU1222 GU1222 HISTORY - Date Condition Report By GU1222 HISTORY - 1974 MONUMENTED NGS GU1222 GU1222 STATION DESCRIPTION GU1222 GU1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 GU1222'AT MENDOTA. GU1222'AT MENDOTA, 0.2 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY GU1222'RAILROAD FROM THE STATION, THENCE 0.25 MILE NORTHEAST ALONG GU1222'NINTH STREET, AT THE ENTRANCE TO MENDOTA AIRPORT, 57.1 FEET GU1222'NORTH OF TRIANGULATION STATION MENDAIR 1962 1974, 24 FEET SOUTH GU1222'OF THE CENTER LINE OF THE AIRPORT ENTRANCE ROAD, 2.0 FEET WEST GU1222'OF A GUYED POWER POLE, 1.0 FOOT EAST OF A METAL WITNESS POST, GU1222'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE GU1222'POST FLUSH WITH THE GROUND. SECTION 31, T 13 S, R 15 E. GU1222'NOTE-- M 1040 RESET 1974 IS RM 4 FOR STATION MENDAIR 1962 1974. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH2570 *********************************************************************** AH2570 DESIGNATION - M 362 RESET AH2570 PID - AH2570 AH2570 STATE/COUNTY- CA/FRESNO AH2570 USGS QUAD - CHANEY RANCH (1971) AH2570 AH2570 *CURRENT SURVEY CONTROL AH2570 ___________________________________________________________________ AH2570* NAD 83(1986)- 36 39 19. (N) 120 34 46. (W) SCALED AH2570* NAVD 88 - 120.89 (+/-2cm) 396.6 (feet) VERTCON AH2570 ___________________________________________________________________ AH2570 GEOID HEIGHT- -33.41 (meters) GEOID99 AH2570 AH2570 VERT ORDER - THIRD (See Below) AH2570 AH2570.The horizontal coordinates were scaled from a topographic map and have AH2570.an estimated accuracy of +/- 6 seconds. AH2570 AH2570.The NAVD 88 height was computed by applying the VERTCON shift value to AH2570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH2570.The vertical order pertains to the superseded datum. AH2570 AH2570.The geoid height was determined by GEOID99. AH2570 AH2570; North East Units Estimated Accuracy AH2570;SPC CA 4 - 647,850. 1,858,790. MT (+/- 180 meters Scaled) AH2570 AH2570 SUPERSEDED SURVEY CONTROL AH2570 AH2570 NGVD 29 - 120.08 (m) 394.0 (f) RESET 3 AH2570 AH2570.Superseded values are not recommended for survey control. AH2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH2570.See file dsdata.txt to determine how the superseded data were derived. AH2570 AH2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF163593(NAD 83) AH2570_MARKER: DV = VERTICAL CONTROL DISK AH2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH2570_STAMPING: M 362 RESET 1977 AH2570_MARK LOGO: NGS AH2570_PROJECTION: FLUSH AH2570_MAGNETIC: N = NO MAGNETIC MATERIAL AH2570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH2570+STABILITY: SURFACE MOTION AH2570 AH2570 HISTORY - Date Condition Report By AH2570 HISTORY - 1977 MONUMENTED CA-019 AH2570 AH2570 STATION DESCRIPTION AH2570 AH2570'DESCRIBED BY FRESNO COUNTY CALIFORNIA 1977 (KL) AH2570'0.2 MILES (0.3 KM) NORTHEAST ALONG PANOCHE AVENUE FROM PANOCHE AH2570'SUBSTATION AT PACIFIC GAS AND ELECTRIC COMPANY AT THE INTERSECTION OF AH2570'NORTHWEST DIRT ROAD ALONG PIPE LINE, 62.9 FEET (19.2 M) NORTHWEST OF AH2570'CENTERLINE OF PANOCHE AVENUE, 66.0 FEET (20.1 M) WEST OF POWER POLE, AH2570'2.6 FEET (0.8 M) WEST OF METER POLE, 33 FEET (10.1 M) SOUTHWEST OF AH2570'CENTERLINE OF DIRT ROAD, 2.5 FEET (0.8 M) NORTHEAST OF A 4X4 INCH WOOD AH2570'WITNESS POST, 3.5 FEET (1.1 M) EAST OF NORTHWEST CORNER OF 9X6 FOOT AH2570'STEEL PIPE BARRIER AROUND METER POLE, 34.9 FEET (10.6 M) NORTHWEST OF AH2570'OLD BM 362 1953, 0.8 FOOT (24.4 CM) LOWER THAN PANOCHE AVENUE SET IN AH2570'CONCRETE POST FLUSH WITH GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT1058 *********************************************************************** GT1058 DESIGNATION - M 514 RESET GT1058 PID - GT1058 GT1058 STATE/COUNTY- CA/FRESNO GT1058 USGS QUAD - VANGUARD (1981) GT1058 GT1058 *CURRENT SURVEY CONTROL GT1058 ___________________________________________________________________ GT1058* NAD 83(1986)- 36 17 03. (N) 119 59 39. (W) SCALED GT1058* NAVD 88 - 78.87 (+/-2cm) 258.8 (feet) VERTCON GT1058 ___________________________________________________________________ GT1058 GEOID HEIGHT- -33.70 (meters) GEOID99 GT1058 GT1058 VERT ORDER - THIRD (See Below) GT1058 GT1058.The horizontal coordinates were scaled from a topographic map and have GT1058.an estimated accuracy of +/- 6 seconds. GT1058 GT1058.The NAVD 88 height was computed by applying the VERTCON shift value to GT1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT1058.The vertical order pertains to the superseded datum. GT1058 GT1058.The geoid height was determined by GEOID99. GT1058 GT1058; North East Units Estimated Accuracy GT1058;SPC CA 4 - 605,970. 1,910,690. MT (+/- 180 meters Scaled) GT1058 GT1058 SUPERSEDED SURVEY CONTROL GT1058 GT1058 NGVD 29 - 77.98 (m) 255.8 (f) RESET 3 GT1058 GT1058.Superseded values are not recommended for survey control. GT1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1058.See file dsdata.txt to determine how the superseded data were derived. GT1058 GT1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA310196(NAD 83) GT1058_MARKER: DB = BENCH MARK DISK GT1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT1058_STAMPING: M 514 RESET 1975 GT1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT1058+STABILITY: SURFACE MOTION GT1058 GT1058 HISTORY - Date Condition Report By GT1058 HISTORY - 1975 MONUMENTED NGS GT1058 GT1058 STATION DESCRIPTION GT1058 GT1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 GT1058'11.7 MI NE FROM HURON. GT1058'3.7 MILES NORTH ALONG LASSEN AVENUE FROM THE POST OFFICE AT GT1058'HURON, THENCE 6.0 MILES EAST ALONG STATE HIGHWAY 198, THENCE GT1058'2.0 MILES NORTH ALONG JAMESON AVENUE, AT THE INTERSECTION OF GT1058'STUTZ AVENUE, AT A VERTICAL, 4-FOOT-HIGH, 12-INCH WATER OUTLET GT1058'PIPE WITH A SMALL METER MOUNTED ON TOP, SET IN THE TOP OF AN GT1058'8-INCH CONCRETE COLLAR AT THE BASE OF THE PIPE, 49 FEET NORTH GT1058'OF THE CENTER LINE OF STUTZ AVENUE, 34 FEET EAST OF THE CENTER GT1058'LINE OF JAMESON AVENUE, 0.6 FOOT SOUTHWEST OF THE SOUTHWEST GT1058'SIDE OF THE PIPE, 0.1 FOOT ABOVE THE GROUND, AND ABOUT 1 FOOT GT1058'LOWER THAN THE AVENUES. