1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 DG9697 *********************************************************************** DG9697 DESIGNATION - 12193003 AVE 7 SLC DG9697 PID - DG9697 DG9697 STATE/COUNTY- CA/FRESNO DG9697 USGS QUAD - HERNDON (1978) DG9697 DG9697 *CURRENT SURVEY CONTROL DG9697 ___________________________________________________________________ DG9697* NAD 83(1998)- 36 51 06.08341(N) 119 56 42.99202(W) ADJUSTED DG9697* NAVD 88 - 97.2 (meters) 319. (feet) GPS OBS DG9697 ___________________________________________________________________ DG9697 EPOCH DATE - 2004.50 DG9697 X - -2,550,738.695 (meters) COMP DG9697 Y - -4,427,770.230 (meters) COMP DG9697 Z - 3,804,274.564 (meters) COMP DG9697 LAPLACE CORR- 4.60 (seconds) DEFLEC99 DG9697 ELLIP HEIGHT- 64.82 (meters) (04/01/05) GPS OBS DG9697 GEOID HEIGHT- -32.33 (meters) GEOID03 DG9697 DG9697 HORZ ORDER - B DG9697 ELLP ORDER - THIRD CLASS I DG9697 DG9697.The horizontal coordinates were established by GPS observations DG9697.and adjusted by the GEODETIC SOLUTIONS in April 2005. DG9697.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DG9697.DATUM ITEM on the data sheet items page. DG9697.The horizontal coordinates are valid at the epoch date displayed above. DG9697.The epoch date for horizontal control is a decimal equivalence DG9697.of Year/Month/Day. DG9697 DG9697.The orthometric height was determined by GPS observations and a DG9697.high-resolution geoid model. DG9697 DG9697.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG9697 DG9697.The Laplace correction was computed from DEFLEC99 derived deflections. DG9697 DG9697.The ellipsoidal height was determined by GPS observations DG9697.and is referenced to NAD 83. DG9697 DG9697.The geoid height was determined by GEOID03. DG9697 DG9697; North East Units Scale Factor Converg. DG9697;SPC CA 4 - 668,894.960 1,915,702.007 MT 0.99994850 -0 33 50.2 DG9697;SPC CA 4 - 2,194,532.88 6,285,099.00 sFT 0.99994850 -0 33 50.2 DG9697;UTM 11 - 4,082,470.048 237,400.130 MT 1.00044962 -1 46 02.7 DG9697;UTM 10 - 4,082,776.851 772,360.867 MT 1.00051397 +1 49 59.5 DG9697 DG9697! - Elev Factor x Scale Factor = Combined Factor DG9697!SPC CA 4 - 0.99998983 x 0.99994850 = 0.99993833 DG9697!UTM 11 - 0.99998983 x 1.00044962 = 1.00043944 DG9697!UTM 10 - 0.99998983 x 1.00051397 = 1.00050379 DG9697 DG9697 SUPERSEDED SURVEY CONTROL DG9697 DG9697.No superseded survey control is available for this station. DG9697 DG9697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA3740082470(NAD 83) DG9697_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION DG9697_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. DG9697_SP_SET: BRASS PLATE DG9697_STAMPING: LS 4343 DG9697_MARK LOGO: CASLC DG9697_MAGNETIC: N = NO MAGNETIC MATERIAL DG9697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9697+STABILITY: SURFACE MOTION DG9697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9697+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2004 DG9697 DG9697 HISTORY - Date Condition Report By DG9697 HISTORY - 2004052 MONUMENTED CASLC DG9697 HISTORY - 20040525 GOOD CADT DG9697 DG9697 STATION DESCRIPTION DG9697 DG9697'DESCRIBED BY CALTRANS 2004 (DB) DG9697'THE STATION IS LOCATED 1.2 MI NORTH OF THE FRESNO AND MADERA COUNTY DG9697'LINE AND 10 MI SOUTHEASTERLY OF THE CITY OF MADERA. TO REACH THE DG9697'STATION FROM THE INTERSECTION OF SR99 OVERCROSSING AND HERNDON AVE, GO DG9697'NORTH ALONG SR99 1.1 MI TO THE SAN JOAQUIN RIVER CROSSING. CONTINUE DG9697'NORTH ALONG SR99 0.7 MI TO THE AVE 7 OFFRAMP. TAKE THE AVE 7 OFFRAMP DG9697'AND CONTINUE NORTHERLY 0.28 MI ALONG OFFRAMP TO STOP SIGN AND END OF DG9697'RAMP. TURN RIGHT ONTO AVE. 7 AND CONTINUE EAST 0.03 MI (ABOUT 160 DG9697'FT) TO THE MARK ON THE LEFT. THE STATION IS A STATE LANDS COMMISSION DG9697'BRASS CAP SET FLUSH IN THE NORTHEASTERLY END OF THE BRIDGE DG9697'OVERCROSSING THE UNION PACIFIC RAILROAD TRACKS. STATION IS 2.18 M DG9697'WEST OF THE EAST END OF BRIDGE, 5.58M NORTH OF THE CENTERLINE OF AVE. DG9697'7, 0.290 M WEST OF THE INTERSECTION OF ROAD 33 AND AVE 7, AND 144 M DG9697'EAST OF THE INTERSECTION OF SR99 AND AVE 7. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 DG9699 *********************************************************************** DG9699 DESIGNATION - BRIAR DG9699 PID - DG9699 DG9699 STATE/COUNTY- CA/FRESNO DG9699 USGS QUAD - CLOVIS (1981) DG9699 DG9699 *CURRENT SURVEY CONTROL DG9699 ___________________________________________________________________ DG9699* NAD 83(1998)- 36 49 23.36957(N) 119 42 59.04752(W) ADJUSTED DG9699* NAVD 88 - 108.3 (meters) 355. (feet) GPS OBS DG9699 ___________________________________________________________________ DG9699 EPOCH DATE - 2004.50 DG9699 X - -2,533,976.962 (meters) COMP DG9699 Y - -4,439,580.972 (meters) COMP DG9699 Z - 3,801,747.524 (meters) COMP DG9699 LAPLACE CORR- 7.43 (seconds) DEFLEC99 DG9699 ELLIP HEIGHT- 76.65 (meters) (04/01/05) GPS OBS DG9699 GEOID HEIGHT- -31.58 (meters) GEOID03 DG9699 DG9699 HORZ ORDER - B DG9699 ELLP ORDER - THIRD CLASS I DG9699 DG9699.The horizontal coordinates were established by GPS observations DG9699.and adjusted by the GEODETIC SOLUTIONS in April 2005. DG9699.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DG9699.DATUM ITEM on the data sheet items page. DG9699.The horizontal coordinates are valid at the epoch date displayed above. DG9699.The epoch date for horizontal control is a decimal equivalence DG9699.of Year/Month/Day. DG9699 DG9699.The orthometric height was determined by GPS observations and a DG9699.high-resolution geoid model. DG9699 DG9699.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG9699 DG9699.The Laplace correction was computed from DEFLEC99 derived deflections. DG9699 DG9699.The ellipsoidal height was determined by GPS observations DG9699.and is referenced to NAD 83. DG9699 DG9699.The geoid height was determined by GEOID03. DG9699 DG9699; North East Units Scale Factor Converg. DG9699;SPC CA 4 - 665,552.356 1,936,088.480 MT 0.99994667 -0 25 38.6 DG9699;SPC CA 4 - 2,183,566.35 6,351,983.62 sFT 0.99994667 -0 25 38.6 DG9699;UTM 11 - 4,078,698.712 257,720.864 MT 1.00032321 -1 37 43.9 DG9699 DG9699! - Elev Factor x Scale Factor = Combined Factor DG9699!SPC CA 4 - 0.99998797 x 0.99994667 = 0.99993464 DG9699!UTM 11 - 0.99998797 x 1.00032321 = 1.00031118 DG9699 DG9699 SUPERSEDED SURVEY CONTROL DG9699 DG9699.No superseded survey control is available for this station. DG9699 DG9699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA5772178699(NAD 83) DG9699_MARKER: DD = SURVEY DISK DG9699_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. DG9699_SP_SET: SIDEWALK DG9699_STAMPING: BRIAR 2004 DG9699_MARK LOGO: CADT DG9699_MAGNETIC: N = NO MAGNETIC MATERIAL DG9699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9699+STABILITY: SURFACE MOTION DG9699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9699+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2004 DG9699 DG9699 HISTORY - Date Condition Report By DG9699 HISTORY - 20040215 MONUMENTED CADT DG9699 DG9699 STATION DESCRIPTION DG9699 DG9699'DESCRIBED BY CALTRANS 2004 (DB) DG9699'THE STATION IS LOCATED IN THE CITY OF CLOVIS AT THE BULLARD AVE. DG9699'OVERCROSSING OF SR168. TO REACH THE STATION FROM THE INTERSECTION OF DG9699'SR180 AND SR99, GO EAST ALONG SR180 3.4 MI TO THE SR168 EAST EXIT, DG9699'MERGE RIGHT CONTINUING EAST AND THAN NORTHERLY ALONG THE SR168 EAST DG9699'ONRAMP. MERGING LEFT ONTO SR168, CONTINUE NORTHEASTERLY 2.9MI TO THE DG9699'ASHLAN OVERCROSSING, CONTINUE NORTHEASTERLY ALONG SR168 2.6 MI TO THE DG9699'BULLARD AVE. EXIT. MERGE NORTHEASTERLY ONTO THE EXIT AND CONTINUE DG9699'NORTHERLY 0.3 MI (STAYING IN THE LEFT LANE UNTIL THE LANE SPLITS, AT DG9699'WHICH TIME STAY RIGHT) TO THE INTERSECTION OF BULLARD AVE AND THE END DG9699'OF THE OFFRAMP. TURN LEFT, CONTINUE WEST ALONG BULLARD AVE ABOUT 100 DG9699'FT TO THE MARK ON THE RIGHT. THE STATION IS A 3 IN ALUMINUM CAP DG9699'LOCATED IN THE NORTHEAST CORNER OF THE BRIDGE OVERCROSSING OF SR 168, DG9699'SET FLUSH IN CONCRETE BRIDGE SIDEWALK. STATION IS 200 FT EAST OF DG9699'THE CENTERLINE OF SR168, 50 FT NORTH OF THE CENTERLINE OF BULLARD AVE, DG9699'2 FT NORTH OF THE FLOWLINE OF CURB, 64.7 FT SOUTHEAST OF LIGHT STAND DG9699'NO. 5.348, 7.5 FT SOUTH OF BRIDGE WALL FACE. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 GT1443 *********************************************************************** GT1443 DESIGNATION - D 287 GT1443 PID - GT1443 GT1443 STATE/COUNTY- CA/FRESNO GT1443 USGS QUAD - MALAGA (1981) GT1443 GT1443 *CURRENT SURVEY CONTROL GT1443 ___________________________________________________________________ GT1443* NAD 83(1998)- 36 43 19.92776(N) 119 39 44.17757(W) ADJUSTED GT1443* NAVD 88 - 101.0 (meters) 331. (feet) GPS OBS GT1443 ___________________________________________________________________ GT1443 EPOCH DATE - 2004.50 GT1443 X - -2,533,097.785 (meters) COMP GT1443 Y - -4,447,795.936 (meters) COMP GT1443 Z - 3,792,768.916 (meters) COMP GT1443 LAPLACE CORR- 7.83 (seconds) DEFLEC99 GT1443 ELLIP HEIGHT- 69.36 (meters) (04/01/05) GPS OBS GT1443 GEOID HEIGHT- -31.59 (meters) GEOID03 GT1443 GT1443 HORZ ORDER - B GT1443 VERT ORDER - SECOND CLASS 0 (See Below) GT1443 ELLP ORDER - THIRD CLASS I GT1443 GT1443.The horizontal coordinates were established by GPS observations GT1443.and adjusted by the GEODETIC SOLUTIONS in April 2005. GT1443.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT1443.DATUM ITEM on the data sheet items page. GT1443.The horizontal coordinates are valid at the epoch date displayed above. GT1443.The epoch date for horizontal control is a decimal equivalence GT1443.of Year/Month/Day. GT1443 GT1443.The orthometric height was determined by GPS observations and a GT1443.high-resolution geoid model. GT1443.The vertical order pertains to the NGVD 29 superseded value. GT1443 GT1443.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT1443 GT1443.The Laplace correction was computed from DEFLEC99 derived deflections. GT1443 GT1443.The ellipsoidal height was determined by GPS observations GT1443.and is referenced to NAD 83. GT1443 GT1443.The geoid height was determined by GEOID03. GT1443 GT1443; North East Units Scale Factor Converg. GT1443;SPC CA 4 - 654,315.151 1,940,840.231 MT 0.99994217 -0 23 42.4 GT1443;SPC CA 4 - 2,146,698.96 6,367,573.32 sFT 0.99994217 -0 23 42.4 GT1443;UTM 11 - 4,067,360.354 262,237.994 MT 1.00029651 -1 35 33.4 GT1443 GT1443! - Elev Factor x Scale Factor = Combined Factor GT1443!SPC CA 4 - 0.99998911 x 0.99994217 = 0.99993129 GT1443!UTM 11 - 0.99998911 x 1.00029651 = 1.00028562 GT1443 GT1443 SUPERSEDED SURVEY CONTROL GT1443 GT1443 NGVD 29 (??/??/92) 100.232 (m) 328.84 (f) ADJ UNCH 2 0 GT1443 GT1443.Superseded values are not recommended for survey control. GT1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1443.See file dsdata.txt to determine how the superseded data were derived. GT1443 GT1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA6223867360(NAD 83) GT1443_MARKER: DB = BENCH MARK DISK GT1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT1443_SP_SET: SET IN TOP OF CONCRETE MONUMENT GT1443_STAMPING: D 287 1934 GT1443_MAGNETIC: N = NO MAGNETIC MATERIAL GT1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT1443+STABILITY: SURFACE MOTION GT1443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT1443+SATELLITE: SATELLITE OBSERVATIONS - 2004 GT1443 GT1443 HISTORY - Date Condition Report By GT1443 HISTORY - 1934 MONUMENTED CGS GT1443 HISTORY - 1959 GOOD NGS GT1443 HISTORY - 2004 GOOD CADT GT1443 GT1443 STATION DESCRIPTION GT1443 GT1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 GT1443'6.7 MI NW FROM SANGER. GT1443'6.7 MILES NORTH AND WEST ALONG THE SOUTHERN PACIFIC RAILROAD GT1443'FROM THE STATION AT SANGER, 0.1 MILE EAST OF THE CROSSING OF GT1443'TEMPERANCE AVENUE, 0.1 MILE EAST OF MILEPOLE 213, AT THE EAST GT1443'END OF LOCANS SIDING, 25.9 FEET NORTH OF THE NORTH RAIL OF THE GT1443'MAIN TRACK, 117 FEET WEST OF A SWITCH STAND, 16.3 FEET NORTH GT1443'OF THE NORTH RAIL OF A SPUR TRACK, 0.9 FOOT WEST OF A WITNESS GT1443'POST, ABOUT 1/2 FOOT HIGHER THAN THE TRACK, AND SET IN THE TOP GT1443'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. GT1443 GT1443 STATION RECOVERY (2004) GT1443 GT1443'RECOVERY NOTE BY CALTRANS 2004 GT1443'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 DG9705 *********************************************************************** DG9705 DESIGNATION - ERIKA DG9705 PID - DG9705 DG9705 STATE/COUNTY- CA/FRESNO DG9705 USGS QUAD - ROUND MOUNTAIN (1978) DG9705 DG9705 *CURRENT SURVEY CONTROL DG9705 ___________________________________________________________________ DG9705* NAD 83(1998)- 36 51 58.44579(N) 119 36 54.49506(W) ADJUSTED DG9705* NAVD 88 - 135.3 (meters) 444. (feet) GPS OBS DG9705 ___________________________________________________________________ DG9705 EPOCH DATE - 2004.50 DG9705 X - -2,524,720.815 (meters) COMP DG9705 Y - -4,441,579.669 (meters) COMP DG9705 Z - 3,805,589.744 (meters) COMP DG9705 LAPLACE CORR- 7.92 (seconds) DEFLEC99 DG9705 ELLIP HEIGHT- 104.27 (meters) (04/01/05) GPS OBS DG9705 GEOID HEIGHT- -31.04 (meters) GEOID03 DG9705 DG9705 HORZ ORDER - B DG9705 ELLP ORDER - THIRD CLASS I DG9705 DG9705.The horizontal coordinates were established by GPS observations DG9705.and adjusted by the GEODETIC SOLUTIONS in April 2005. DG9705.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DG9705.DATUM ITEM on the data sheet items page. DG9705.The horizontal coordinates are valid at the epoch date displayed above. DG9705.The epoch date for horizontal control is a decimal equivalence DG9705.of Year/Month/Day. DG9705 DG9705.The orthometric height was determined by GPS observations and a DG9705.high-resolution geoid model. DG9705 DG9705.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG9705 DG9705.The Laplace correction was computed from DEFLEC99 derived deflections. DG9705 DG9705.The ellipsoidal height was determined by GPS observations DG9705.and is referenced to NAD 83. DG9705 DG9705.The geoid height was determined by GEOID03. DG9705 DG9705; North East Units Scale Factor Converg. DG9705;SPC CA 4 - 670,269.812 1,945,152.958 MT 0.99994953 -0 22 01.1 DG9705;SPC CA 4 - 2,199,043.54 6,381,722.66 sFT 0.99994953 -0 22 01.1 DG9705;UTM 11 - 4,083,226.544 266,885.503 MT 1.00026952 -1 34 10.8 DG9705 DG9705! - Elev Factor x Scale Factor = Combined Factor DG9705!SPC CA 4 - 0.99998364 x 0.99994953 = 0.99993317 DG9705!UTM 11 - 0.99998364 x 1.00026952 = 1.00025315 DG9705 DG9705 SUPERSEDED SURVEY CONTROL DG9705 DG9705.No superseded survey control is available for this station. DG9705 DG9705_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA6688683227(NAD 83) DG9705_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION DG9705_SETTING: 30 = SET IN A LIGHT STRUCTURE DG9705_SP_SET: CONC 4MX4M SLAB DG9705_STAMPING: ERIKA 2004 DG9705_MARK LOGO: CADT DG9705_MAGNETIC: N = NO MAGNETIC MATERIAL DG9705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9705+STABILITY: SURFACE MOTION DG9705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9705+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2004 DG9705 DG9705 HISTORY - Date Condition Report By DG9705 HISTORY - 20040525 MONUMENTED CADT DG9705 DG9705 STATION DESCRIPTION DG9705 DG9705'DESCRIBED BY CALTRANS 2004 (DB) DG9705'THE STATION IS LOCATED ABOUT 5 MI NORTHEAST OF THE CITY OF CLOVIS. TO DG9705'REACH THE STATION FROM THE INTERSECTION OF SR180 AND SR99, GO EAST DG9705'ALONG SR180 3.4 MI TO THE SR168 EAST EXIT, MERGE RIGHT CONTINUING DG9705'EAST AND THAN NORTHERLY ALONG THE SR168 EAST ONRAMP. MERGE LEFT ONTO DG9705'SR168, CONTUNING NORTHEASTERLY 2.9MI TO THE ASHLAN OVERCROSSING. DG9705'CONTINUE NORTHEASTERLY ALONG SR168 3.3 MI TO THE BULLARD AVE DG9705'OVERCROSSING. CONTINUE NORTHEASTERLY ALONG SR168 4.98 MI TO THE DG9705'INTERSECTION OF SR168 AND TOLLHOUSE RD. CONTINUE NORTHEASTERLY ALONG DG9705'SR168, 1.28 MI TO THE INTERSECTION OF SHEPHERD AVE AND SR168. TURN DG9705'RIGHT ONTO SHEPHERD, AND CONTINUE EAST THAN SOUTH ALONG SHEPHERD 0.18 DG9705'MI TO THE INTERSECTION OF COLE AVE. AND SHEPHERD AVE. TURN LEFT, DG9705'CONTINUE EAST ALONG COLE 0.1 MI TO THE INTERSECTION OF THOMPSON AVE DG9705'AND COLE AVE. TURN LEFT, CONTINUE NORTH ALONG THOMPSON AVE 0.2 MI TO DG9705'THE END OF THE ROAD AND CUL-DE-SAC. BEAR RIGHT ONTO A PAVED AND OILED DG9705'ROAD, PARALLEL WITH SR168. CONTINUE EASTNORTHEAST ALONG FRONTAGE DG9705'ROAD, 0.35 MI TO THE MARK ON THE RIGHT. THE STATION IS A 2 IN BRASS DG9705'DISC FLUSH IN THE CONCRETE PAD OF A PUMP STATION, 13.4 FT SOUTHEAST DG9705'OF A 4 FT DIAMETER STAND PIPE, 29.5 FT SOUTHEAST OF A SERVICE POLE DG9705'WITH METER, 25 FT SOUTH OF THE CENTERLINE OF PAVED AND DIRT FRONTAGE DG9705'ROAD. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 DG9701 *********************************************************************** DG9701 DESIGNATION - GENTRY DG9701 PID - DG9701 DG9701 STATE/COUNTY- CA/FRESNO DG9701 USGS QUAD - CLOVIS (1981) DG9701 DG9701 *CURRENT SURVEY CONTROL DG9701 ___________________________________________________________________ DG9701* NAD 83(1998)- 36 51 07.77369(N) 119 43 33.06577(W) ADJUSTED DG9701* NAVD 88 - 111.4 (meters) 365. (feet) GPS OBS DG9701 ___________________________________________________________________ DG9701 EPOCH DATE - 2004.50 DG9701 X - -2,533,753.562 (meters) COMP DG9701 Y - -4,437,489.469 (meters) COMP DG9701 Z - 3,804,325.218 (meters) COMP DG9701 LAPLACE CORR- 7.34 (seconds) DEFLEC99 DG9701 ELLIP HEIGHT- 79.76 (meters) (04/01/05) GPS OBS DG9701 GEOID HEIGHT- -31.57 (meters) GEOID03 DG9701 DG9701 HORZ ORDER - B DG9701 ELLP ORDER - THIRD CLASS I DG9701 DG9701.The horizontal coordinates were established by GPS observations DG9701.and adjusted by the GEODETIC SOLUTIONS in April 2005. DG9701.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DG9701.DATUM ITEM on the data sheet items page. DG9701.The horizontal coordinates are valid at the epoch date displayed above. DG9701.The epoch date for horizontal control is a decimal equivalence DG9701.of Year/Month/Day. DG9701 DG9701.The orthometric height was determined by GPS observations and a DG9701.high-resolution geoid model. DG9701 DG9701.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG9701 DG9701.The Laplace correction was computed from DEFLEC99 derived deflections. DG9701 DG9701.The ellipsoidal height was determined by GPS observations DG9701.and is referenced to NAD 83. DG9701 DG9701.The geoid height was determined by GEOID03. DG9701 DG9701; North East Units Scale Factor Converg. DG9701;SPC CA 4 - 668,776.816 1,935,269.810 MT 0.99994854 -0 25 58.9 DG9701;SPC CA 4 - 2,194,145.27 6,349,297.70 sFT 0.99994854 -0 25 58.9 DG9701;UTM 11 - 4,081,940.861 256,969.733 MT 1.00032770 -1 38 08.3 DG9701 DG9701! - Elev Factor x Scale Factor = Combined Factor DG9701!SPC CA 4 - 0.99998748 x 0.99994854 = 0.99993602 DG9701!UTM 11 - 0.99998748 x 1.00032770 = 1.00031518 DG9701 DG9701 SUPERSEDED SURVEY CONTROL DG9701 DG9701.No superseded survey control is available for this station. DG9701 DG9701_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA5697081941(NAD 83) DG9701_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION DG9701_SETTING: 30 = SET IN A LIGHT STRUCTURE DG9701_SP_SET: CONCRETE MEDIAN DG9701_STAMPING: GENTRY 2004 DG9701_MARK LOGO: CADT DG9701_MAGNETIC: N = NO MAGNETIC MATERIAL DG9701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9701+STABILITY: SURFACE MOTION DG9701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9701+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2004 DG9701 DG9701 HISTORY - Date Condition Report By DG9701 HISTORY - 20040704 MONUMENTED CADT DG9701 DG9701 STATION DESCRIPTION DG9701 DG9701'DESCRIBED BY CALTRANS 2004 (DB) DG9701'THE STATION IS LOCATED IN THE CITY OF CLOVIS NEAR THE INTERSECTION OF DG9701'WILLOW AVE. AND NEES AVE. TO REACH THE STATION FROM THE DG9701'INTERSECTION OF SR180 AND SR99, GO EAST ALONG SR180 3.4 MI TO THE DG9701'SR168 EAST EXIT. MERGE RIGHT CONTINUING EAST AND THEN NORTHERLY ALONG DG9701'THE SR168 EAST ONRAMP. MERGE LEFT ONTO SR168 AND CONTINUE DG9701'NORTHEASTERLY 2.9 MI TO THE ASHLAN OVERCROSSING, CONTINUE DG9701'NORTHEASTERLY ALONG SR168 2.6 MI TO THE BULLARD AVE. EXIT. MERGE DG9701'NORTHEASTERLY ONTO THE EXIT AND CONTINUE NORTHERLY 0.3 MI (STAYING IN DG9701'THE LEFT LANE UNTIL THE LANE SPLITS, AT WHICH TIME STAY RIGHT) TO THE DG9701'INTERSECTION OF BULLARD AVE AND THE END OF THE OFFRAMP. TURN LEFT, DG9701'CONTINUE WEST ALONG BULLARD AVE 0.75 MI TO THE INTERSECTION OF WILLOW DG9701'AVE. AND BULLARD AVE. TURN RIGHT AND CONTINUE NORTH ON WILLOW 1.0 MI DG9701'TO THE INTERSECTION OF WILLOW AVE AND HERNDON AVE. CONTINUE NORTH DG9701'ALONG WILLOW 1.0 MI TO THE INTERSECTION OF NEES AVE AND WILLOW AVE. DG9701'TURN RIGHT AND CONTINUE EAST ALONG NEES AVE. 0.2 MI TO THE MARK ON DG9701'THE LEFT. THE STATION IS A 2.5 IN BRASS CAP SET FLUSH IN CONCRETE IN DG9701'THE CENTER OF THE 5 FT WIDE MEDIAN OF NEES AVE AND LOCATED ON THE DG9701'EAST EDGE OF MEDIAN AIRVENT GRATE. THE STATION IS 26.5 FT NORTHEAST DG9701'OF STORM DRAIN MANHOLE, 42.9 FT WEST OF THE EAST END OF MEDIAN, 65 FT DG9701'WEST OF THE CENTERLINE OF TIMMY AVE. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 DG9695 *********************************************************************** DG9695 DESIGNATION - H1 1941 DG9695 PID - DG9695 DG9695 STATE/COUNTY- CA/FRESNO DG9695 USGS QUAD - LANES BRIDGE (1973) DG9695 DG9695 *CURRENT SURVEY CONTROL DG9695 ___________________________________________________________________ DG9695* NAD 83(1998)- 36 52 30.06580(N) 119 47 31.26734(W) ADJUSTED DG9695* NAVD 88 - 88.4 (meters) 290. (feet) GPS OBS DG9695 ___________________________________________________________________ DG9695 EPOCH DATE - 2004.50 DG9695 X - -2,538,111.074 (meters) COMP DG9695 Y - -4,433,223.619 (meters) COMP DG9695 Z - 3,806,340.906 (meters) COMP DG9695 LAPLACE CORR- 6.59 (seconds) DEFLEC99 DG9695 ELLIP HEIGHT- 56.56 (meters) (04/01/05) GPS OBS DG9695 GEOID HEIGHT- -31.79 (meters) GEOID03 DG9695 DG9695 HORZ ORDER - B DG9695 ELLP ORDER - THIRD CLASS I DG9695 DG9695.The horizontal coordinates were established by GPS observations DG9695.and adjusted by the GEODETIC SOLUTIONS in April 2005. DG9695.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DG9695.DATUM ITEM on the data sheet items page. DG9695.The horizontal coordinates are valid at the epoch date displayed above. DG9695.The epoch date for horizontal control is a decimal equivalence DG9695.of Year/Month/Day. DG9695 DG9695.The orthometric height was determined by GPS observations and a DG9695.high-resolution geoid model. DG9695 DG9695.