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU1223 *********************************************************************** GU1223 DESIGNATION - MENDAIR RESET GU1223 PID - GU1223 GU1223 STATE/COUNTY- CA/FRESNO GU1223 USGS QUAD - MENDOTA DAM (1984) GU1223 GU1223 *CURRENT SURVEY CONTROL GU1223 ___________________________________________________________________ GU1223* NAD 83(1986)- 36 45 23. (N) 120 22 22. (W) SCALED GU1223* NAVD 88 - 48.92 (+/-2cm) 160.5 (feet) VERTCON GU1223 ___________________________________________________________________ GU1223 GEOID HEIGHT- -33.28 (meters) GEOID99 GU1223 GU1223 VERT ORDER - THIRD (See Below) GU1223 GU1223.The horizontal coordinates were scaled from a topographic map and have GU1223.an estimated accuracy of +/- 6 seconds. GU1223 GU1223.The NAVD 88 height was computed by applying the VERTCON shift value to GU1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU1223.The vertical order pertains to the superseded datum. GU1223 GU1223.The geoid height was determined by GEOID99. GU1223 GU1223; North East Units Estimated Accuracy GU1223;SPC CA 4 - 658,780. 1,877,430. MT (+/- 180 meters Scaled) GU1223 GU1223 SUPERSEDED SURVEY CONTROL GU1223 GU1223 NGVD 29 - 48.18 (m) 158.1 (f) RESET 3 GU1223 GU1223.Superseded values are not recommended for survey control. GU1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU1223.See file dsdata.txt to determine how the superseded data were derived. GU1223 GU1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF345710(NAD 83) GU1223_MARKER: DS = TRIANGULATION STATION DISK GU1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU1223_STAMPING: MENDAIR 1962 1974 GU1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU1223+STABILITY: SURFACE MOTION GU1223 GU1223 HISTORY - Date Condition Report By GU1223 HISTORY - 1974 MONUMENTED NGS GU1223 GU1223 STATION DESCRIPTION GU1223 GU1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 GU1223'AT MENDOTA. GU1223'AT MENDOTA, 0.2 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC GU1223'COMPANY RAILROAD FROM THE STATION, THENCE 0.25 MILE NORTHEAST GU1223'ALONG NINTH STREET, AT THE ENTRANCE TO MENDOTA AIRPORT, 106 FEET GU1223'SOUTHEAST OF THE INTERSECTION OF NINTH AND JUANITA STREETS, 89.0 GU1223'FEET SOUTHEAST OF A DOUBLE-GUYED POWER POLE, 81 FEET SOUTH OF GU1223'THE CENTER LINE OF THE AIRPORT ENTRANCE ROAD, 57.3 FEET SOUTH GU1223'OF A GUYED POWER POLE, 10 FEET NORTHEAST OF THE CENTER LINE OF GU1223'A GRADED ROAD, ABOUT 2 FEET LOWER THAN THE AIRPORT ENTRANCE ROAD, GU1223'AND SET IN THE TOP OF A CONCRETE POST 1.2 FEET BELOW THE SURFACE GU1223'OF THE GROUND. SECTION 31, T 13 S, R 15 E. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT2158 *********************************************************************** GT2158 DESIGNATION - Q 247 RESET GT2158 PID - GT2158 GT2158 STATE/COUNTY- CA/FRESNO GT2158 USGS QUAD - FRIANT (1964) GT2158 GT2158 *CURRENT SURVEY CONTROL GT2158 ___________________________________________________________________ GT2158* NAD 83(1986)- 36 56 06. (N) 119 41 55. (W) SCALED GT2158* NAVD 88 - 106.55 (+/-2cm) 349.6 (feet) VERTCON GT2158 ___________________________________________________________________ GT2158 GEOID HEIGHT- -31.31 (meters) GEOID99 GT2158 GT2158 VERT ORDER - THIRD (See Below) GT2158 GT2158.The horizontal coordinates were scaled from a topographic map and have GT2158.an estimated accuracy of +/- 6 seconds. GT2158 GT2158.The NAVD 88 height was computed by applying the VERTCON shift value to GT2158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT2158.The vertical order pertains to the superseded datum. GT2158 GT2158.The geoid height was determined by GEOID99. GT2158 GT2158; North East Units Estimated Accuracy GT2158;SPC CA 4 - 677,950. 1,937,770. MT (+/- 180 meters Scaled) GT2158 GT2158 SUPERSEDED SURVEY CONTROL GT2158 GT2158 NGVD 29 - 105.78 (m) 347.0 (f) RESET 3 GT2158 GT2158.Superseded values are not recommended for survey control. GT2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2158.See file dsdata.txt to determine how the superseded data were derived. GT2158 GT2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA596910(NAD 83) GT2158_MARKER: DV = VERTICAL CONTROL DISK GT2158_SETTING: 34 = CATTLEGUARD BASE GT2158_STAMPING: Q 247 RESET 1980 GT2158_MARK LOGO: NGS GT2158_MAGNETIC: N = NO MAGNETIC MATERIAL GT2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT2158+STABILITY: SURFACE MOTION GT2158 GT2158 HISTORY - Date Condition Report By GT2158 HISTORY - 1981 MONUMENTED CA-019 GT2158 GT2158 STATION DESCRIPTION GT2158 GT2158'DESCRIBED BY FRESNO COUNTY CALIFORNIA 1981 GT2158'0.9 MILES (1.4 KM) NORTH ALONG CLOVIS AVENUE FROM SOUTHERN PACIFIC GT2158'RAILROAD STATION AT CLOVIS, THENCE 0.45 MILE (0.72 KM) WEST ALONG GT2158'HERNDON AVENUE, THENCE 4.1 MILES (6.6 KM) WEST ALONG MINNIEWAWA GT2158'AVENUE, THENCE 0.25 MILES (0.40 KM) WEST ALONG COPPER AVENUE, THENCE GT2158'3.5 MILES (5.6 KM) NORTHEAST ALONG AUBERRY ROAD, AT THE JUNCTION OF A GT2158'PAVED DRIVEWAY LEADING TO THE CLARK J. BECKHAM RANCH, 42 FEET (12.8 GT2158'M) NORTHWEST OF THE CENTERLINE OF THE ROAD, SET ON THE SOUTHEAST GT2158'CORNER OF A CONCRETE AND STEEL CATTLEGUARD, ABOUT 3 FEET (0.9 M) GT2158'LOWER THAN ROAD LEVEL WITH WITNESS SIGN ATTACHED TO METAL GATE NORTH GT2158'OF MONUMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU0785 *********************************************************************** GU0785 DESIGNATION - Q 662 RESET 1960 GU0785 PID - GU0785 GU0785 STATE/COUNTY- CA/FRESNO GU0785 USGS QUAD - COIT RANCH (1984) GU0785 GU0785 *CURRENT SURVEY CONTROL GU0785 ___________________________________________________________________ GU0785* NAD 83(1986)- 36 38 48. (N) 120 23 17. (W) SCALED GU0785* NAVD 88 - 58.68 (+/-2cm) 192.5 (feet) VERTCON GU0785 ___________________________________________________________________ GU0785 GEOID HEIGHT- -33.49 (meters) GEOID99 GU0785 GU0785 VERT ORDER - THIRD (See Below) GU0785 GU0785.The horizontal coordinates were scaled from a topographic map and have GU0785.an estimated accuracy of +/- 6 seconds. GU0785 GU0785.The NAVD 88 height was computed by applying the VERTCON shift value to GU0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU0785.The vertical order pertains to the superseded datum. GU0785 GU0785.The geoid height was determined by GEOID99. GU0785 GU0785; North East Units Estimated Accuracy GU0785;SPC CA 4 - 646,630. 1,875,890. MT (+/- 180 meters Scaled) GU0785 GU0785 SUPERSEDED SURVEY CONTROL GU0785 GU0785 NGVD 29 - 57.91 (m) 190.0 (f) RESET 3 GU0785 GU0785.Superseded values are not recommended for survey control. GU0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0785.See file dsdata.txt to determine how the superseded data were derived. GU0785 GU0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF334588(NAD 83) GU0785_MARKER: DB = BENCH MARK DISK GU0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU0785_STAMPING: Q 662 RESET 1960 GU0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU0785+STABILITY: SURFACE MOTION GU0785 GU0785 HISTORY - Date Condition Report By GU0785 HISTORY - 1960 MONUMENTED CADH GU0785 HISTORY - 1963 MARK NOT FOUND NGS GU0785 GU0785 STATION DESCRIPTION GU0785 GU0785'DESCRIBED BY CA DIV OF HIGHWAYS 1960 GU0785'7.7 MI SW FROM MENDOTA. GU0785'THIS MARK IS LOCATED 0.7 MILE SOUTHWEST ALONG SEVENTH STREET GU0785'FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT MENDOTA, GU0785'THENCE 7.0 MILES SOUTH ALONG STATE HIGHWAY 33, AT THE T JUNCTION GU0785'OF LINCOLN AVENUE LEADING WEST, 164 FEET SOUTH OF AND ACROSS GU0785'THE AVENUE FROM POWER POLE 49/9, 48.3 FEET WEST OF THE CENTERLINE GU0785'OF THE HIGHWAY, 42.0 FEET SOUTH OF THE CENTERLINE OF THE AVENUE, GU0785'1.5 FEET NORTH OF A WITNESS POST AND ABOUT 1.1 FEET LOWER THAN GU0785'THE CENTERLINE OF THE HIGHWAY. SET IN A CONCRETE POST. GU0785 GU0785 STATION RECOVERY (1963) GU0785 GU0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 GU0785'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU0242 *********************************************************************** GU0242 DESIGNATION - R 663 RESET GU0242 PID - GU0242 GU0242 STATE/COUNTY- CA/FRESNO GU0242 USGS QUAD - HAMMONDS RANCH (1984) GU0242 GU0242 *CURRENT SURVEY CONTROL GU0242 ___________________________________________________________________ GU0242* NAD 83(1986)- 36 49 47. (N) 120 44 23. (W) SCALED GU0242* NAVD 88 - 99.61 (+/-2cm) 326.8 (feet) VERTCON GU0242 ___________________________________________________________________ GU0242 GEOID HEIGHT- -33.27 (meters) GEOID99 GU0242 GU0242 VERT ORDER - THIRD (See Below) GU0242 GU0242.The horizontal coordinates were scaled from a topographic map and have GU0242.an estimated accuracy of +/- 6 seconds. GU0242 GU0242.The NAVD 88 height was computed by applying the VERTCON shift value to GU0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU0242.The vertical order pertains to the superseded datum. GU0242 GU0242.The geoid height was determined by GEOID99. GU0242 GU0242; North East Units Estimated Accuracy GU0242;SPC CA 4 - 667,450. 1,844,820. MT (+/- 180 meters Scaled) GU0242 GU0242 SUPERSEDED SURVEY CONTROL GU0242 GU0242 NGVD 29 - 98.74 (m) 323.9 (f) RESET 3 GU0242 GU0242.Superseded values are not recommended for survey control. GU0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0242.See file dsdata.txt to determine how the superseded data were derived. GU0242 GU0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF015783(NAD 83) GU0242_MARKER: DB = BENCH MARK DISK GU0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU0242_STAMPING: R 663 1943 RESET 1969 GU0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU0242+STABILITY: SURFACE MOTION GU0242 GU0242 HISTORY - Date Condition Report By GU0242 HISTORY - 1969 MONUMENTED CGS GU0242 HISTORY - 19881122 MARK NOT FOUND NGS GU0242 GU0242 STATION DESCRIPTION GU0242 GU0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 GU0242'15.1 MI NW FROM DOS AMIGOS PUMP PLANT. GU0242'0.2 MILE NORTHEAST ALONG PANOCHE AVENUE FROM PANOCHE SUBSTATION GU0242'OF THE PACIFIC GAS AND ELECTRIC COMPANY, THENCE 14.9 MILES GU0242'NORTHWEST ALONG A DIRT ROAD ALONG A PIPE LINE, 0.2 MILE GU0242'NORTHWEST OF A 9 X 12-FOOT STEEL RAIL FENCE AROUND A PIPE LINE GU0242'VALVE, 35 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 2.9 GU0242'FEET SOUTHEAST OF A WOODEN WITNESS POST, 1.4 FEET NORTHWEST OF A GU0242'METAL WITNESS POST, ABOUT 1-1/2 FEET LOWER THAN THE ROAD, AND SET GU0242'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GU0242'GROUND. GU0242 GU0242 STATION RECOVERY (1988) GU0242 GU0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 GU0242'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU0250 *********************************************************************** GU0250 DESIGNATION - S 663 RESET GU0250 PID - GU0250 GU0250 STATE/COUNTY- CA/FRESNO GU0250 USGS QUAD - CHARLESTON SCHOOL (1971) GU0250 GU0250 *CURRENT SURVEY CONTROL GU0250 ___________________________________________________________________ GU0250* NAD 83(1986)- 36 53 05. (N) 120 45 05. (W) SCALED GU0250* NAVD 88 - 106.23 (+/-2cm) 348.5 (feet) VERTCON GU0250 ___________________________________________________________________ GU0250 GEOID HEIGHT- -33.30 (meters) GEOID99 GU0250 GU0250 VERT ORDER - THIRD (See Below) GU0250 GU0250.The horizontal coordinates were scaled from a topographic map and have GU0250.an estimated accuracy of +/- 6 seconds. GU0250 GU0250.The NAVD 88 height was computed by applying the VERTCON shift value to GU0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU0250.The vertical order pertains to the superseded datum. GU0250 GU0250.The geoid height was determined by GEOID99. GU0250 GU0250; North East Units Estimated Accuracy GU0250;SPC CA 4 - 673,570. 1,843,890. MT (+/- 180 meters Scaled) GU0250 GU0250 SUPERSEDED SURVEY CONTROL GU0250 GU0250 NGVD 29 - 105.41 (m) 345.8 (f) RESET 3 GU0250 GU0250.Superseded values are not recommended for survey control. GU0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0250.See file dsdata.txt to determine how the superseded data were derived. GU0250 GU0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF003844(NAD 83) GU0250_MARKER: DB = BENCH MARK DISK GU0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU0250_STAMPING: S 663 1943 RESET 1969 GU0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU0250+STABILITY: SURFACE MOTION GU0250 GU0250 HISTORY - Date Condition Report By GU0250 HISTORY - 1969 MONUMENTED CGS GU0250 HISTORY - 19881122 MARK NOT FOUND NGS GU0250 GU0250 STATION DESCRIPTION GU0250 GU0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 GU0250'16.2 MI NW FROM PANOCHE SUBSTATION. GU0250'0.2 MILE NORTHEAST ALONG PANOCHE AVENUE FROM PANOCHE SUBSTATION GU0250'OF THE PACIFIC GAS AND ELECTRIC COMPANY, THENCE 16.0 MILES GU0250'NORTHWEST ALONG A DIRT ROAD ALONG A PIPE LINE. 17.3 MILES SOUTH GU0250'OF LOS BANOS. 0.4 MILE NORTHWEST OF THE INTERSECTION OF HERNDON GU0250'AVENUE LEADING WEST, 41 FEET NORTHEAST OF THE CENTERLINE OF THE GU0250'ROAD, 1.7 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2-1/2 GU0250'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST GU0250'PROJECTING 0.2 FOOT ABOVE THE GROUND. GU0250 GU0250 STATION RECOVERY (1988) GU0250 GU0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 GU0250'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU1174 *********************************************************************** GU1174 DESIGNATION - S 989 RESET 1974 GU1174 PID - GU1174 GU1174 STATE/COUNTY- CA/FRESNO GU1174 USGS QUAD - GRAVELLY FORD (1978) GU1174 GU1174 *CURRENT SURVEY CONTROL GU1174 ___________________________________________________________________ GU1174* NAD 83(1986)- 36 45 50. (N) 120 10 06. (W) SCALED GU1174* NAVD 88 - 60.70 (+/-2cm) 199.1 (feet) VERTCON GU1174 ___________________________________________________________________ GU1174 GEOID HEIGHT- -32.92 (meters) GEOID99 GU1174 GU1174 VERT ORDER - THIRD (See Below) GU1174 GU1174.The horizontal coordinates were scaled from a topographic map and have GU1174.an estimated accuracy of +/- 6 seconds. GU1174 GU1174.The NAVD 88 height was computed by applying the VERTCON shift value to GU1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU1174.The vertical order pertains to the superseded datum. GU1174 GU1174.The geoid height was determined by GEOID99. GU1174 GU1174; North East Units Estimated Accuracy GU1174;SPC CA 4 - 659,370. 1,895,690. MT (+/- 180 meters Scaled) GU1174 GU1174 SUPERSEDED SURVEY CONTROL GU1174 GU1174 NGVD 29 - 59.95 (m) 196.7 (f) RESET 3 GU1174 GU1174.Superseded values are not recommended for survey control. GU1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU1174.See file dsdata.txt to determine how the superseded data were derived. GU1174 GU1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF527724(NAD 83) GU1174_MARKER: DB = BENCH MARK DISK GU1174_SETTING: 0 = UNSPECIFIED SETTING GU1174_STAMPING: S 989 RESET 1974 GU1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GU1174 GU1174 HISTORY - Date Condition Report By GU1174 HISTORY - 1974 MONUMENTED CA-019 GU1174 HISTORY - 1975 GOOD CA-019 GU1174 GU1174 STATION DESCRIPTION GU1174 GU1174'DESCRIBED BY FRESNO COUNTY CALIFORNIA 1975 GU1174'9.2 MI W FROM KERMAN. GU1174'6.25 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM GU1174'THE STATION AT KERMAN, THENCE 3.00 MILES NORTH ALONG YUBA GU1174'AVENUE, 26.3 FEET WEST OF CENTERLINE YUBA AVENUE, 31.0 FEET GU1174'NORTH OF THE CENTER LINE OF A TRACK ROAD LEADING WEST, 11.5 FEET GU1174'NORTH OF CORNER FENCE POST, 42.1 FEET NORTH OF POLE LINE WEST, GU1174'1.2 FEET EAST OF FENCE LINE, 1.3 FEET SOUTH OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH5760 *********************************************************************** AH5760 DESIGNATION - T 1216 RESET AH5760 PID - AH5760 AH5760 STATE/COUNTY- CA/FRESNO AH5760 USGS QUAD - CHANEY RANCH (1971) AH5760 AH5760 *CURRENT SURVEY CONTROL AH5760 ___________________________________________________________________ AH5760* NAD 83(1986)- 36 39 29. (N) 120 34 19. (W) SCALED AH5760* NAVD 88 - 116.20 (+/-2cm) 381.2 (feet) VERTCON AH5760 ___________________________________________________________________ AH5760 GEOID HEIGHT- -33.42 (meters) GEOID99 AH5760 AH5760 VERT ORDER - THIRD (See Below) AH5760 AH5760.The horizontal coordinates were scaled from a topographic map and have AH5760.an estimated accuracy of +/- 6 seconds. AH5760 AH5760.The NAVD 88 height was computed by applying the VERTCON shift value to AH5760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH5760.The vertical order pertains to the superseded datum. AH5760 AH5760.The geoid height was determined by GEOID99. AH5760 AH5760; North East Units Estimated Accuracy AH5760;SPC CA 4 - 648,140. 