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG9695 DG9695.The Laplace correction was computed from DEFLEC99 derived deflections. DG9695 DG9695.The ellipsoidal height was determined by GPS observations DG9695.and is referenced to NAD 83. DG9695 DG9695.The geoid height was determined by GEOID03. DG9695 DG9695; North East Units Scale Factor Converg. DG9695;SPC CA 4 - 671,360.001 1,929,390.190 MT 0.99995019 -0 28 21.0 DG9695;SPC CA 4 - 2,202,620.27 6,330,007.65 sFT 0.99995019 -0 28 21.0 DG9695;UTM 11 - 4,084,648.007 251,143.345 MT 1.00036301 -1 40 34.6 DG9695 DG9695! - Elev Factor x Scale Factor = Combined Factor DG9695!SPC CA 4 - 0.99999112 x 0.99995019 = 0.99994131 DG9695!UTM 11 - 0.99999112 x 1.00036301 = 1.00035413 DG9695 DG9695 SUPERSEDED SURVEY CONTROL DG9695 DG9695.No superseded survey control is available for this station. DG9695 DG9695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA5114384648(NAD 83) DG9695_MARKER: DB = BENCH MARK DISK DG9695_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DG9695_SP_SET: CORNER OF LANES BRIDGE DG9695_STAMPING: US GEOLOGICAL SURVEY H1 1941 288 FEET DG9695_MARK LOGO: USGS DG9695_MAGNETIC: N = NO MAGNETIC MATERIAL DG9695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DG9695+STABILITY: POSITION/ELEVATION WELL DG9695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9695+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2004 DG9695 DG9695 HISTORY - Date Condition Report By DG9695 HISTORY - 19410909 MONUMENTED USGS DG9695 HISTORY - 20040525 GOOD CADT DG9695 DG9695 STATION DESCRIPTION DG9695 DG9695'DESCRIBED BY CALTRANS 2004 (DB) DG9695'THE STATION IS LOCATED AT THE FRESNO AND MADERA COUNTY LINE. TO DG9695'REACH THE STATION FROM THE INTERSECTION OF SR 41 AND HERNDON AVENUE IN DG9695'FRESNO, GO NORTH ALONG SR 41 2.75 MI TO THE SAN JOAQUIN RIVER DG9695'CROSSING, CONTINUE NORTH ALONG SR41 0.55 MI TO THE COBBS RANCH EXIT DG9695'(EXIT 138A). CONTINUE NORTHERLY ALONG EXIT RAMP 0.8 MI TO END OF RAMP DG9695'AND STOPLIGHT. TURN RIGHT (U-TURN) ONTO FRONTAGE ROAD, WHICH IS DG9695'BLACKSTONE. CONTINUE SOUTH ALONG BLACKSTONE 1.65 MI TO THE SOUTHERLY DG9695'END OF THE BRIDGE OVER THE SAN JOAQUIN RIVER AND THE MARK ON THE DG9695'RIGHT. THE STATION IS A 3.5 IN SURVEY DISC SET FLUSH IN SOUTHWEST DG9695'CORNER OF THE BRIDGE, 5.25 M NORTH OF THE SOUTHERLY END OF BRIDGE, DG9695'4.43 M WEST OF CENTERLINE OF BLACKSTONE, 8.30 M NORTHEAST OF ANGLE DG9695'POINT IN THE RIGHT OF WAY FENCE AND 17.68 M SOUTH OF THE GRATED DRAIN DG9695'INLET. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 GT2133 *********************************************************************** GT2133 DESIGNATION - HPGN CA 06 06 GT2133 PID - GT2133 GT2133 STATE/COUNTY- CA/FRESNO GT2133 USGS QUAD - FRESNO SOUTH (1981) GT2133 GT2133 *CURRENT SURVEY CONTROL GT2133 ___________________________________________________________________ GT2133* NAD 83(1998)- 36 41 54.35720(N) 119 45 27.78271(W) ADJUSTED GT2133* NAVD 88 - 88.1 (meters) 289. (feet) GPS OBS GT2133 ___________________________________________________________________ GT2133 EPOCH DATE - 2004.50 GT2133 X - -2,541,280.902 (meters) COMP GT2133 Y - -4,444,929.583 (meters) COMP GT2133 Z - 3,790,646.297 (meters) COMP GT2133 LAPLACE CORR- 5.97 (seconds) DEFLEC99 GT2133 ELLIP HEIGHT- 56.00 (meters) (04/01/05) GPS OBS GT2133 GEOID HEIGHT- -32.03 (meters) GEOID03 GT2133 GT2133 HORZ ORDER - B GT2133 ELLP ORDER - THIRD CLASS I GT2133 GT2133.The horizontal coordinates were established by GPS observations GT2133.and adjusted by the GEODETIC SOLUTIONS in April 2005. GT2133.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT2133.DATUM ITEM on the data sheet items page. GT2133.The horizontal coordinates are valid at the epoch date displayed above. GT2133.The epoch date for horizontal control is a decimal equivalence GT2133.of Year/Month/Day. GT2133 GT2133.The orthometric height was determined by GPS observations and a GT2133.high-resolution geoid model. GT2133 GT2133.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT2133 GT2133.The Laplace correction was computed from DEFLEC99 derived deflections. GT2133 GT2133.The ellipsoidal height was determined by GPS observations GT2133.and is referenced to NAD 83. GT2133 GT2133.The geoid height was determined by GEOID03. GT2133 GT2133; North East Units Scale Factor Converg. GT2133;SPC CA 4 - 651,740.652 1,932,293.544 MT 0.99994156 -0 27 07.4 GT2133;SPC CA 4 - 2,138,252.46 6,339,533.07 sFT 0.99994156 -0 27 07.4 GT2133;UTM 11 - 4,064,964.072 253,636.115 MT 1.00034783 -1 38 55.9 GT2133 GT2133! - Elev Factor x Scale Factor = Combined Factor GT2133!SPC CA 4 - 0.99999121 x 0.99994156 = 0.99993277 GT2133!UTM 11 - 0.99999121 x 1.00034783 = 1.00033904 GT2133 GT2133 SUPERSEDED SURVEY CONTROL GT2133 GT2133 ELLIP H (11/17/92) 56.07 (m) GP( ) 5 1 GT2133 NAD 83(1986)- 36 41 54.34739(N) 119 45 27.77111(W) AD(1984.00) 1 GT2133 NAD 83(1992)- 36 41 54.35251(N) 119 45 27.77620(W) AD(1991.35) B GT2133 ELLIP H (05/15/92) 56.07 (m) GP(1991.35) 4 2 GT2133 NGVD 29 (09/30/94) 87.3 (m) 286. (f) GPS OBS GT2133 GT2133.Superseded values are not recommended for survey control. GT2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2133.See file dsdata.txt to determine how the superseded data were derived. GT2133 GT2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA5363664964(NAD 83) GT2133_MARKER: DD = SURVEY DISK GT2133_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL GT2133+WITH SETTING: INFORMATION. GT2133_SP_SET: ALUMINUM ALLOY ROD GT2133_STAMPING: HPGN-CALIF. STA. 06-06 1991 GT2133_MARK LOGO: CADT GT2133_PROJECTION: FLUSH GT2133_MAGNETIC: N = NO MAGNETIC MATERIAL GT2133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GT2133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT2133+SATELLITE: SATELLITE OBSERVATIONS - 2004 GT2133_ROD/PIPE-DEPTH: 2.00 meters GT2133 GT2133 HISTORY - Date Condition Report By GT2133 HISTORY - 1991 MONUMENTED CADT GT2133 HISTORY - 19910514 GOOD NGS GT2133 HISTORY - 19920504 GOOD NGS GT2133 HISTORY - 19930119 GOOD CADT GT2133 HISTORY - 19930403 GOOD NOS GT2133 HISTORY - 19940214 GOOD NGS GT2133 HISTORY - 20000728 GOOD CADT GT2133 HISTORY - 2004 GOOD CADT GT2133 GT2133 STATION DESCRIPTION GT2133 GT2133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 GT2133'THE STATION IS LOCATED IN THE CITY OF FRESNO, ABOUT 800 FT (243.8 M) GT2133'SOUTHEAST OF THE FLEMING FOODS WATER TOWER AND 500 FT (152.4 M) GT2133'NORTHWEST OF THE INTERSECTION OF GOLDEN STATE BOULEVARD AND RAILROAD GT2133'AVENUE. GT2133'TO REACH THE STATION FROM THE INTERSECTION OF GOLDEN STATE BOULEVARD GT2133'AND JENSON AVENUE, GO SOUTHEAST ON GOLDEN STATE BOULEVARD FOR 0.45 MI GT2133'(0.72 KM) TO ORANGE AVE. CONTINUE SOUTHEAST FOR 0.4 MI (0.6 KM) TO GT2133'THE STATION ON THE LEFT. GT2133'THE STATION IS AN ALUMINUM DISK CEMENTED TO AN ALUMINUM ALLOY ROD GT2133'ENCLOSED IN A LOGO CAP AND SET BETWEEN NORTHBOUND GOLDEN STATE GT2133'BOULEVARD AND THE RIGHT-OF-WAY FENCE IN LINE WITH OLEANDERS. LOCATED GT2133'52.0 FT (15.8 M) NORTHEAST OF THE CENTERLINE OF GOLDEN STATE GT2133'BOULEVARD, 21.0 FT (6.4 M) SOUTHWEST OF THE RIGHT-OF-WAY FENCE AND GT2133'3.0 FT (0.9 M) WEST OF A FIBERGLASS WITNESS POST. GT2133'TO REACH THE BM FROM THE STATION, GO SOUTHEAST ON GOLDEN STATE BLVD GT2133'0.1 MI (0.2 KM) TO THE INTERSECTION OF GOLDEN STATE BLVD AND RAILROAD GT2133'AVE. TURN LEFT ON RAILROAD AVE, GO 0.6 MI (1.0 KM) ON RAILROAD AVE TO GT2133'BENCH ON THE RIGHT. BM E-369 IS 33.3 FT (10.1 M) NORTHEAST OF GT2133'CENTERLINE RAILROAD AVE, 26.9 FT (8.2 M) NORTHWEST OF A 2 X 2 F00T GT2133'CONCRETE BASE FOR A SWITCH SIGNAL AND 2.4 FT (0.7 M) NORTH OF A STEEL GT2133'WITNESS POST IN LINE WITH THE OLEANDERS. GT2133 GT2133 STATION RECOVERY (1992) GT2133 GT2133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 GT2133'STATION IS LOCATED IN THE SOUTH SECTION OF FRESNO, IN THE INDUSTRIAL GT2133'AREA, 1 KM (0.6 MI) NORTHEAST OF STATE HIGHWAY 99, ADJACENT TO A GT2133'CALTRANS MAINTAINANCE YARD, ALONG GOLDEN STATE BOULEVARD, 0.3 KM GT2133'(0.2 MI) SOUTHEAST OF THE FLEMING FOODS WATER TANK, ON ROAD GT2133'RIGHT-OF-WAY. OWNERSHIP--CITY OF FRESNO. GT2133'TO REACH FROM THE OVERPASS AT THE JUNCTION OF STATE HIGHWAY 99 AND GT2133'CEDAR AVENUE, 2.1 KM (1.3 MI) SOUTHEAST OF THE JUNCTION OF STATE GT2133'HIGHWAYS 41 SOUTH AND 99, GO EASTERLY ON CEDAR AVENUE FOR 0.27 KM GT2133'(0.17 MI) TO A CROSSROAD (NORTH AVENUE). CONTINUE AHEAD ON CEDAR GT2133'AVENUE FOR 0.60 KM (0.37 MI) TO A FOUR-LANE CROSSROAD. TURN LEFT, GT2133'NORTHWEST, ON GOLDEN STATE BOULEVARD FOR 0.18 KM (0.11 MI) TO THE GT2133'STATION ON THE RIGHT AT A METAL BUILDING. GT2133'STATION MARK IS A DISK SET ON A ROD ENCASED IN PVC PIPE WITH LOGO CAP GT2133'SET IN A CONCRETE POST FLUSH WITH THE GROUND. IT IS 17.6 M GT2133'(57.7 FT) NORTHEAST OF AND SLIGHTLY LOWER THAN THE NORTHBOUND LANES GT2133'OF STREET, 54.8 M (179.8 FT) NORTHWEST OF FENCE CORNER OF THE GT2133'CALTRANS YARD, 6.6 M (21.7 FT) SOUTHWEST OF A CHAIN LINK FENCE, 5.0 M GT2133'(16.4 FT) SOUTHEAST OF THE EXTENDED NORTHWEST WALL OF A METAL GT2133'BUILDING, 0.7 M (2.3 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST AND GT2133'IN LINE WITH A ROW OF OLEANDER BUSHES. GT2133 GT2133 STATION RECOVERY (1993) GT2133 GT2133'RECOVERY NOTE BY CALTRANS 1993 (NT) GT2133'RECOVERED AS DESCRIBED. GT2133 GT2133 STATION RECOVERY (1993) GT2133 GT2133'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF) GT2133'RECOVERED AS DESCRIBED. GT2133 GT2133 STATION RECOVERY (1994) GT2133 GT2133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) GT2133'THE STATION IS LOCATED IN THE SOUTH SECTION OF FRESNO, IN THE GT2133'INDUSTRIAL AREA, ADJACENT TO A CALTRANS MAINTENANCE YARD, AND ALONG GT2133'GOLDEN STATE BOULEVARD. OWNERSHIP--CITY OF FRESNO. TO REACH FROM THE GT2133'OVERPASS AT THE JUNCTION OF STATE HIGHWAY 99 AND CEDAR AVENUE, GT2133'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 41 SOUTH AND 99 IN FRESNO, GT2133'GO NORTH ON CEDAR AVENUE FOR 0.25 KM (0.16 MI) TO A CROSSROAD (NORTH GT2133'AVENUE). CONTINUE AHEAD ON CEDAR AVE FOR 0.6 KM (0.4 MI) TO A GT2133'FOUR-LANE CROSSROAD. TURN LEFT, NORTHWEST, ON GOLDEN STATE BOULEVARD GT2133'FOR 0.15 KM (0.09 MI) TO THE STATION ON THE RIGHT AT A METAL BUILDING. GT2133'STATION MARK IS A STANDARD CADT SURVEY DISK ATOP AN ALUMINUM ALLOY ROD GT2133'ENCASED IN A PIPE WITH LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH GT2133'THE GROUND. IT IS 17.6 M (57.7 FT) NORTHEAST OF, AND SLIGHTLY LOWER GT2133'THAN, THE NORTHBOUND LANES OF THE BOULEVARD, 54.8 M (179.8 FT) GT2133'NORTHWEST OF THE SOUTH FENCE CORNER OF THE CALTRANS YARD, 6.6 M (21.7 GT2133'FT) SOUTHWEST OF A CHAIN LINK FENCE, 5.0 SOUTHEAST OF THE EXTENDED GT2133'NORTHWEST WALL OF A METAL BUILDING, 0.7 M (2.3 FT) SOUTHWEST OF A GT2133'FIBERGLASS WITNESS POST, AND 0.6 M (2.0 FT) SOUTHEAST OF A FIBERGLASS GT2133'WITNESS POST. ROD DEPTH IS UNKNOWN. GT2133 GT2133 STATION RECOVERY (2000) GT2133 GT2133'RECOVERY NOTE BY CALTRANS 2000 (BSJ) GT2133'RECOVERED IN GOOD CONDITION. GT2133 GT2133 STATION RECOVERY (2004) GT2133 GT2133'RECOVERY NOTE BY CALTRANS 2004 GT2133'RECOVERED AS DESCRIBED. ROD IS ALUMINUM ALLOY. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AC6102 *********************************************************************** AC6102 DESIGNATION - HPGN D CA 06 QF AC6102 PID - AC6102 AC6102 STATE/COUNTY- CA/FRESNO AC6102 USGS QUAD - FRESNO NORTH (1981) AC6102 AC6102 *CURRENT SURVEY CONTROL AC6102 ___________________________________________________________________ AC6102* NAD 83(1998)- 36 47 33.93475(N) 119 51 39.02064(W) ADJUSTED AC6102* NAVD 88 - 89.1 (meters) 292. (feet) GPS OBS AC6102 ___________________________________________________________________ AC6102 EPOCH DATE - 2004.50 AC6102 X - -2,546,159.117 (meters) COMP AC6102 Y - -4,434,918.119 (meters) COMP AC6102 Z - 3,799,034.739 (meters) COMP AC6102 LAPLACE CORR- 5.35 (seconds) DEFLEC99 AC6102 ELLIP HEIGHT- 56.94 (meters) (04/01/05) GPS OBS AC6102 GEOID HEIGHT- -32.15 (meters) GEOID03 AC6102 AC6102 HORZ ORDER - B AC6102 ELLP ORDER - THIRD CLASS I AC6102 AC6102.The horizontal coordinates were established by GPS observations AC6102.and adjusted by the GEODETIC SOLUTIONS in April 2005. AC6102.