1,859,470. MT (+/- 180 meters Scaled) AH5760 AH5760 SUPERSEDED SURVEY CONTROL AH5760 AH5760 NGVD 29 - 115.40 (m) 378.6 (f) RESET 3 AH5760 AH5760.Superseded values are not recommended for survey control. AH5760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH5760.See file dsdata.txt to determine how the superseded data were derived. AH5760 AH5760_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF170596(NAD 83) AH5760_MARKER: DV = VERTICAL CONTROL DISK AH5760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH5760_STAMPING: T 1216 RESET 1977 AH5760_MARK LOGO: NGS AH5760_PROJECTION: FLUSH AH5760_MAGNETIC: N = NO MAGNETIC MATERIAL AH5760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH5760+STABILITY: SURFACE MOTION AH5760 AH5760 HISTORY - Date Condition Report By AH5760 HISTORY - 1977 MONUMENTED CA-019 AH5760 AH5760 STATION DESCRIPTION AH5760 AH5760'DESCRIBED BY FRESNO COUNTY CALIFORNIA 1977 (KL) AH5760'0.7 MILE (1.1 KM) NORTHEAST ALONG PANOCHE AVENUE FROM PANOCHE AH5760'SUBSTATION AT PACIFIC GAS AND ELECTRIC COMPANY AT PANOCHE JUNCTION, AH5760'0.25 MILE (0.40 KM) SOUTHWEST OF THE JUNCTION OF FAIRFAX AVENUE, 0.2 AH5760'MILE (0.3 KM) NORTHEAST OF LARGE WAREHOUSE, 63.7 FEET (19.4 M) AH5760'SOUTHEAST OF CENTERLINE OF PANOCHE AVENUE, 2.0 FEET (0.6 M) NORTHEAST AH5760'OF POWER POLE NO 0/7, 0.5 FEET (15.2 CM) NORTHWEST OF STEEL WITNESS AH5760'POST, ABOUT 1 FOOT (0.3 M) LOWER THAN AVENUE, SET IN TOP OF CONCRETE AH5760'POST FLUSH WITH GROUND, 91.0 FEET (27.7 M) SOUTHWEST OF OLD T 1216 AH5760'1971. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU0289 *********************************************************************** GU0289 DESIGNATION - T 663 RESET GU0289 PID - GU0289 GU0289 STATE/COUNTY- CA/FRESNO GU0289 USGS QUAD - LAGUNA SECA RANCH (1971) GU0289 GU0289 *CURRENT SURVEY CONTROL GU0289 ___________________________________________________________________ GU0289* NAD 83(1986)- 36 51 14. (N) 120 45 44. (W) SCALED GU0289* NAVD 88 - 101.42 (+/-2cm) 332.7 (feet) VERTCON GU0289 ___________________________________________________________________ GU0289 GEOID HEIGHT- -33.24 (meters) GEOID99 GU0289 GU0289 VERT ORDER - THIRD (See Below) GU0289 GU0289.The horizontal coordinates were scaled from a topographic map and have GU0289.an estimated accuracy of +/- 6 seconds. GU0289 GU0289.The NAVD 88 height was computed by applying the VERTCON shift value to GU0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU0289.The vertical order pertains to the superseded datum. GU0289 GU0289.The geoid height was determined by GEOID99. GU0289 GU0289; North East Units Estimated Accuracy GU0289;SPC CA 4 - 670,170. 1,842,860. MT (+/- 180 meters Scaled) GU0289 GU0289 SUPERSEDED SURVEY CONTROL GU0289 GU0289 NGVD 29 - 100.53 (m) 329.8 (f) RESET 3 GU0289 GU0289.Superseded values are not recommended for survey control. GU0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0289.See file dsdata.txt to determine how the superseded data were derived. GU0289 GU0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF995810(NAD 83) GU0289_MARKER: DB = BENCH MARK DISK GU0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU0289_STAMPING: T 663 1943 RESET 1969 GU0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU0289+STABILITY: SURFACE MOTION GU0289 GU0289 HISTORY - Date Condition Report By GU0289 HISTORY - 1969 MONUMENTED CGS GU0289 HISTORY - 19881122 MARK NOT FOUND NGS GU0289 GU0289 STATION DESCRIPTION GU0289 GU0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 GU0289'16.3 MI S FROM LOS BANOS. GU0289'0.9 MILE EAST ALONG PACHECO BOULEVARD (STATE HIGHWAY 152) GU0289'FROM THE INTERSECTION OF SIXTH STREET AT LOS BANOS, THENCE 8.8 GU0289'MILES SOUTH ALONG SOUTH MERCY SPRINGS ROAD, THENCE 6.6 MILES GU0289'SOUTHEAST ALONG PIPE LINE ROAD, AT THE CROSSING OF SEVERAL GU0289'PIPE LINES OVER THE SAN LUIS CANAL, 184 FEET SOUTHWEST OF THE GU0289'CENTERLINE OF POLE LINE ROAD, ABOUT 140 FEET WEST OF THE NORTH GU0289'END OF THE PIPE LINE CROSSING, 73 FEET NORTH OF THE NORTH CANAL GU0289'ROAD, 6.5 FEET NORTHEAST OF A WATER VALVE, 1.8 FEET SOUTH OF A GU0289'CONCRETE WITNESS POST, 1.8 FEET NORTH OF A WOODEN WITNESS POST, GU0289'ABOUT THE SAME ELEVATION AS POLE LINE ROAD, AND SET IN THE GU0289'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. GU0289 GU0289 STATION RECOVERY (1988) GU0289 GU0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 GU0289'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT2156 *********************************************************************** GT2156 DESIGNATION - U 1037 RESET GT2156 PID - GT2156 GT2156 STATE/COUNTY- CA/FRESNO GT2156 USGS QUAD - WAHTOKE (1966) GT2156 GT2156 *CURRENT SURVEY CONTROL GT2156 ___________________________________________________________________ GT2156* NAD 83(1986)- 36 39 29. (N) 119 26 52. (W) SCALED GT2156* NAVD 88 - 117.06 (+/-2cm) 384.1 (feet) VERTCON GT2156 ___________________________________________________________________ GT2156 GEOID HEIGHT- -30.84 (meters) GEOID99 GT2156 GT2156 VERT ORDER - THIRD (See Below) GT2156 GT2156.The horizontal coordinates were scaled from a topographic map and have GT2156.an estimated accuracy of +/- 6 seconds. GT2156 GT2156.The NAVD 88 height was computed by applying the VERTCON shift value to GT2156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT2156.The vertical order pertains to the superseded datum. GT2156 GT2156.The geoid height was determined by GEOID99. GT2156 GT2156; North East Units Estimated Accuracy GT2156;SPC CA 4 - 647,090. 