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC6102.DATUM ITEM on the data sheet items page. AC6102.The horizontal coordinates are valid at the epoch date displayed above. AC6102.The epoch date for horizontal control is a decimal equivalence AC6102.of Year/Month/Day. AC6102 AC6102.The orthometric height was determined by GPS observations and a AC6102.high-resolution geoid model. AC6102 AC6102.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC6102 AC6102.The Laplace correction was computed from DEFLEC99 derived deflections. AC6102 AC6102.The ellipsoidal height was determined by GPS observations AC6102.and is referenced to NAD 83. AC6102 AC6102.The geoid height was determined by GEOID03. AC6102 AC6102; North East Units Scale Factor Converg. AC6102;SPC CA 4 - 662,285.032 1,923,173.078 MT 0.99994499 -0 30 48.8 AC6102;SPC CA 4 - 2,172,846.81 6,309,610.34 sFT 0.99994499 -0 30 48.8 AC6102;UTM 11 - 4,075,701.591 244,734.398 MT 1.00040283 -1 42 51.6 AC6102 AC6102! - Elev Factor x Scale Factor = Combined Factor AC6102!SPC CA 4 - 0.99999106 x 0.99994499 = 0.99993605 AC6102!UTM 11 - 0.99999106 x 1.00040283 = 1.00039389 AC6102 AC6102 SUPERSEDED SURVEY CONTROL AC6102 AC6102 NAD 83(1992)- 36 47 33.93010(N) 119 51 39.01395(W) AD(1991.35) 1 AC6102 ELLIP H (01/22/97) 57.06 (m) GP(1991.35) 4 2 AC6102 AC6102.Superseded values are not recommended for survey control. AC6102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC6102.See file dsdata.txt to determine how the superseded data were derived. AC6102 AC6102_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA4473475702(NAD 83) AC6102_MARKER: DD = SURVEY DISK AC6102_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AC6102_STAMPING: CA-HPGN-DENSIFICATION STA. 06-QF 1993 AC6102_MARK LOGO: CADT AC6102_PROJECTION: FLUSH AC6102_MAGNETIC: N = NO MAGNETIC MATERIAL AC6102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC6102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC6102+SATELLITE: SATELLITE OBSERVATIONS - 2004 AC6102_ROD/PIPE-DEPTH: 7.00 meters AC6102 AC6102 HISTORY - Date Condition Report By AC6102 HISTORY - 1993 MONUMENTED CADT AC6102 HISTORY - 20001021 GOOD CADT AC6102 HISTORY - 2004 GOOD CADT AC6102 AC6102 STATION DESCRIPTION AC6102 AC6102'DESCRIBED BY CALTRANS 1993 (NT) AC6102'THE STATION IS LOCATED IN FRESNO NEAR THE STATE HIGHWAY 99/ASHLAN AC6102'AVENUE INTERCHANGE. TO REACH THE STATION FROM THE INTERSECTION OF AC6102'ASHLAN AVENUE AND HIGHWAY 99, GO EAST ON ASHLAN AVENUE FOR 0.15 MI AC6102'(0.24 KM) TO GOLDEN STATE BLVD. TURN LEFT AND GO NORTH ON GOLDEN AC6102'STATE BLVD FOR 0.05 MI (0.08 KM) TO A SIDE ROAD RIGHT, GOLDEN STATE AC6102'BLVD, ALSO SIGNED AS THE SOUTHBOUND ON-RAMP TO HIGHWAY 99. TURN RIGHT AC6102'AND GO SOUTHEASTERLY ON GOLDEN STATE BLVD, PASSING UNDER ASHLAN AC6102'AVENUE, FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT AT THE AC6102'ENTRANCE OF THE ON-RAMP TO HIGHWAY 99. THE STATION IS A SURVEY DISK AC6102'ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE AC6102'GROUND, ABOUT 175 FT (53.3 M) SOUTHEAST OF THE CENTERLINE OF AC6102'BUCKINGHAM AVENUE, 72.8 FT (22.2 M) SOUTHWEST OF THE CENTERLINE OF AC6102'GOLDEN STATE BLVD, 36.0 FT (11.0 M) WEST OF THE CENTERLINE OF THE AC6102'SOUTHBOUND ON-RAMP TO HIGHWAY 99, 8.0 FT (2.4 M) EAST OF A 6 FT (1.8 AC6102'M) CHAIN LINK FENCE, 2.3 FT (0.7 M) NORTH OF A CARSONITE WITNESS POST AC6102'AND LEVEL WITH THE ROADWAY. THE STATION WAS OCCUPIED AS PART OF A AC6102'CALIFORNIA HPGN DENSIFICATION SURVEY. AC6102 AC6102 STATION RECOVERY (2000) AC6102 AC6102'RECOVERY NOTE BY CALTRANS 2000 (BSJ) AC6102'RECOVERED IN GOOD CONDITION. AC6102 AC6102 STATION RECOVERY (2004) AC6102 AC6102'RECOVERY NOTE BY CALTRANS 2004 AC6102'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 GT1583 *********************************************************************** GT1583 DESIGNATION - J 1233 GT1583 PID - GT1583 GT1583 STATE/COUNTY- CA/FRESNO GT1583 USGS QUAD - ROUND MOUNTAIN (1978) GT1583 GT1583 *CURRENT SURVEY CONTROL GT1583 ___________________________________________________________________ GT1583* NAD 83(1998)- 36 52 00.29547(N) 119 33 41.31967(W) ADJUSTED GT1583* NAVD 88 - 150.57 (meters) 494.0 (feet) LEVELING GT1583 ___________________________________________________________________ GT1583 EPOCH DATE - 2004.50 GT1583 X - -2,520,549.236 (meters) COMP GT1583 Y - -4,443,923.269 (meters) COMP GT1583 Z - 3,805,644.673 (meters) COMP GT1583 LAPLACE CORR- 8.88 (seconds) DEFLEC99 GT1583 ELLIP HEIGHT- 119.79 (meters) (04/01/05) GPS OBS GT1583 GEOID HEIGHT- -30.78 (meters) GEOID03 GT1583 GT1583 HORZ ORDER - B GT1583 VERT ORDER - THIRD GT1583 ELLP ORDER - THIRD CLASS I GT1583 GT1583.The horizontal coordinates were established by GPS observations GT1583.and adjusted by the GEODETIC SOLUTIONS in April 2005. GT1583.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT1583.DATUM ITEM on the data sheet items page. GT1583.The horizontal coordinates are valid at the epoch date displayed above. GT1583.The epoch date for horizontal control is a decimal equivalence GT1583.of Year/Month/Day. GT1583 GT1583.The orthometric height was determined by differential leveling. GT1583.The vertical network tie was performed by a horz. field party for horz. GT1583.obs reductions. Reset procedures were used to establish the elevation. GT1583 GT1583.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT1583 GT1583.The Laplace correction was computed from DEFLEC99 derived deflections. GT1583 GT1583.The ellipsoidal height was determined by GPS observations GT1583.and is referenced to NAD 83. GT1583 GT1583.The geoid height was determined by GEOID03. GT1583 GT1583; North East Units Scale Factor Converg. GT1583;SPC CA 4 - 670,297.520 1,949,937.665 MT 0.99994957 -0 20 05.9 GT1583;SPC CA 4 - 2,199,134.45 6,397,420.49 sFT 0.99994957 -0 20 05.9 GT1583;UTM 11 - 4,083,153.805 271,671.203 MT 1.00024231 -1 32 14.8 GT1583 GT1583! - Elev Factor x Scale Factor = Combined Factor GT1583!SPC CA 4 - 0.99998120 x 0.99994957 = 0.99993077 GT1583!UTM 11 - 0.99998120 x 1.00024231 = 1.00022351 GT1583 GT1583 SUPERSEDED SURVEY CONTROL GT1583 GT1583 NAD 83(1992)- 36 52 00.29082(N) 119 33 41.31313(W) AD(1991.35) 1 GT1583 ELLIP H (01/22/97) 119.81 (m) GP(1991.35) 4 2 GT1583 NGVD 29 (??/??/92) 149.746 (m) 491.29 (f) ADJ UNCH 1 1 GT1583 GT1583.Superseded values are not recommended for survey control. GT1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1583.See file dsdata.txt to determine how the superseded data were derived. GT1583 GT1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA7167183154(NAD 83) GT1583_MARKER: DB = BENCH MARK DISK GT1583_SETTING: 66 = SET IN ROCK OUTCROP GT1583_SP_SET: BOULDER GT1583_STAMPING: J 1233 1972 GT1583_MARK LOGO: CGS GT1583_MAGNETIC: N = NO MAGNETIC MATERIAL GT1583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD GT1583+STABILITY: POSITION/ELEVATION WELL GT1583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT1583+SATELLITE: SATELLITE OBSERVATIONS - 2004 GT1583 GT1583 HISTORY - Date Condition Report By GT1583 HISTORY - 1972 MONUMENTED CGS GT1583 HISTORY - 19930602 GOOD CADT GT1583 HISTORY - 2004 GOOD CADT GT1583 GT1583 STATION DESCRIPTION GT1583 GT1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1972 GT1583'2.2 MI SW FROM ACADEMY. GT1583'1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 168 FROM THE JUNCTION GT1583'OF MADSEN AVENUE AT ACADEMY, THENCE 0.5 MILE SOUTH ALONG ACADEMY GT1583'AVENUE, THENCE 0.25 MILE WEST ALONG SHEPHERD AVENUE, AT A POINT GT1583'WHERE THE AVENUE CURVES AROUND THE NORTH SIDE OF A ROCKY HILL, GT1583'IN THE TOP OF A 9- BY 6-FOOT BOULDER PROJECTING ABOUT 1 FOOT GT1583'ABOVE THE GROUND, 100 FEET SOUTHWEST OF THE CENTER LINE OF THE GT1583'AVENUE, 69 FEET WEST OF A POWER POLE BEARING A TRANSFORMER, GT1583'57.6 FEET NORTH OF A FENCE, 2.3 FEET WEST OF A WITNESS POST, GT1583'AND ABOUT 6 FEET HIGHER THAN THE AVENUE. SEC 22, T 12 S, R 22 E. GT1583 GT1583 STATION RECOVERY (1993) GT1583 GT1583'RECOVERY NOTE BY CALTRANS 1993 (MM) GT1583'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE GT1583'STATION IS LOCATED NEAR THE INTERSECTION OF STATE HIGHWAY 168 (TOLL GT1583'HOUSE ROAD) AND ACADEMY AVENUE, ABOUT 16 MI (25.7 KM) NORTHEAST OF GT1583'FRESNO, 12 MI (19.3 KM) NORTH OF SANGER AND 9 MI (14.5 KM) NORTHEAST GT1583'OF CLOVIS. TO REACH THE STATION FROM THE INTERSECTION OF STATE GT1583'HIGHWAY 180 (KINGS CANYON ROAD) AND ACADEMY AVENUE, ABOUT 2 MI (3.2 GT1583'KM) NORTH OF SANGER, GO NORTH ON ACADEMY AVENUE FOR 4.95 MI (7.97 KM) GT1583'TO THE INTERSECTION WITH SHAW AVENUE. CONTINUE NORTH ON ACADEMY GT1583'AVENUE FOR 4.0 MI (6.4 KM) TO THE INTERSECTION WITH SHEPHERD AVENUE. GT1583'TURN LEFT AND GO WEST ON SHEPHERD AVENUE FOR 0.25 MI (0.40 KM) TO THE GT1583'STATION ON THE LEFT IN LARGE ROCK OUTCROP. THE STATION IS SET IN A GT1583'TRIANGULAR SECTION OF BEDROCK, ABOUT 103 FT (31.4 M) SOUTH OF THE GT1583'CENTERLINE OF SHEPHERD AVENUE, 65.5 FT (20.0 M) WEST OF POWER LINE GT1583'POLE 7/13, 55.6 FT (16.9 M) NORTH OF A BARBED WIRE FENCE, 40 FT (12.2 GT1583'M) NORTH OF A DIRT ACCESS ROAD, 2.0 FT (0.6 M) WEST OF A METAL WITNESS GT1583'POST AND ABOUT 4 FT (1.2 M) HIGHER THAN SHEPHERD AVENUE. THE STATION GT1583'WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. GT1583 GT1583 STATION RECOVERY (2004) GT1583 GT1583'RECOVERY NOTE BY CALTRANS 2004 (DB) GT1583'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 GT1575 *********************************************************************** GT1575 DESIGNATION - J 803 GT1575 PID - GT1575 GT1575 STATE/COUNTY- CA/FRESNO GT1575 USGS QUAD - ROUND MOUNTAIN (1978) GT1575 GT1575 *CURRENT SURVEY CONTROL GT1575 ___________________________________________________________________ GT1575* NAD 83(1998)- 36 48 29.85833(N) 119 33 22.07647(W) ADJUSTED GT1575* NAVD 88 - 128.1 (meters) 420. (feet) GPS OBS GT1575 ___________________________________________________________________ GT1575 EPOCH DATE - 2004.50 GT1575 X - -2,522,044.222 (meters) COMP GT1575 Y - -4,447,525.882 (meters) COMP GT1575 Z - 3,800,439.236 (meters) COMP GT1575 LAPLACE CORR- 8.33 (seconds) DEFLEC99 GT1575 ELLIP HEIGHT- 97.18 (meters) (04/01/05) GPS OBS GT1575 GEOID HEIGHT- -30.89 (meters) GEOID03 GT1575 GT1575 HORZ ORDER - B GT1575 VERT ORDER - FIRST CLASS I (See Below) GT1575 ELLP ORDER - THIRD CLASS I GT1575 GT1575.The horizontal coordinates were established by GPS observations GT1575.and adjusted by the GEODETIC SOLUTIONS in April 2005. GT1575.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT1575.DATUM ITEM on the data sheet items page. GT1575.The horizontal coordinates are valid at the epoch date displayed above. GT1575.The epoch date for horizontal control is a decimal equivalence GT1575.of Year/Month/Day. GT1575 GT1575.The orthometric height was determined by GPS observations and a GT1575.high-resolution geoid model. GT1575.The vertical order pertains to the NGVD 29 superseded value. GT1575 GT1575.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT1575 GT1575.The Laplace correction was computed from DEFLEC99 derived deflections. GT1575 GT1575.The ellipsoidal height was determined by GPS observations GT1575.and is referenced to NAD 83. GT1575 GT1575.The geoid height was determined by GEOID03. GT1575 GT1575; North East Units Scale Factor Converg. GT1575;SPC CA 4 - 663,808.201 1,950,376.697 MT 0.99994581 -0 19 54.4 GT1575;SPC CA 4 - 2,177,844.07 6,398,860.88 sFT 0.99994581 -0 19 54.4 GT1575;UTM 11 - 4,076,654.799 271,974.166 MT 1.00024061 -1 31 55.7 GT1575 GT1575! - Elev Factor x Scale Factor = Combined Factor GT1575!SPC CA 4 - 0.99998475 x 0.99994581 = 0.99993056 GT1575!UTM 11 - 0.99998475 x 1.00024061 = 1.00022536 GT1575 GT1575: Primary Azimuth Mark Grid Az GT1575:SPC CA 4 - J 803 AZ MK 003 18 11.8 GT1575:UTM 11 - J 803 AZ MK 004 30 13.1 GT1575 GT1575|---------------------------------------------------------------------| GT1575| PID Reference Object Distance Geod. Az | GT1575| dddmmss.s | GT1575| GT1576 J 803 AZ MK 0025817.4 | GT1575| GT1574 J 803 RM 2 11.785 METERS 25606 | GT1575| GT1573 J 803 RM 1 15.085 METERS 35946 | GT1575|---------------------------------------------------------------------| GT1575 GT1575 SUPERSEDED SURVEY CONTROL GT1575 GT1575 NAD 83(1992)- 36 48 29.94220(N) 119 33 21.61496(W) AD(1991.35) 3 GT1575 NAD 83(1986)- 36 48 29.94072(N) 119 33 21.61193(W) AD(1984.00) 3 GT1575 NAD 27 - 36 48 30.11660(N) 119 33 18.12930(W) AD( ) 3 GT1575 NGVD 29 (??/??/92) 127.170 (m) 417.22 (f) ADJ UNCH 1 1 GT1575 GT1575.Superseded values are not recommended for survey control. GT1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1575.See file dsdata.txt to determine how the superseded data were derived. GT1575 GT1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA7197476655(NAD 83) GT1575_MARKER: DB = BENCH MARK DISK GT1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT GT1575_STAMPING: J 803 1947 GT1575_MAGNETIC: N = NO MAGNETIC MATERIAL GT1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT1575+STABILITY: SURFACE MOTION GT1575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT1575+SATELLITE: SATELLITE OBSERVATIONS - 2004 GT1575 GT1575 HISTORY - Date Condition Report By GT1575 HISTORY - 1947 MONUMENTED CGS GT1575 HISTORY - 1950 GOOD CGS GT1575 HISTORY - 1958 GOOD CGS GT1575 HISTORY - 1972 GOOD NGS GT1575 HISTORY - 2004 GOOD CADT GT1575 GT1575 STATION DESCRIPTION GT1575 GT1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS) GT1575'THE STATION IS LOCATED ABOUT 14 MILES EAST-NORTHEAST OF GT1575'FRESNO AND ABOUT 5-1/2 MILES SOUTH OF ACADEMY. THE MARK IS GT1575'SET 50.9 FEET NORTHWEST OF THE INTERSECTION OF SHAW AVENUE GT1575'AND ACADEMY ROAD, 42.1 FEET NORTH OF THE CENTER LINE OF SHAW GT1575'AVENUE, 29.5 FEET WEST OF THE CENTER LINE OF ACADEMY ROAD, GT1575'9.2 FEET NORTH OF THE CORNER FENCE POST, 5.9 FEET SOUTH OF GT1575'A WHITE WITNESS POST AND 1.5 FEET EAST OF A NORTH-SOUTH GT1575'FENCE LINE. THE MARK IS A STANDARD BRONZE DISK BENCH MARK GT1575'OF THE U.S. COAST AND GEODETIC SURVEY SET IN A CONCRETE POST GT1575'THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND. IT IS GT1575'STAMPED J 803 1947. GT1575' GT1575'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES HIGHER THAN GT1575'THE STATION AND THE CONCRETE POST PROJECTS ABOUT 3 INCHES GT1575'ABOVE THE GROUND. THE MARK IS STAMPED BENCH MARK J 803 NO GT1575'1 1950. GT1575' GT1575'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION GT1575'AS THE STATION AND THE CONCRETE POST PROJECTS ABOUT 2 INCHES GT1575'ABOVE THE GROUND. THE MARK IS STAMPED BENCH MARK J 803 NO GT1575'2 1950. GT1575' GT1575'THE AZIMUTH MARK IS 24.8 FEET EAST OF THE CENTER LINE OF GT1575'ACADEMY ROAD AND ABOUT 3 FEET HIGHER THAN THE ROADBED. IT IS GT1575'3 FEET SOUTH OF A WHITE WITNESS POST AND THE CONCRETE POST GT1575'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND. THE MARK IS STAMPED GT1575'BENCH MARK J 803 1950. GT1575' GT1575'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 AND GT1575'168, ABOUT 5 MILES NORTH OF FRESNO, GO EASTERLY ON STATE GT1575'HIGHWAY 168 FOR 5.1 MILES TO A CROSSROAD AT WHICH POINT GT1575'STATE HIGHWAY 168 TURNS LEFT, NORTH. CONTINUE STRAIGHT GT1575'AHEAD FOR 7.9 MILES TO A CROSSROAD AND THE STATION IN THE GT1575'NORTHWEST CORNER OF THE INTERSECTION AS DESCRIBED ABOVE. TO GT1575'REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON ACADEMY GT1575'ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED ABOVE. GT1575'A DRIVE STATION. GT1575 GT1575 STATION RECOVERY (1958) GT1575 GT1575'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CS) GT1575'THE STATION (BENCH MARK J 803), REFERENCE MARKS NO. 1, NO. 2 AND GT1575'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED. GT1575 GT1575 STATION RECOVERY (1972) GT1575 GT1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GT1575'5.9 MI S FROM ACADEMY. GT1575'1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 168 FROM THE JUNCTION GT1575'OF MADSEN AVENUE AT ACADEMY, THENCE 4.5 MILES SOUTH ALONG ACADEMY GT1575'AVENUE, AT THE INTERSECTION OF SHAW AVENUE, 28.2 FEET WEST OF THE GT1575'CENTER LINE OF ACADEMY AVENUE, 41.6 FEET NORTH OF THE CENTER GT1575'LINE OF SHAW AVENUE, 9.3 FEET NORTH OF A FENCE CORNER, 4.5 FEET GT1575'NORTH OF A TELEPHONE POLE, 38.65 FEET WEST OF B.M. J 803 R.M. 2, GT1575'49.47 FEET SOUTH OF B.M. J 803 R.M. 1, 0.7 FOOT EAST OF A WITNESS GT1575'POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A GT1575'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. SEC 10, GT1575'T 13 S, R 22 E. GT1575 GT1575 STATION RECOVERY (2004) GT1575 GT1575'RECOVERY NOTE BY CALTRANS 2004 GT1575'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 DG9696 *********************************************************************** DG9696 DESIGNATION - JEDEDIAH DG9696 PID - DG9696 DG9696 STATE/COUNTY- CA/FRESNO DG9696 USGS QUAD - FRESNO NORTH (1981) DG9696 DG9696 *CURRENT SURVEY CONTROL DG9696 ___________________________________________________________________ DG9696* NAD 83(1998)- 36 48 31.28435(N) 119 47 08.55790(W) ADJUSTED DG9696* NAVD 88 - 98.8 (meters) 324. (feet) GPS OBS DG9696 ___________________________________________________________________ DG9696 EPOCH DATE - 2004.50 DG9696 X - -2,539,819.567 (meters) COMP DG9696 Y - -4,437,340.734 (meters) COMP DG9696 Z - 3,800,456.283 (meters) COMP DG9696 LAPLACE CORR- 6.17 (seconds) DEFLEC99 DG9696 ELLIP HEIGHT- 66.89 (meters) (04/01/05) GPS OBS DG9696 GEOID HEIGHT- -31.87 (meters) GEOID03 DG9696 DG9696 HORZ ORDER - B DG9696 ELLP ORDER - THIRD CLASS I DG9696 DG9696.The horizontal coordinates were established by GPS observations DG9696.and adjusted by the GEODETIC SOLUTIONS in April 2005. DG9696.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DG9696.DATUM ITEM on the data sheet items page. DG9696.The horizontal coordinates are valid at the epoch date displayed above. DG9696.The epoch date for horizontal control is a decimal equivalence DG9696.of Year/Month/Day. DG9696 DG9696.The orthometric height was determined by GPS observations and a DG9696.high-resolution geoid model. DG9696 DG9696.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG9696 DG9696.The Laplace correction was computed from DEFLEC99 derived deflections. DG9696 DG9696.The ellipsoidal height was determined by GPS observations DG9696.and is referenced to NAD 83. DG9696 DG9696.The geoid height was determined by GEOID03. DG9696 DG9696; North East Units Scale Factor Converg. DG9696;SPC CA 4 - 663,995.263 1,929,892.347 MT 0.99994583 -0 28 07.5 DG9696;SPC CA 4 - 2,178,457.79 6,331,655.14 sFT 0.99994583 -0 28 07.5 DG9696;UTM 11 - 4,077,271.299 251,490.983 MT 1.00036089 -1 40 11.6 DG9696 DG9696! - Elev Factor x Scale Factor = Combined Factor DG9696!SPC CA 4 - 0.99998950 x 0.99994583 = 0.99993533 DG9696!UTM 11 - 0.99998950 x 1.00036089 = 1.00035039 DG9696 DG9696 SUPERSEDED SURVEY CONTROL DG9696 DG9696.No superseded survey control is available for this station. DG9696 DG9696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA5149177271(NAD 83) DG9696_MARKER: DD = SURVEY DISK DG9696_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. DG9696_SP_SET: SIDEWALK DG9696_STAMPING: JEDEDIAH 2004 DG9696_MARK LOGO: CADT DG9696_MAGNETIC: N = NO MAGNETIC MATERIAL DG9696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9696+STABILITY: SURFACE MOTION DG9696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9696+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2004 DG9696 DG9696 HISTORY - Date Condition Report By DG9696 HISTORY - 20040525 MONUMENTED CADT DG9696 DG9696 STATION DESCRIPTION DG9696 DG9696'DESCRIBED BY CALTRANS 2004 (DB) DG9696'THE STATION IS LOCATED IN THE CITY OF FRESNO AT THE SHAW AVE. DG9696'OVERCROSSING OF SR41. TO REACH THE STATION FROM THE INTERSECTION OF DG9696'SR180 AND SR99, GO EAST ALONG SR180 2.0 MI. MERGE RIGHT ONTO DG9696'NORTHBOUND SR41. CONTINUE EAST, THEN NORTHERLY 0.75 MI. MERGE LEFT DG9696'ONTO NORTHBOUND SR41. CONTINUE NORTH ON SR41 3.25 MI TO THE SHAW AVE DG9696'EXIT. MERGE RIGHT ONTO SHAW AVE EXIT CONTINUE NORTH 0.28 MI, DG9696'(STAYING IN THE RIGHT LANE UNTIL THE LANE SPLITS, AT WHICH TIME STAY DG9696'LEFT) TO THE INTERSECTION OF SHAW AVE AND THE END OF THE OFFRAMP. DG9696'TURN LEFT, CONTINUE WEST ALONG SHAW AVE. 0.12 MI AND THE MARK ON THE DG9696'RIGHT. THE STATION IS A 3 IN ALUMINUM DISC SET FLUSH IN CONCRETE DG9696'BRIDGE SIDEWALK, 50 FT NORTH OF THE CENTERLINE OF SHAW AVE., 130 FT DG9696'WEST OF THE CENTERLINE OF SR41, 2 FT NORTH OF THE FLOWLINE OF CURB, DG9696'22.9 FT SOUTHEAST OF THE WEST END OF 2 FT HIGH WALL WITH CHAINLINK DG9696'FENCE, 7.2 FT SOUTH OF FENCE, 36 FT SOUTHWEST OF LIGHT STAND ON 2 FT DG9696'HIGH CONCRETE WALL. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 DG9704 *********************************************************************** DG9704 DESIGNATION - JM 118 DG9704 PID - DG9704 DG9704 STATE/COUNTY- CA/FRESNO DG9704 USGS QUAD - ROUND MOUNTAIN (1978) DG9704 DG9704 *CURRENT SURVEY CONTROL DG9704 ___________________________________________________________________ DG9704* NAD 83(1998)- 36 46 19.82605(N) 119 36 36.76936(W) ADJUSTED DG9704* NAVD 88 - 114.5 (meters) 376. (feet) GPS OBS DG9704 ___________________________________________________________________ DG9704 EPOCH DATE - 2004.50 DG9704 X - -2,527,421.725 (meters) COMP DG9704 Y - -4,447,220.749 (meters) COMP DG9704 Z - 3,797,220.804 (meters) COMP DG9704 LAPLACE CORR- 8.07 (seconds) DEFLEC99 DG9704 ELLIP HEIGHT- 83.25 (meters) (04/01/05) GPS OBS DG9704 GEOID HEIGHT- -31.21 (meters) GEOID03 DG9704 DG9704 HORZ ORDER - B DG9704 ELLP ORDER - THIRD CLASS I DG9704 DG9704.The horizontal coordinates were established by GPS observations DG9704.and adjusted by the GEODETIC SOLUTIONS in April 2005. DG9704.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DG9704.DATUM ITEM on the data sheet items page. DG9704.The horizontal coordinates are valid at the epoch date displayed above. DG9704.The epoch date for horizontal control is a decimal equivalence DG9704.of Year/Month/Day. DG9704 DG9704.The orthometric height was determined by GPS observations and a DG9704.high-resolution geoid model. DG9704 DG9704.