1,959,970. MT (+/- 180 meters Scaled) GT2156 GT2156 SUPERSEDED SURVEY CONTROL GT2156 GT2156 NGVD 29 - 116.27 (m) 381.5 (f) RESET 3 GT2156 GT2156.Superseded values are not recommended for survey control. GT2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2156.See file dsdata.txt to determine how the superseded data were derived. GT2156 GT2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA812597(NAD 83) GT2156_MARKER: DV = VERTICAL CONTROL DISK GT2156_SETTING: 32 = HEADWALL GT2156_STAMPING: U 1037 RESET GT2156_MARK LOGO: NGS GT2156_MAGNETIC: N = NO MAGNETIC MATERIAL GT2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT2156+STABILITY: SURFACE MOTION GT2156 GT2156 HISTORY - Date Condition Report By GT2156 HISTORY - 1984 MONUMENTED CA-019 GT2156 GT2156 STATION DESCRIPTION GT2156 GT2156'DESCRIBED BY FRESNO COUNTY CALIFORNIA 1984 GT2156'0.1 MILE (0.2 KM) NORTHWEST ALONG E STREET FROM THE POST OFFICE IN GT2156'REEDLY, THENCE 0.1 MILE (0.2 KM) NORTHEAST ALONG TENTH STREET, THENCE GT2156'4.07 MILE (6.55 KM) NORTH ALONG FRANKWOOD AVENUE, 4.28 MILES (6.89 GT2156'KM) SOUTH OF MINKLER, IN TOP OF HEADWALL ON WEST END OF THE DITCH GT2156'WIER STRUCTURE 33.6 FEET (10.2 M) EAST OF CENTERLINE OF FRANKWOOD GT2156'AVENUE, 55.0 FEET (16.8 M) NORTH OF THE CENTERLINE OF VINO AVENUE AND GT2156'57.9 FEET (17.6 M) NORTHEAST OF THE SECTION CORNER AT INTERSECTION OF GT2156'VINO AND FRANKWOOD, 1.4 FEET (0.4 M) EAST OF WEST END OF HEADWALL, GT2156'244 FEET (74.4 M) NORTH OF OLD LOCATION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4358 *********************************************************************** AA4358 DESIGNATION - V 1039 RESET AA4358 PID - AA4358 AA4358 STATE/COUNTY- CA/FRESNO AA4358 USGS QUAD - KEARNEY PARK (1981) AA4358 AA4358 *CURRENT SURVEY CONTROL AA4358 ___________________________________________________________________ AA4358* NAD 83(1986)- 36 39 48. (N) 119 52 48. (W) SCALED AA4358* NAVD 88 - 75.77 (+/-2cm) 248.6 (feet) VERTCON AA4358 ___________________________________________________________________ AA4358 GEOID HEIGHT- -32.53 (meters) GEOID99 AA4358 AA4358 VERT ORDER - THIRD (See Below) AA4358 AA4358.The horizontal coordinates were scaled from a topographic map and have AA4358.an estimated accuracy of +/- 6 seconds. AA4358 AA4358.The NAVD 88 height was computed by applying the VERTCON shift value to AA4358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4358.The vertical order pertains to the superseded datum. AA4358 AA4358.The geoid height was determined by GEOID99. AA4358 AA4358; North East Units Estimated Accuracy AA4358;SPC CA 4 - 647,940. 1,921,330. MT (+/- 180 meters Scaled) AA4358 AA4358 SUPERSEDED SURVEY CONTROL AA4358 AA4358 NGVD 29 - 74.99 (m) 246.0 (f) RESET 3 AA4358 AA4358.Superseded values are not recommended for survey control. AA4358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4358.See file dsdata.txt to determine how the superseded data were derived. AA4358 AA4358_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA425613(NAD 83) AA4358_MARKER: DV = VERTICAL CONTROL DISK AA4358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4358_STAMPING: V 1039 RESET 1979 AA4358_MARK LOGO: NGS AA4358_MAGNETIC: N = NO MAGNETIC MATERIAL AA4358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4358+STABILITY: SURFACE MOTION AA4358 AA4358 HISTORY - Date Condition Report By AA4358 HISTORY - 1979 MONUMENTED CADT AA4358 AA4358 STATION DESCRIPTION AA4358 AA4358'DESCRIBED BY CALTRANS 1979 (KL) AA4358'1.3 MILES (2.1 KM) EAST ALONG MANNING AVENUE FROM THE T JUNCTION OF AA4358'ORMUS AVENUE IN RAISIN CITY, THENCE 4.05 MILES (6.52 KM) NORTH ALONG AA4358'CORNELIA AVENUE, AT THE T JUNCTION OF AMERICAN AVENUE, ON TOP OF AA4358'CAST-IN-PLACE CONCRETE COLUMN 0.8 FEET (24.4 CM) IN DIAMETER, 3 FEET AA4358'(0.9 M) IN HEIGHT, 1/2 INCH RE-BAR N CENTER, 174.6 FEET (53.2 M) NORTH AA4358'OF CENTERLINE OF AMERICAN AVENUE, 25.5 FEET (7.8 M) EAST OF CENTERLINE AA4358'OF CORNELIA, 34.9 FEET (10.6 M) NORTHWEST OF NORTHWEST CORNER OF A 5 AA4358'BY 5 FOOT (1.5 M) CONCRETE IRRIGATION VERTICAL BOX, 1.3 FEET (0.4 M) AA4358'SOUTH OF SOUTH FACE OF POWER POLE NO 28-2A, 71.9 FEET (21.9 M) EAST OF AA4358'CENTER OF IRRIGATION PUMP. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT2146 *********************************************************************** GT2146 DESIGNATION - V 803 RESET GT2146 PID - GT2146 GT2146 STATE/COUNTY- CA/FRESNO GT2146 USGS QUAD - WAHTOKE (1966) GT2146 GT2146 *CURRENT SURVEY CONTROL GT2146 ___________________________________________________________________ GT2146* NAD 83(1986)- 36 43 52. (N) 119 28 16. (W) SCALED GT2146* NAVD 88 - 120.51 (+/-2cm) 395.4 (feet) VERTCON GT2146 ___________________________________________________________________ GT2146 GEOID HEIGHT- -30.71 (meters) GEOID99 GT2146 GT2146 VERT ORDER - THIRD (See Below) GT2146 GT2146.The horizontal coordinates were scaled from a topographic map and have GT2146.an estimated accuracy of +/- 6 seconds. GT2146 GT2146.The NAVD 88 height was computed by applying the VERTCON shift value to GT2146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT2146.The vertical order pertains to the superseded datum. GT2146 GT2146.The geoid height was determined by GEOID99. GT2146 GT2146; North East Units Estimated Accuracy GT2146;SPC CA 4 - 655,200. 