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG9704 DG9704.The Laplace correction was computed from DEFLEC99 derived deflections. DG9704 DG9704.The ellipsoidal height was determined by GPS observations DG9704.and is referenced to NAD 83. DG9704 DG9704.The geoid height was determined by GEOID03. DG9704 DG9704; North East Units Scale Factor Converg. DG9704;SPC CA 4 - 659,829.426 1,945,525.651 MT 0.99994401 -0 21 50.6 DG9704;SPC CA 4 - 2,164,790.38 6,382,945.41 sFT 0.99994401 -0 21 50.6 DG9704;UTM 11 - 4,072,777.271 267,039.344 MT 1.00026865 -1 33 47.8 DG9704 DG9704! - Elev Factor x Scale Factor = Combined Factor DG9704!SPC CA 4 - 0.99998694 x 0.99994401 = 0.99993095 DG9704!UTM 11 - 0.99998694 x 1.00026865 = 1.00025558 DG9704 DG9704 SUPERSEDED SURVEY CONTROL DG9704 DG9704.No superseded survey control is available for this station. DG9704 DG9704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA6703972777(NAD 83) DG9704_MARKER: DB = BENCH MARK DISK DG9704_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DG9704_SP_SET: HEADWALL DG9704_STAMPING: JM 28 A DG9704_MARK LOGO: CA-019 DG9704_MAGNETIC: N = NO MAGNETIC MATERIAL DG9704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG9704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9704+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2004 DG9704 DG9704 HISTORY - Date Condition Report By DG9704 HISTORY - 20040524 MONUMENTED CA-019 DG9704 HISTORY - 20040525 GOOD CADT DG9704 DG9704 STATION DESCRIPTION DG9704 DG9704'DESCRIBED BY CALTRANS 2004 (LC) DG9704'THE STATION IS LOCATED 5 MI EAST OF THE CITY OF CLOVIS NEAR THE DG9704'INTERSECTION OF SHAW AVE AND MCCALL AVE. TO REACH THE STATION FROM DG9704'THE INTERSECTION OF SR180 AND SR99, GO EAST ALONG SR180 3.4 MI TO THE DG9704'SR168 EAST EXIT. MERGE RIGHT CONTINUING EAST AND THEN NORTHERLY ALONG DG9704'THE SR168 EAST ONRAMP. MERGE LEFT ONTO SR168, CONTINUING DG9704'NORTHEASTERLY 4.15 MI TO THE SHAW AVE. EXIT. MERGE RIGHT ONTO THE DG9704'SHAW AVE OFFRAMP, CONTINUING NORTHEASTERLY ABOUT 0.2 MI TO THE DG9704'INTERSECTION OF SHAW AVE. AND THE END OF THE OFFRAMP. TURN RIGHT AND DG9704'CONTINUE EAST ALONG SHAW AVE 1.8 MI TO THE INTERSECTION OF CLOVIS AVE. DG9704'AND SHAW AVE. CONTINUE EAST ALONG SHAW AVE 2 MI TO THE INTERSECTION DG9704'OF SHAW AVE AND TEMPERANCE AVE. CONTINUE EAST ALONG SHAW AVE 3 MI TO DG9704'THE INTERSECTION OF SHAW AVE AND MCCALL AVE. TURN RIGHT, CONTINUE DG9704'SOUTH ALONG MCCALL AVE 2.4 MI TO THE GOULD CANAL CROSSING AND THE DG9704'MARK ON THE RIGHT. THE STATION IS A 2.5 IN BRASS DISC, FLUSH IN THE DG9704'NORTHWEST CORNER OF THE CANAL OVERCROSSING CONCRETE HEADWALL, 15.2 FT DG9704'WEST OF THE CENTERLINE OF MCCALL AVE, 17.5 FT NORTH OF THE CENTERLINE DG9704'OF CANAL, 3.5 FT WEST OF THE WEST EDGE OF PAVEMENT, 1.65 FT SOUTH OF DG9704'THE NORTH END OF HEADWALL. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 DG9702 *********************************************************************** DG9702 DESIGNATION - JM 28 A DG9702 PID - DG9702 DG9702 STATE/COUNTY- CA/FRESNO DG9702 USGS QUAD - ROUND MOUNTAIN (1978) DG9702 DG9702 *CURRENT SURVEY CONTROL DG9702 ___________________________________________________________________ DG9702* NAD 83(1998)- 36 49 09.75983(N) 119 36 36.48858(W) ADJUSTED DG9702* NAVD 88 - 123.3 (meters) 405. (feet) GPS OBS DG9702 ___________________________________________________________________ DG9702 EPOCH DATE - 2004.50 DG9702 X - -2,525,868.896 (meters) COMP DG9702 Y - -4,444,502.494 (meters) COMP DG9702 Z - 3,801,420.972 (meters) COMP DG9702 LAPLACE CORR- 7.66 (seconds) DEFLEC99 DG9702 ELLIP HEIGHT- 92.16 (meters) (04/01/05) GPS OBS DG9702 GEOID HEIGHT- -31.11 (meters) GEOID03 DG9702 DG9702 HORZ ORDER - B DG9702 ELLP ORDER - THIRD CLASS I DG9702 DG9702.The horizontal coordinates were established by GPS observations DG9702.and adjusted by the GEODETIC SOLUTIONS in April 2005. DG9702.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DG9702.DATUM ITEM on the data sheet items page. DG9702.The horizontal coordinates are valid at the epoch date displayed above. DG9702.The epoch date for horizontal control is a decimal equivalence DG9702.of Year/Month/Day. DG9702 DG9702.The orthometric height was determined by GPS observations and a DG9702.high-resolution geoid model. DG9702 DG9702.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG9702 DG9702.The Laplace correction was computed from DEFLEC99 derived deflections. DG9702 DG9702.The ellipsoidal height was determined by GPS observations DG9702.and is referenced to NAD 83. DG9702 DG9702.The geoid height was determined by GEOID03. DG9702 DG9702; North East Units Scale Factor Converg. DG9702;SPC CA 4 - 665,067.378 1,945,565.891 MT 0.99994645 -0 21 50.4 DG9702;SPC CA 4 - 2,181,975.22 6,383,077.43 sFT 0.99994645 -0 21 50.4 DG9702;UTM 11 - 4,078,014.923 267,189.326 MT 1.00026778 -1 33 53.8 DG9702 DG9702! - Elev Factor x Scale Factor = Combined Factor DG9702!SPC CA 4 - 0.99998554 x 0.99994645 = 0.99993199 DG9702!UTM 11 - 0.99998554 x 1.00026778 = 1.00025331 DG9702 DG9702 SUPERSEDED SURVEY CONTROL DG9702 DG9702.No superseded survey control is available for this station. DG9702 DG9702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA6718978015(NAD 83) DG9702_MARKER: DB = BENCH MARK DISK DG9702_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DG9702_SP_SET: HEADWALL DG9702_STAMPING: JM 28 A DG9702_MARK LOGO: CA-019 DG9702_MAGNETIC: N = NO MAGNETIC MATERIAL DG9702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9702+STABILITY: SURFACE MOTION DG9702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9702+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2004 DG9702 DG9702 HISTORY - Date Condition Report By DG9702 HISTORY - 20040524 MONUMENTED CA-019 DG9702 HISTORY - 20040525 GOOD CADT DG9702 DG9702 STATION DESCRIPTION DG9702 DG9702'DESCRIBED BY CALTRANS 2004 (LC) DG9702'THE STATION IS LOCATED 5 MI EAST OF THE CITY OF CLOVIS NEAR THE DG9702'INTERSECTION OF SHAW AVE AND MCCALL AVE. TO REACH THE STATION FROM DG9702'THE INTERSECTION OF SR180 AND SR99, GO EAST ALONG SR180 3.4 MI TO THE DG9702'SR168 EAST EXIT. MERGE RIGHT CONTINUING EAST AND THEN NORTHERLY ALONG DG9702'THE SR168 EAST ONRAMP. MERGE LEFT ONTO SR168, CONTUNING DG9702'NORTHEASTERLY 4.15 MI TO THE SHAW AVE. EXIT. MERGE RIGHT ONTO THE DG9702'SHAW AVE OFFRAMP, CONTINUING NORTHEASTERLY ABOUT 0.2 MI TO THE DG9702'INTERSECTION OF SHAW AVE. AND THE END OF THE OFFRAMP. TURN RIGHT AND DG9702'CONTINUE EAST ALONG SHAW AVE 1.8 MI TO THE INTERSECTION OF CLOVIS AVE. DG9702'AND SHAW AVE. CONTINUE EAST ALONG SHAW AVE 2 MI TO THE INTERSECTION DG9702'OF SHAW AVE AND TEMPERANCE AVE. CONTINUE EAST ALONG SHAW AVE 3 MI TO DG9702'THE INTERSECTION OF SHAW AVE AND MCCALL AVE. TURN LEFT, CONTINUE DG9702'NORTH ON MCCALL AVE 0.7 MI TO THE ENTERPRISE CANAL CROSSING AND THE DG9702'MARK ON THE RIGHT. THE STATION IS A 2.5 IN BRASS DISC FLUSH IN THE DG9702'SOUTHEAST CORNER OF CANAL OVERCROSSING THE CONCRETE HEADWALL, 17.2 FT DG9702'EAST OF THE CENTERLINE OF MCCALL AVE., 37.5 FT EAST OF TRANSFORMER DG9702'POLE, 1.15 FT NORTH OF THE SOUTH END OF HEADWALL 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 GT1504 *********************************************************************** GT1504 DESIGNATION - L 363 GT1504 PID - GT1504 GT1504 STATE/COUNTY- CA/FRESNO GT1504 USGS QUAD - FRESNO NORTH (1981) GT1504 GT1504 *CURRENT SURVEY CONTROL GT1504 ___________________________________________________________________ GT1504* NAD 83(1998)- 36 45 01.55296(N) 119 48 49.02190(W) ADJUSTED GT1504* NAVD 88 - 90.0 (meters) 295. (feet) GPS OBS GT1504 ___________________________________________________________________ GT1504 EPOCH DATE - 2004.50 GT1504 X - -2,543,901.504 (meters) COMP GT1504 Y - -4,439,455.514 (meters) COMP GT1504 Z - 3,795,272.565 (meters) COMP GT1504 LAPLACE CORR- 5.69 (seconds) DEFLEC99 GT1504 ELLIP HEIGHT- 57.84 (meters) (04/01/05) GPS OBS GT1504 GEOID HEIGHT- -32.09 (meters) GEOID03 GT1504 GT1504 HORZ ORDER - B GT1504 VERT ORDER - FIRST CLASS II (See Below) GT1504 ELLP ORDER - THIRD CLASS I GT1504 GT1504.The horizontal coordinates were established by GPS observations GT1504.and adjusted by the GEODETIC SOLUTIONS in April 2005. GT1504.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT1504.DATUM ITEM on the data sheet items page. GT1504.The horizontal coordinates are valid at the epoch date displayed above. GT1504.The epoch date for horizontal control is a decimal equivalence GT1504.of Year/Month/Day. GT1504 GT1504.The orthometric height was determined by GPS observations and a GT1504.high-resolution geoid model. GT1504.The vertical order pertains to the NGVD 29 superseded value. GT1504 GT1504.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT1504 GT1504.The Laplace correction was computed from DEFLEC99 derived deflections. GT1504 GT1504.The ellipsoidal height was determined by GPS observations GT1504.and is referenced to NAD 83. GT1504 GT1504.The geoid height was determined by GEOID03. GT1504 GT1504; North East Units Scale Factor Converg. GT1504;SPC CA 4 - 657,551.413 1,927,347.572 MT 0.99994312 -0 29 07.4 GT1504;SPC CA 4 - 2,157,316.59 6,323,306.16 sFT 0.99994312 -0 29 07.4 GT1504;UTM 11 - 4,070,879.445 248,810.672 MT 1.00037740 -1 41 03.7 GT1504 GT1504! - Elev Factor x Scale Factor = Combined Factor GT1504!SPC CA 4 - 0.99999092 x 0.99994312 = 0.99993404 GT1504!UTM 11 - 0.99999092 x 1.00037740 = 1.00036832 GT1504 GT1504 SUPERSEDED SURVEY CONTROL GT1504 GT1504 NGVD 29 (??/??/92) 89.240 (m) 292.78 (f) ADJ UNCH 1 2 GT1504 GT1504.Superseded values are not recommended for survey control. GT1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1504.See file dsdata.txt to determine how the superseded data were derived. GT1504 GT1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA4881170879(NAD 83) GT1504_MARKER: DB = BENCH MARK DISK GT1504_SETTING: 36 = SET IN A MASSIVE STRUCTURE GT1504_SP_SET: BRIDGE GT1504_STAMPING: L 363 1953 GT1504_MAGNETIC: N = NO MAGNETIC MATERIAL GT1504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GT1504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT1504+SATELLITE: SATELLITE OBSERVATIONS - 2004 GT1504 GT1504 HISTORY - Date Condition Report By GT1504 HISTORY - 1953 MONUMENTED CGS GT1504 HISTORY - 1959 GOOD NGS GT1504 HISTORY - 2004 GOOD CADT GT1504 GT1504 STATION DESCRIPTION GT1504 GT1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 GT1504'AT FRESNO. GT1504'AT FRESNO, 1.7 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD GT1504'FROM THE STATION, IN TOP OF THE NORTH END OF THE HIGHEST PORTION GT1504'OF THE WEST CONCRETE GUARDRAIL OF A CONCRETE BRIDGE OVER U.S. GT1504'HIGHWAY 99 BUSINESS ROUTE, 9.4 FEET WEST-SOUTHWEST OF THE GT1504'SOUTHWEST RAIL OF THE SOUTHWEST TRACK, AND ABOUT 3 1/2 FEET GT1504'HIGHER THAN THE TRACK. GT1504 GT1504 STATION RECOVERY (2004) GT1504 GT1504'RECOVERY NOTE BY CALTRANS 2004 GT1504'THE STATION IS LOCATED IN THE CENTRAL AREA OF THE CITY OF FRESNO NEAR GT1504'THE FRESNO CHAFFEE ZOO IN ROEDING PARK. TO REACH THE STATION FROM GT1504'THE INTERSECTION OF BELMONT AND SR99, GO EAST ON BELMONT 0.25 MI TO GT1504'THE INTERSECTION OF BELMONT AND DELNO STREET AND THE ENTRANCE TO GT1504'CHAFFEE ZOO. CONTINUE EAST ON BELMONT 0.25 MI TO THE BEGINNING OF A GT1504'CIRCULAR ROUND-ABOUT, BELMONT CIRCLE. MERGE RIGHT ONTO ROUND-ABOUT GT1504'AND STAY ON THE OUTSIDE OF ROADWAY. GO PAST FIRST STREET TO THE GT1504'RIGHT (ABOUT100 FT) WHICH IS N. WESLY AVE. CONTINUE ANOTHER ABOUT 100 GT1504'FT AND BEAR RIGHT AT THE SECOND STREET, S THORNE AVE. CONTINUE GT1504'EASTERLY ALONG THORNE 275 FT TO THE SOUTHERN PACIFIC RAILROAD BRIDGE GT1504'OVERCROSSING OF BELMONT AVE AND THE MARK ON THE LEFT. THE STATION GT1504'IS A BENCH MARK DISK SET FLUSH IN THE NORTH WESTERLY END OF CONCRETE GT1504'BRIDGE WALL AND IS 3.5 FT ABOVE RAILROAD TRACK GRADE, 15.5 FT NORTH OF GT1504'THE CENTERLINE OF BELMONT AVE, 9.4 FT SOUTHWEST OF THE WESTERNMOST GT1504'RAILROAD TRACK. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 DG9707 *********************************************************************** DG9707 DESIGNATION - LIND DG9707 PID - DG9707 DG9707 STATE/COUNTY- CA/FRESNO DG9707 USGS QUAD - ROCKY HILL (1969) DG9707 DG9707 *CURRENT SURVEY CONTROL DG9707 ___________________________________________________________________ DG9707* NAD 83(1998)- 36 21 35.82949(N) 119 03 28.40760(W) ADJUSTED DG9707* NAVD 88 - 175.6 (meters) 576. (feet) GPS OBS DG9707 ___________________________________________________________________ DG9707 EPOCH DATE - 2004.50 DG9707 X - -2,497,694.777 (meters) COMP DG9707 Y - -4,495,243.129 (meters) COMP DG9707 Z - 3,760,516.746 (meters) COMP DG9707 LAPLACE CORR- 7.50 (seconds) DEFLEC99 DG9707 ELLIP HEIGHT- 144.94 (meters) (04/01/05) GPS OBS DG9707 GEOID HEIGHT- -30.60 (meters) GEOID03 DG9707 DG9707 HORZ ORDER - A DG9707 ELLP ORDER - THIRD CLASS I DG9707 DG9707.The horizontal coordinates were established by GPS observations DG9707.and adjusted by the GEODETIC SOLUTIONS in April 2005. DG9707.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DG9707.DATUM ITEM on the data sheet items page. DG9707.The horizontal coordinates are valid at the epoch date displayed above. DG9707.The epoch date for horizontal control is a decimal equivalence DG9707.of Year/Month/Day. DG9707 DG9707.The orthometric height was determined by GPS observations and a DG9707.high-resolution geoid model. DG9707 DG9707.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG9707 DG9707.The Laplace correction was computed from DEFLEC99 derived deflections. DG9707 DG9707.The ellipsoidal height was determined by GPS observations DG9707.and is referenced to NAD 83. DG9707 DG9707.The geoid height was determined by GEOID03. DG9707 DG9707; North East Units Scale Factor Converg. DG9707;SPC CA 4 - 613,916.519 1,994,804.410 MT 0.99995147 -0 02 04.3 DG9707;SPC CA 4 - 2,014,157.78 6,544,620.80 sFT 0.99995147 -0 02 04.3 DG9707;UTM 11 - 4,025,839.960 315,361.797 MT 1.00002005 -1 13 13.4 DG9707 DG9707! - Elev Factor x Scale Factor = Combined Factor DG9707!SPC CA 4 - 0.99997725 x 0.99995147 = 0.99992872 DG9707!UTM 11 - 0.99997725 x 1.00002005 = 0.99999730 DG9707 DG9707 SUPERSEDED SURVEY CONTROL DG9707 DG9707.No superseded survey control is available for this station. DG9707 DG9707_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA1536225840(NAD 83) DG9707_MARKER: Z = SEE DESCRIPTION DG9707_SETTING: 0 = UNSPECIFIED SETTING DG9707_MARK LOGO: NONE DG9707_MAGNETIC: N = NO MAGNETIC MATERIAL DG9707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DG9707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9707+SATELLITE: SATELLITE OBSERVATIONS - 2004 DG9707 DG9707 HISTORY - Date Condition Report By DG9707 HISTORY - 2004 MONUMENTED CADT DG9707 DG9707 STATION DESCRIPTION DG9707 DG9707'DESCRIBED BY CALTRANS 2004 DG9707'THESE COORDINATES ARE FOR THE GEODETIC REFERENCE MARK OF A CALIFORNIA DG9707'CORS. INFORMATION ABOUT THE GRM, ANTENNA TYPE AND ANTENNA HEIGHT CAN DG9707'BE FOUND AT THE SOPAC WEBSITE HTTP//SOPAC.UCSD.EDU 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 DG9698 *********************************************************************** DG9698 DESIGNATION - LLEWELLIN DG9698 PID - DG9698 DG9698 STATE/COUNTY- CA/FRESNO DG9698 USGS QUAD - FRESNO NORTH (1981) DG9698 DG9698 *CURRENT SURVEY CONTROL DG9698 ___________________________________________________________________ DG9698* NAD 83(1998)- 36 45 01.83462(N) 119 46 35.96824(W) ADJUSTED DG9698* NAVD 88 - 91.1 (meters) 299. (feet) GPS OBS DG9698 ___________________________________________________________________ DG9698 EPOCH DATE - 2004.50 DG9698 X - -2,541,035.190 (meters) COMP DG9698 Y - -4,441,091.967 (meters) COMP DG9698 Z - 3,795,280.305 (meters) COMP DG9698 LAPLACE CORR- 6.03 (seconds) DEFLEC99 DG9698 ELLIP HEIGHT- 59.15 (meters) (04/01/05) GPS OBS DG9698 GEOID HEIGHT- -31.96 (meters) GEOID03 DG9698 DG9698 HORZ ORDER - B DG9698 ELLP ORDER - THIRD CLASS I DG9698 DG9698.The horizontal coordinates were established by GPS observations DG9698.and adjusted by the GEODETIC SOLUTIONS in April 2005. DG9698.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DG9698.DATUM ITEM on the data sheet items page. DG9698.The horizontal coordinates are valid at the epoch date displayed above. DG9698.The epoch date for horizontal control is a decimal equivalence DG9698.of Year/Month/Day. DG9698 DG9698.The orthometric height was determined by GPS observations and a DG9698.high-resolution geoid model. DG9698 DG9698.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG9698 DG9698.The Laplace correction was computed from DEFLEC99 derived deflections. DG9698 DG9698.The ellipsoidal height was determined by GPS observations DG9698.and is referenced to NAD 83. DG9698 DG9698.The geoid height was determined by GEOID03. DG9698 DG9698; North East Units Scale Factor Converg. DG9698;SPC CA 4 - 657,532.770 1,930,647.875 MT 0.99994312 -0 27 48.0 DG9698;SPC CA 4 - 2,157,255.43 6,334,133.90 sFT 0.99994312 -0 27 48.0 DG9698;UTM 11 - 4,070,791.716 252,111.262 MT 1.00035710 -1 39 44.0 DG9698 DG9698! - Elev Factor x Scale Factor = Combined Factor DG9698!SPC CA 4 - 0.99999072 x 0.99994312 = 0.99993384 DG9698!UTM 11 - 0.99999072 x 1.00035710 = 1.00034781 DG9698 DG9698 SUPERSEDED SURVEY CONTROL DG9698 DG9698.No superseded survey control is available for this station. DG9698 DG9698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA5211170792(NAD 83) DG9698_MARKER: DD = SURVEY DISK DG9698_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. DG9698_SP_SET: SIDEWALK DG9698_STAMPING: LLEWELLIN 2004 DG9698_MARK LOGO: CADT DG9698_MAGNETIC: N = NO MAGNETIC MATERIAL DG9698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9698+STABILITY: SURFACE MOTION DG9698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9698+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2004 DG9698 DG9698 HISTORY - Date Condition Report By DG9698 HISTORY - 20040215 MONUMENTED CADT DG9698 DG9698 STATION DESCRIPTION DG9698 DG9698'DESCRIBED BY CALTRANS 2004 (DB) DG9698'THE STATION IS LOCATED IN THE CITY OF FRESNO, AT THE INTERSECTION OF DG9698'SR41 AND BELMONT AVE. TO REACH THE STATION FROM THE INTERSECTION OF DG9698'TULARE AVE. AND SR41, GO EAST ALONG TULARE AVE. 0.21 MI TO FIRST DG9698'STREET. TURN LEFT AND CONTINUE NORTH ALONG FIRST STREET 0.5 MI TO DG9698'BELMONT AVE. TURN LEFT, CONTINUE WEST ALONG BELMONT AVE. 0.25 MI AND DG9698'THE MARK ON THE RIGHT. THE STATION IS A 3 IN ALUMINUM DISK FLUSH IN DG9698'CONCRETE SIDEWALK AT THE NORTHWEST CORNER OF THE BELMONT BRIDGE DG9698'OVERCROSSING OF SR41. THE STATION IS 156 FT WEST OF THE CENTERLINE DG9698'OF SR41, 48 FT NORTH OF THE CENTERLINE OF BELMONT AVE., 23.5 FT EAST DG9698'OF THE WEST END OF THE BRIDGE SIDEWALK, AND 2.5 FT NORTH OF THE EDGE DG9698'OF CURB. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 DG9706 *********************************************************************** DG9706 DESIGNATION - MCPHEETERS DG9706 PID - DG9706 DG9706 STATE/COUNTY- CA/FRESNO DG9706 USGS QUAD - FRESNO NORTH (1981) DG9706 DG9706 *CURRENT SURVEY CONTROL DG9706 ___________________________________________________________________ DG9706* NAD 83(1998)- 36 50 13.43664(N) 119 51 12.82157(W) ADJUSTED DG9706* NAVD 88 - 100.2 (meters) 329. (feet) GPS OBS DG9706 ___________________________________________________________________ DG9706 EPOCH DATE - 2004.50 DG9706 X - -2,544,133.586 (meters) COMP DG9706 Y - -4,432,693.864 (meters) COMP DG9706 Z - 3,802,977.759 (meters) COMP DG9706 LAPLACE CORR- 5.64 (seconds) DEFLEC99 DG9706 ELLIP HEIGHT- 68.10 (meters) (04/01/05) GPS OBS DG9706 GEOID HEIGHT- -32.06 (meters) GEOID03 DG9706 DG9706 HORZ ORDER - B DG9706 ELLP ORDER - THIRD CLASS I DG9706 DG9706.The horizontal coordinates were established by GPS observations DG9706.and adjusted by the GEODETIC SOLUTIONS in April 2005. DG9706.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DG9706.DATUM ITEM on the data sheet items page. DG9706.The horizontal coordinates are valid at the epoch date displayed above. DG9706.The epoch date for horizontal control is a decimal equivalence DG9706.of Year/Month/Day. DG9706 DG9706.The orthometric height was determined by GPS observations and a DG9706.high-resolution geoid model. DG9706 DG9706.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG9706 DG9706.The Laplace correction was computed from DEFLEC99 derived deflections. DG9706 DG9706.The ellipsoidal height was determined by GPS observations DG9706.and is referenced to NAD 83. DG9706 DG9706.The geoid height was determined by GEOID03. DG9706 DG9706; North East Units Scale Factor Converg. DG9706;SPC CA 4 - 667,195.607 1,923,866.250 MT 0.99994753 -0 30 33.2 DG9706;SPC CA 4 - 2,188,957.59 6,311,884.52 sFT 0.99994753 -0 30 33.2 DG9706;UTM 11 - 4,080,598.772 245,530.760 MT 1.00039782 -1 42 42.3 DG9706 DG9706! - Elev Factor x Scale Factor = Combined Factor DG9706!SPC CA 4 - 0.99998931 x 0.99994753 = 0.99993684 DG9706!UTM 11 - 0.99998931 x 1.00039782 = 1.00038713 DG9706 DG9706 SUPERSEDED SURVEY CONTROL DG9706 DG9706.No superseded survey control is available for this station. DG9706 DG9706_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA4553180599(NAD 83) DG9706_MARKER: DB = BENCH MARK DISK DG9706_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DG9706_SP_SET: HEADWALL DG9706_STAMPING: MCPHEETERS 2004 DG9706_MARK LOGO: CA1370 DG9706_MAGNETIC: N = NO MAGNETIC MATERIAL DG9706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9706+STABILITY: SURFACE MOTION DG9706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9706+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004 DG9706 DG9706 HISTORY - Date Condition Report By DG9706 HISTORY - 2004 MONUMENTED DG9706 HISTORY - 20040603 GOOD PROFLN DG9706 DG9706 STATION DESCRIPTION DG9706 DG9706'DESCRIBED BY PROFESSIONAL LAND SURVEYOR 2004 (WA) DG9706'THE STATION IS LOCATED IN THE NORTHWEST AREA OF THE CITY OF FRESNO. DG9706'TO REACH THE STATION FROM THE INTERSECTION OF HERNDON AVE. AND SR99, DG9706'GO EAST ALONG HERNDON AVE. 0.11 MI TO THE INTERSECTION OF HERNDON AND DG9706'GOLDEN STATE HIGHWAY. CONTINUE EAST ALONG HERNDON 2.55 MI TO THE DG9706'INTERSECTION OF HERNDON AND BLYTHE. CONTINUE EAST ALONG HERNDON 1.1 DG9706'MI TO THE INTERSECTION OF VALENTINE AND HERNDON. TURN RIGHT ON DG9706'VALENTINE AND CONTINUE SOUTH 30 FT TO THE MARK ON THE RIGHT. THE DG9706'STATION IS A CITY OF CLOVIS BRASS DISC SET FLUSH IN THE NORTH END OF DG9706'THE WEST HEADWALL OF ENTERPRISE CANAL. THE STATION IS A 2.5 IN DG9706'BRASS CAP, 35 FT WEST OF THE CENTERLINE OF VALENTINE, 72 FT SOUTH OF DG9706'THE CENTERLINE OF HERNDON AVE., 9.5 FT NORTH OF THE CENTERLINE OF DG9706'ENTERPRISE CANAL, 8.1 FT WEST OF A TRAFFIC SIGNAL, 33.5 FT SOUTHEAST DG9706'OF A FIRE HYDRANT. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 AI4495 *********************************************************************** AI4495 DESIGNATION - MUSB MUSICK MT CORS GRM AI4495 PID - AI4495 AI4495 STATE/COUNTY- CA/FRESNO AI4495 USGS QUAD - MUSICK MTN (1982) AI4495 AI4495 *CURRENT SURVEY CONTROL AI4495 ___________________________________________________________________ AI4495* NAD 83(1998)- 37 10 11.77220(N) 119 18 33.60980(W) ADJUSTED AI4495* NAVD 88 - 2070.8 (meters) 6794. (feet) GPS OBS AI4495 ___________________________________________________________________ AI4495 EPOCH DATE - 2004.50 AI4495 X - -2,491,801.796 (meters) COMP AI4495 Y - -4,438,643.726 (meters) COMP AI4495 Z - 3,833,672.539 (meters) COMP AI4495 LAPLACE CORR- 20.94 (seconds) DEFLEC99 AI4495 ELLIP HEIGHT- 2043.11 (meters) (04/01/05) GPS OBS AI4495 GEOID HEIGHT- -27.62 (meters) GEOID03 AI4495 AI4495 HORZ ORDER - A AI4495 ELLP ORDER - THIRD CLASS I AI4495 AI4495.ITRF positions are available for this station. AI4495.The horizontal coordinates were established by GPS observations AI4495.and adjusted by the GEODETIC SOLUTIONS in April 2005. AI4495.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI4495.DATUM ITEM on the data sheet items page. AI4495.The horizontal coordinates are valid at the epoch date displayed above. AI4495.The epoch date for horizontal control is a decimal equivalence AI4495.of Year/Month/Day. AI4495 AI4495.The orthometric height was determined by GPS observations and a AI4495.high-resolution geoid model. AI4495 AI4495.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI4495 AI4495.The Laplace correction was computed from DEFLEC99 derived deflections. AI4495 AI4495.The ellipsoidal height was determined by GPS observations AI4495.and is referenced to NAD 83. AI4495 AI4495.The geoid height was determined by GEOID03. AI4495 AI4495; North East Units Scale Factor Converg. AI4495;SPC CA 4 - 703,841.448 1,972,527.317 MT 0.99998576 -0 11 04.4 AI4495;SPC CA 4 - 2,309,186.48 6,471,533.37 sFT 0.99998576 -0 11 04.4 AI4495;UTM 11 - 4,116,221.507 294,967.415 MT 1.00011788 -1 23 44.7 AI4495 AI4495! - Elev Factor x Scale Factor = Combined Factor AI4495!SPC CA 4 - 0.99967948 x 0.99998576 = 0.99966524 AI4495!UTM 11 - 0.99967948 x 1.00011788 = 0.99979732 AI4495 AI4495 SUPERSEDED SURVEY CONTROL AI4495 AI4495 NAD 83(1998)- 37 10 11.77107(N) 119 18 33.60795(W) AD(2000.35) A AI4495 ELLIP H (04/03/01) 2043.15 (m) GP(2000.35) 1 1 AI4495 NAD 83(1998)- 37 10 11.77013(N) 119 18 33.60745(W) AD(1998.50) A AI4495 ELLIP H (04/06/00) 2043.14 (m) GP(1998.50) 3 1 AI4495 AI4495.Superseded values are not recommended for survey control. AI4495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI4495.See file dsdata.txt to determine how the superseded data were derived. AI4495 AI4495_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB9496716222(NAD 83) AI4495_MARKER: Z = SEE DESCRIPTION AI4495_SETTING: 0 = UNSPECIFIED SETTING AI4495_MARK LOGO: NONE AI4495_MAGNETIC: N = NO MAGNETIC MATERIAL AI4495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AI4495+STABILITY: POSITION/ELEVATION WELL AI4495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI4495+SATELLITE: SATELLITE OBSERVATIONS - 1998 AI4495 AI4495 HISTORY - Date Condition Report By AI4495 HISTORY - 1998 MONUMENTED NGS AI4495 AI4495 STATION DESCRIPTION AI4495 AI4495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 AI4495'THESE COORDINATES ARE FOR THE GEODETIC REFERENCE MARK OF A AI4495'CALIFORNIA CORS. INFORMATION ABOUT THE GRM, ANTENNA TYPE AI4495'AND ANTENNA HEIGHT CAN BE FOUND AT THE SOPAC WEBSITE: AI4495'HTTP://SOPAC.UCSD.EDU/SCRIPTS/SIMPL.CGI 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 DG9700 *********************************************************************** DG9700 DESIGNATION - RANDALL DG9700 PID - DG9700 DG9700 STATE/COUNTY- CA/FRESNO DG9700 USGS QUAD - CLOVIS (1981) DG9700 DG9700 *CURRENT SURVEY CONTROL DG9700 ___________________________________________________________________ DG9700* NAD 83(1998)- 36 45 08.54583(N) 119 42 00.08869(W) ADJUSTED DG9700* NAVD 88 - 100.1 (meters) 328. (feet) GPS OBS DG9700 ___________________________________________________________________ DG9700 EPOCH DATE - 2004.50 DG9700 X - -2,535,035.276 (meters) COMP DG9700 Y - -4,444,385.518 (meters) COMP DG9700 Z - 3,795,451.577 (meters) COMP DG9700 LAPLACE CORR- 7.17 (seconds) DEFLEC99 DG9700 ELLIP HEIGHT- 68.36 (meters) (04/01/05) GPS OBS DG9700 GEOID HEIGHT- -31.67 (meters) GEOID03 DG9700 DG9700 HORZ ORDER - B DG9700 ELLP ORDER - THIRD CLASS I DG9700 DG9700.The horizontal coordinates were established by GPS observations DG9700.and adjusted by the GEODETIC SOLUTIONS in April 2005. DG9700.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DG9700.DATUM ITEM on the data sheet items page. DG9700.The horizontal coordinates are valid at the epoch date displayed above. DG9700.The epoch date for horizontal control is a decimal equivalence DG9700.of Year/Month/Day. DG9700 DG9700.The orthometric height was determined by GPS observations and a DG9700.high-resolution geoid model. DG9700 DG9700.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG9700 DG9700.The Laplace correction was computed from DEFLEC99 derived deflections. DG9700 DG9700.The ellipsoidal height was determined by GPS observations DG9700.and is referenced to NAD 83. DG9700 DG9700.The geoid height was determined by GEOID03. DG9700 DG9700; North East Units Scale Factor Converg. DG9700;SPC CA 4 - 657,687.023 1,937,492.263 MT 0.99994319 -0 25 03.5 DG9700;SPC CA 4 - 2,157,761.51 6,356,589.20 sFT 0.99994319 -0 25 03.5 DG9700;UTM 11 - 4,070,802.745 258,960.072 MT 1.00031584 -1 36 58.9 DG9700 DG9700! - Elev Factor x Scale Factor = Combined Factor DG9700!SPC CA 4 - 0.99998927 x 0.99994319 = 0.99993246 DG9700!UTM 11 - 0.99998927 x 1.00031584 = 1.00030511 DG9700 DG9700 SUPERSEDED SURVEY CONTROL DG9700 DG9700.No superseded survey control is available for this station. DG9700 DG9700_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA5896070803(NAD 83) DG9700_MARKER: DD = SURVEY DISK DG9700_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. DG9700_SP_SET: SIDEWALK DG9700_STAMPING: RANDALL 2004 DG9700_MARK LOGO: CADT DG9700_MAGNETIC: N = NO MAGNETIC MATERIAL DG9700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG9700+STABILITY: SURFACE MOTION DG9700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9700+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2004 DG9700 DG9700 HISTORY - Date Condition Report By DG9700 HISTORY - 20040215 MONUMENTED CADT DG9700 DG9700 STATION DESCRIPTION DG9700 DG9700'DESCRIBED BY CALTRANS 2004 (DB) DG9700'THE STATION IS LOCATED AT THE INTERSECTION OF SR180 AND CLOVIS AVE, 2 DG9700'MI SOUTH, SOUTHEAST OF THE FRESNO-YOSEMITE INTERNATIONAL AIR TERMINAL DG9700'(FYI). TO REACH THE STATION FROM THE INTERSECTION OF SR180 AND SR99, DG9700'GO EAST ALONG SR180 3.2 MI TO THE PEACH AVE OVERCROSSING. CONTINUE DG9700'EAST ALONG 180 1.0 MI TO THE CLOVIS AVE EXIT. MERGE RIGHT ONTO DG9700'CLOVIS AVE. OFFRAMP AND CONTINUE EAST 0.35 MI TO THE INTERSECTION OF DG9700'CLOVIS AVE. TURN LEFT ONTO CLOVIS AVE AND CONTINUE NORTH ALONG CLOVIS DG9700'AVE 150 FT TO THE MARK ON THE RIGHT. THE STATION IS A CSRC/CDOT DG9700'ALUMINUM CAP FLUSH IN CONCRETE BRIDGE SIDEWALK. IT IS AT THE DG9700'SOUTHEAST CORNER OF THE CLOVIS AVE. BRIDGE OVERCROSSING OF SR180, 125 DG9700'FT SOUTH OF THE CENTERLINE OF SR180, 60 FT EAST OF THE CENTERLINE OF DG9700'CLOVIS AVE. 16.5 FT NORTH OF THE SOUTH END OF BRIDGE SIDEWALK, 2 FT DG9700'EAST OF THE EDGE OF CURB, 78.7 FT SOUTHSOUTHEAST OF A LIGHT POLE. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 DG9703 *********************************************************************** DG9703 DESIGNATION - TABITHA DG9703 PID - DG9703 DG9703 STATE/COUNTY- CA/FRESNO DG9703 USGS QUAD - CLOVIS (1981) DG9703 DG9703 *CURRENT SURVEY CONTROL DG9703 ___________________________________________________________________ DG9703* NAD 83(1998)- 36 48 35.89489(N) 119 41 58.48557(W) ADJUSTED DG9703* NAVD 88 - 109.6 (meters) 360. (feet) GPS OBS DG9703 ___________________________________________________________________ DG9703 EPOCH DATE - 2004.50 DG9703 X - -2,533,108.413 (meters) COMP DG9703 Y - -4,441,087.574 (meters) COMP DG9703 Z - 3,800,576.779 (meters) COMP DG9703 LAPLACE CORR- 7.66 (seconds) DEFLEC99 DG9703 ELLIP HEIGHT- 78.08 (meters) (04/01/05) GPS OBS DG9703 GEOID HEIGHT- -31.53 (meters) GEOID03 DG9703 DG9703 HORZ ORDER - B DG9703 ELLP ORDER - THIRD CLASS I DG9703 DG9703.The horizontal coordinates were established by GPS observations DG9703.and adjusted by the GEODETIC SOLUTIONS in April 2005. DG9703.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DG9703.DATUM ITEM on the data sheet items page. DG9703.The horizontal coordinates are valid at the epoch date displayed above. DG9703.The epoch date for horizontal control is a decimal equivalence DG9703.of Year/Month/Day. DG9703 DG9703.The orthometric height was determined by GPS observations and a DG9703.high-resolution geoid model. DG9703 DG9703.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG9703 DG9703.The Laplace correction was computed from DEFLEC99 derived deflections. DG9703 DG9703.The ellipsoidal height was determined by GPS observations DG9703.and is referenced to NAD 83. DG9703 DG9703.The geoid height was determined by GEOID03. DG9703 DG9703; North East Units Scale Factor Converg. DG9703;SPC CA 4 - 664,077.948 1,937,578.583 MT 0.99994591 -0 25 02.5 DG9703;SPC CA 4 - 2,178,729.07 6,356,872.40 sFT 0.99994591 -0 25 02.5 DG9703;UTM 11 - 4,077,192.829 259,180.275 MT 1.00031452 -1 37 05.8 DG9703 DG9703! - Elev Factor x Scale Factor = Combined Factor DG9703!SPC CA 4 - 0.99998775 x 0.99994591 = 0.99993366 DG9703!UTM 11 - 0.99998775 x 1.00031452 = 1.00030226 DG9703 DG9703 SUPERSEDED SURVEY CONTROL DG9703 DG9703.No superseded survey control is available for this station. DG9703 DG9703_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA5918077193(NAD 83) DG9703_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION DG9703_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. DG9703_SP_SET: CONCRETE MEDIAN DG9703_STAMPING: TABITHA 2004 DG9703_MARK LOGO: CADT DG9703_MAGNETIC: N = NO MAGNETIC MATERIAL DG9703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DG9703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG9703+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2004 DG9703 DG9703 HISTORY - Date Condition Report By DG9703 HISTORY - 20040525 MONUMENTED CADT DG9703 DG9703 STATION DESCRIPTION DG9703 DG9703'DESCRIBED BY CALTRANS 2004 (DB) DG9703'THE STATION IS LOCATED IN THE NORTHEAST QUANDRANT OF THE INTERSECTION DG9703'OF SHAW AVE AND CLOVIS AVE, IN THE CITY OF CLOVIS. IT IS LOCATED IN DG9703'THE PARKING LOT OF LOWES HARDWARE SUPPLY STORE AT 875 E. SHAW AVE. DG9703'TO REACH THE STATION FROM THE INTERSECTION OF SR180 AND SR99, GO EAST DG9703'ALONG SR180 3.4 MI TO THE SR168 EAST EXIT, MERGE RIGHT CONTINUING DG9703'EAST AND THAN NORTHERLY ALONG THE SR168 EAST ONRAMP. MERGE LEFT ONTO DG9703'SR168, CONTINUE NORTHEASTERLY 4.15 MI TO THE SHAW AVE. EXIT. MERGE DG9703'RIGHT ONTO THE SHAW AVE OFFRAMP, CONTINUING NORTHEASTERLY ABOUT 0.2 DG9703'MI TO THE INTERSECTION OF SHAW AVE. AND THE END OF THE OFFRAMP. TURN DG9703'RIGHT, CONTINUE EAST ALONG SHAW AVE 1.8 MI TO THE INTERSECTION OF DG9703'CLOVIS AVE. AND SHAW AVE. TURN LEFT ONTO CLOVIS AVE, CONTINUE NORTH DG9703'0.1 MI TO A SIGNAL CONTROLLED INTERSECTION OF SHOPPING CENTER DG9703'ENTRANCE AND CLOVIS AVE. TURN RIGHT AND CONTINUE EAST INTO PARKING DG9703'LOT FOR 165 FT TO THE MARK ON THE RIGHT. THE STATION IS A CDOT DG9703'SURVEY DISC FLUSH IN THE CONCRETE PORTION OF LANDSCAPED PARKING DG9703'MEDIAN. STATION IS 200 FT EAST OF THE CENTERLINE OF CLOVIS AVE,. 5.9 DG9703'FT NORTHNORTHEAST OF A UTILITY BOX, 6.9 FT SOUTH OF THE EAST END OF A DG9703'BACKFLOW PREVENTER, THE MIDDLE BACKFLOW PREVENTER OF THREE.