1,957,920. MT (+/- 180 meters Scaled) GT2146 GT2146 SUPERSEDED SURVEY CONTROL GT2146 GT2146 NGVD 29 - 119.72 (m) 392.8 (f) RESET 3 GT2146 GT2146.Superseded values are not recommended for survey control. GT2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2146.See file dsdata.txt to determine how the superseded data were derived. GT2146 GT2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA793678(NAD 83) GT2146_MARKER: DV = VERTICAL CONTROL DISK GT2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT2146_STAMPING: V 803 RESET 1990 GT2146_MARK LOGO: NGS GT2146_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET GT2146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT2146+STABILITY: SURFACE MOTION GT2146 GT2146 HISTORY - Date Condition Report By GT2146 HISTORY - 1990 MONUMENTED CADT GT2146 GT2146 STATION DESCRIPTION GT2146 GT2146'DESCRIBED BY CALTRANS 1990 GT2146'1.7 MILE EAST OF CENTERVILLE, SOUTHEASTERLY ALONG HIGHWAY 180.02 GT2146'MILES (0.3 KM) TO THE NEW MARK, 102 FEET (31.1 M) NORTHERLY OF GT2146'CENTERLINE OF HIGHWAY UNDER A PG AND F TRANSMISSION TOWER. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH4465 *********************************************************************** AH4465 DESIGNATION - W 1037 RESET AH4465 PID - AH4465 AH4465 STATE/COUNTY- CA/FRESNO AH4465 USGS QUAD - CLOVIS (1981) AH4465 AH4465 *CURRENT SURVEY CONTROL AH4465 ___________________________________________________________________ AH4465* NAD 83(1986)- 36 52 01. (N) 119 42 39. (W) SCALED AH4465* NAVD 88 - 115.32 (+/-2cm) 378.3 (feet) VERTCON AH4465 ___________________________________________________________________ AH4465 GEOID HEIGHT- -31.49 (meters) GEOID99 AH4465 AH4465 VERT ORDER - THIRD (See Below) AH4465 AH4465.The horizontal coordinates were scaled from a topographic map and have AH4465.an estimated accuracy of +/- 6 seconds. AH4465 AH4465.The NAVD 88 height was computed by applying the VERTCON shift value to AH4465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4465.The vertical order pertains to the superseded datum. AH4465 AH4465.The geoid height was determined by GEOID99. AH4465 AH4465; North East Units Estimated Accuracy AH4465;SPC CA 4 - 670,410. 1,936,620. MT (+/- 180 meters Scaled) AH4465 AH4465 SUPERSEDED SURVEY CONTROL AH4465 AH4465 NGVD 29 - 114.55 (m) 375.8 (f) RESET 3 AH4465 AH4465.Superseded values are not recommended for survey control. AH4465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4465.See file dsdata.txt to determine how the superseded data were derived. AH4465 AH4465_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA583835(NAD 83) AH4465_MARKER: DV = VERTICAL CONTROL DISK AH4465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4465_STAMPING: W 1037 RESET 1976 AH4465_MARK LOGO: NGS AH4465_PROJECTION: FLUSH AH4465_MAGNETIC: N = NO MAGNETIC MATERIAL AH4465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4465+STABILITY: SURFACE MOTION AH4465 AH4465 HISTORY - Date Condition Report By AH4465 HISTORY - 1976 MONUMENTED CA-019 AH4465 AH4465 STATION DESCRIPTION AH4465 AH4465'DESCRIBED BY FRESNO COUNTY CALIFORNIA 1976 (JAW) AH4465'0.9 MILE (1.4 KM) NORTH ALONG CLOVIS AVENUE FROM THE SOUTHERN PACIFIC AH4465'RAILROAD STATION AT CLOVIS, THENCE 0.45 MILE (0.72 KM) WEST ALONG AH4465'HERNDON AVENUE, THENCE 2.1 MILES (3.4 KM) NORTH ALONG MINNIEWAWA AH4465'AVENUE, AT THE INTERSECTION OF SHEPHERD AVENUE, 28.9 FEET (8.8 M) EAST AH4465'OF THE CENTERLINE OF MINNIEWAWA AVENUE, 70 FEET (21.3 M) NORTH OF THE AH4465'CENTERLINE OF SHEPHERD AVENUE, 21 INCHES EAST OF CHAIN LINK FENCE, 14 AH4465'INCHES SOUTH OF STEEL WITNESS POST, SET FLUSH WITH GROUND AT FENCE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU0859 *********************************************************************** GU0859 DESIGNATION - W 928 RESET GU0859 PID - GU0859 GU0859 STATE/COUNTY- CA/FRESNO GU0859 USGS QUAD - LEVIS (1984) GU0859 GU0859 *CURRENT SURVEY CONTROL GU0859 ___________________________________________________________________ GU0859* NAD 83(1986)- 36 32 42. (N) 120 27 48. (W) SCALED GU0859* NAVD 88 - 129.85 (+/-2cm) 426.0 (feet) VERTCON GU0859 ___________________________________________________________________ GU0859 GEOID HEIGHT- -33.44 (meters) GEOID99 GU0859 GU0859 VERT ORDER - THIRD (See Below) GU0859 GU0859.The horizontal coordinates were scaled from a topographic map and have GU0859.an estimated accuracy of +/- 6 seconds. GU0859 GU0859.The NAVD 88 height was computed by applying the VERTCON shift value to GU0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU0859.The vertical order pertains to the superseded datum. GU0859 GU0859.The geoid height was determined by GEOID99. GU0859 GU0859; North East Units Estimated Accuracy GU0859;SPC CA 4 - 635,450. 1,868,990. MT (+/- 180 meters Scaled) GU0859 GU0859 SUPERSEDED SURVEY CONTROL GU0859 GU0859 NGVD 29 - 128.96 (m) 423.1 (f) RESET 3 GU0859 GU0859.Superseded values are not recommended for survey control. GU0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0859.See file dsdata.txt to determine how the superseded data were derived. GU0859 GU0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF270473(NAD 83) GU0859_MARKER: DB = BENCH MARK DISK GU0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU0859_STAMPING: W 928 RESET 1958 GU0859_MARK LOGO: CGS GU0859_MAGNETIC: N = NO MAGNETIC MATERIAL GU0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GU0859+STABILITY: SURFACE MOTION GU0859 GU0859 HISTORY - Date Condition Report By GU0859 HISTORY - 1958 MONUMENTED CGS GU0859 HISTORY - 19580909 GOOD CGS GU0859 GU0859 STATION DESCRIPTION GU0859 GU0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 GU0859'4.1 KM (2.55 MI) WESTERLY ALONG MOUNTAIN VIEW AVENUE, 56.7 M (186.0 GU0859'FT) NORTH OF THE CENTER OF THE AVENUE, 26.3 M (86.3 FT) NORTHEAST OF A GU0859'UTILITY POLE WITH A TRANSFORMER AND ELECTRIC METER, 23.7 M (77.8 FT) GU0859'NORTH NORTHWEST OF A UTILITY POLE WITH A LARGE TRANSFORMER, 9.0 M GU0859'(29.5 FT) WEST OF THE CENTER OF A DIRT ROAD, ABOUT 25 YARDS TO THE GU0859'SOUTH IS A STANDARD BRASS DISK SET IN THE TOP OF A 12 INCH CONCRETE GU0859'CYLINDER THAT PROJECTS 4 INCHES, 21 FEET (6.4 M) SOUTH OF CENTERLINE, GU0859'3.0 FEET (0.9 M) WEST OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GT2157 *********************************************************************** GT2157 DESIGNATION - X 669 RESET GT2157 PID - GT2157 GT2157 STATE/COUNTY- CA/FRESNO GT2157 USGS QUAD - RIVERDALE (1954) GT2157 GT2157 *CURRENT SURVEY CONTROL GT2157 ___________________________________________________________________ GT2157* NAD 83(1986)- 36 25 49. (N) 119 51 04. (W) SCALED GT2157* NAVD 88 - 68.07 (+/-2cm) 223.3 (feet) VERTCON GT2157 ___________________________________________________________________ GT2157 GEOID HEIGHT- -33.03 (meters) GEOID99 GT2157 GT2157 VERT ORDER - THIRD (See Below) GT2157 GT2157.The horizontal coordinates were scaled from a topographic map and have GT2157.an estimated accuracy of +/- 6 seconds. GT2157 GT2157.The NAVD 88 height was computed by applying the VERTCON shift value to GT2157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT2157.The vertical order pertains to the superseded datum. GT2157 GT2157.The geoid height was determined by GEOID99. GT2157 GT2157; North East Units Estimated Accuracy GT2157;SPC CA 4 - 622,060. 1,923,690. MT (+/- 180 meters Scaled) GT2157 GT2157 SUPERSEDED SURVEY CONTROL GT2157 GT2157 NGVD 29 - 67.22 (m) 220.5 (f) RESET 3 GT2157 GT2157.Superseded values are not recommended for survey control. GT2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2157.See file dsdata.txt to determine how the superseded data were derived. GT2157 GT2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA444354(NAD 83) GT2157_MARKER: DV = VERTICAL CONTROL DISK GT2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT2157_STAMPING: X 669 RESET 1984 GT2157_MARK LOGO: NGS GT2157_MAGNETIC: N = NO MAGNETIC MATERIAL GT2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT2157+STABILITY: SURFACE MOTION GT2157 GT2157 HISTORY - Date Condition Report By GT2157 HISTORY - 1984 MONUMENTED CA-019 GT2157 GT2157 STATION DESCRIPTION GT2157 GT2157'DESCRIBED BY FRESNO COUNTY CALIFORNIA 1984 GT2157'0.55 MILE (0.89 KM) EAST ALONG MT. WHITNEY AVENUE FROM THE GT2157'EX-SOUTHERN PACIFIC RAILROAD STATION AT RIVERDALE, 215 FEET (65.5 M) GT2157'SOUTHWEST OF THE CENTER OF INTERSECTION OF MARKS AVENUE, 213 FEET GT2157'(64.9 M) SOUTH OF THE CENTER LINE OF MT. WHITNEY AVENUE, 33 FEET GT2157'(10.1 M) WEST OF THE CENTER LINE OF MARKS AVENUE, 2 FEET (0.6 M) GT2157'NORTHWEST OF POWER POLE WITH TRANSFORMER, 180 FEET (54.9 M) SOUTH OF GT2157'FENCE CORNER, 2.2 FEET (0.7 M) EAST OF FENCE, 0.3 FOOT (9.1 CM) EAST GT2157'OF WITNESS POST, 1/2 FOOT LOWER THAN MARKS AVENUE, AND SET IN TOP OF GT2157'A CONCRETE POST (2 1/2 FEET IN LENGTH WITH REBAR) PROJECTING 0.2 FOOT GT2157'(6.1 CM) ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9724 *********************************************************************** AA9724 DESIGNATION - Y 1193 RESET AA9724 PID - AA9724 AA9724 STATE/COUNTY- CA/FRESNO AA9724 USGS QUAD - HAMMONDS RANCH (1984) AA9724 AA9724 *CURRENT SURVEY CONTROL AA9724 ___________________________________________________________________ AA9724* NAD 83(1986)- 36 46 39. (N) 120 41 31. (W) SCALED AA9724* NAVD 88 - 121.47 (meters) 398.5 (feet) RESET AA9724 ___________________________________________________________________ AA9724 GEOID HEIGHT- -33.30 (meters) GEOID99 AA9724 AA9724 VERT ORDER - THIRD AA9724 AA9724.The horizontal coordinates were scaled from a topographic map and have AA9724.an estimated accuracy of +/- 6 seconds. AA9724 AA9724.The orthometric height was computed from unverified reset data. AA9724 AA9724.The geoid height was determined by GEOID99. AA9724 AA9724; North East Units Estimated Accuracy AA9724;SPC CA 4 - 661,580. 1,848,980. MT (+/- 180 meters Scaled) AA9724 AA9724 SUPERSEDED SURVEY CONTROL AA9724 AA9724.No superseded survey control is available for this station. AA9724 AA9724_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF059726(NAD 83) AA9724_MARKER: DV = VERTICAL CONTROL DISK AA9724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA9724_STAMPING: Y 1193 RESET 1992 AA9724_MARK LOGO: NGS AA9724_MAGNETIC: N = NO MAGNETIC MATERIAL AA9724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA9724+STABILITY: SURFACE MOTION AA9724 AA9724 HISTORY - Date Condition Report By AA9724 HISTORY - 1992 MONUMENTED PG+E AA9724 AA9724 STATION DESCRIPTION AA9724 AA9724'DESCRIBED BY PACIFIC GAS AND ELECTRIC COMPANY 1992 (GMS) AA9724'FROM THE NORTHWEST CORNER OF SECTION 30, TOWNSHIP 13 SOUTH, RANGE 12 AA9724'E., AT MOUNT DIABLO BASE MERIDIAN, EASTERLY ALONG THE NORTHERLY LINE AA9724'OF SECTION 30 (AKA SHIELDS AVENUE) FOR APPROXIMATELY 76 M (249.3 FT) AA9724'AND SOUTHERLY APPROXIMATELY 6 M (19.7 FT) SOUTH OF THE NORTH LINE OF AA9724'SECTION 30, LOCATED 1.2 M (3.9 FT) EASTERLY OF AN EXISTING 12KV WOOD AA9724'UTILITY POLE AMD 0.6M SOUTHERLY OF THE EXISTING EAST-WEST 12KV WOOD AA9724'UTILITY POLE LINE LOCATED 2 FEET (0.6 M) NORTHERLY OF THE SOUTHERLY AA9724'BOUNDARY OF SHIELDS AVENUE, MARK IS 0.25 FEET (7.62 CM) BELOW GROUND AA9724'SURFACE.