1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 HR0445 *********************************************************************** HR0445 DESIGNATION - B 715 RESET HR0445 PID - HR0445 HR0445 STATE/COUNTY- CA/MADERA HR0445 USGS QUAD - AHWAHNEE (1990) HR0445 HR0445 *CURRENT SURVEY CONTROL HR0445 ___________________________________________________________________ HR0445* NAD 83(1986)- 37 21 38. (N) 119 38 41. (W) SCALED HR0445* NAVD 88 - 788.91 (+/-2cm) 2588.3 (feet) VERTCON HR0445 ___________________________________________________________________ HR0445 GEOID HEIGHT- -28.55 (meters) GEOID99 HR0445 HR0445 VERT ORDER - THIRD (See Below) HR0445 HR0445.The horizontal coordinates were scaled from a topographic map and have HR0445.an estimated accuracy of +/- 6 seconds. HR0445 HR0445.The NAVD 88 height was computed by applying the VERTCON shift value to HR0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HR0445.The vertical order pertains to the superseded datum. HR0445 HR0445.The geoid height was determined by GEOID99. HR0445 HR0445; North East Units Estimated Accuracy HR0445;SPC CA 3 - 595,850. 2,075,760. MT (+/- 180 meters Scaled) HR0445 HR0445 SUPERSEDED SURVEY CONTROL HR0445 HR0445 NGVD 29 - 787.99 (m) 2585.3 (f) RESET 3 HR0445 HR0445.Superseded values are not recommended for survey control. HR0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0445.See file dsdata.txt to determine how the superseded data were derived. HR0445 HR0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB657381(NAD 83) HR0445_MARKER: DB = BENCH MARK DISK HR0445_SETTING: 30 = CULVERT HR0445_STAMPING: B 715 RESET 1959 HR0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HR0445 HR0445 HISTORY - Date Condition Report By HR0445 HISTORY - 1959 MONUMENTED CADH HR0445 HR0445 STATION DESCRIPTION HR0445 HR0445'DESCRIBED BY CA DIV OF HIGHWAYS 1959 HR0445'2.8 MI N FROM OAKHURST. HR0445'ABOUT 2.8 MILES NORTH ALONG A ROAD AND STATE HIGHWAY 41 FROM HR0445'OAKHURST, ABOUT 2.2 MILES NORTH OF THE JUNCTION OF OLD OAKHURST HR0445'ROAD, ON HEADWALL OF CULVERT DM 694, 23 FEET WEST OF THE HR0445'CENTERLINE OF THE HIGHWAY ON TOP OF THE SOUTH END OF THE HR0445'CULVERT HEADWALL, THE LETTERS U.S.B.M. PAINTED ON THE HEADWALL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU1098 *********************************************************************** GU1098 DESIGNATION - C 683 RESET 1969 GU1098 PID - GU1098 GU1098 STATE/COUNTY- CA/MADERA GU1098 USGS QUAD - MADERA (1981) GU1098 GU1098 *CURRENT SURVEY CONTROL GU1098 ___________________________________________________________________ GU1098* NAD 83(1986)- 36 59 07. (N) 120 01 09. (W) SCALED GU1098* NAVD 88 - 91.85 (+/-2cm) 301.3 (feet) VERTCON GU1098 ___________________________________________________________________ GU1098 GEOID HEIGHT- -32.39 (meters) GEOID99 GU1098 GU1098 VERT ORDER - THIRD (See Below) GU1098 GU1098.The horizontal coordinates were scaled from a topographic map and have GU1098.an estimated accuracy of +/- 6 seconds. GU1098 GU1098.The NAVD 88 height was computed by applying the VERTCON shift value to GU1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU1098.The vertical order pertains to the superseded datum. GU1098 GU1098.The geoid height was determined by GEOID99. GU1098 GU1098; North East Units Estimated Accuracy GU1098;SPC CA 3 - 553,970. 2,042,810. MT (+/- 180 meters Scaled) GU1098 GU1098 SUPERSEDED SURVEY CONTROL GU1098 GU1098 NGVD 29 - 91.14 (m) 299.0 (f) RESET 3 GU1098 GU1098.Superseded values are not recommended for survey control. GU1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU1098.See file dsdata.txt to determine how the superseded data were derived. GU1098 GU1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF653973(NAD 83) GU1098_MARKER: DB = BENCH MARK DISK GU1098_SETTING: 0 = UNSPECIFIED SETTING GU1098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GU1098 GU1098 HISTORY - Date Condition Report By GU1098 HISTORY - UNK MONUMENTED CADH GU1098 HISTORY - 1969 GOOD GU1098 GU1098 STATION DESCRIPTION GU1098 GU1098'DESCRIBED 1969 GU1098'2.9 MI NE FROM MADERA. GU1098'ABOUT 2.9 MILES NORTHEAST ALONG STATE HIGHWAY 145 FROM THE GU1098'COURTHOUSE AT MADERA, 390 FEET SOUTHWEST OF THE INTERSECTING GU1098'CENTER LINES OF STATE HIGHWAY 145 AND ROAD 29, 53 FEET OFF CENTER GU1098'LINE STRIPE, 2 FEET INSIDE RIGHT-OF-WAY FENCE AND ABOUT 2 FEET GU1098'ABOVE THE CENTER LINE OF THE PAVEMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH5605 *********************************************************************** AH5605 DESIGNATION - FLANAGAN RESET AH5605 PID - AH5605 AH5605 STATE/COUNTY- CA/MADERA AH5605 USGS QUAD - BLISS RANCH (1977) AH5605 AH5605 *CURRENT SURVEY CONTROL AH5605 ___________________________________________________________________ AH5605* NAD 83(1986)- 37 04 59. (N) 120 29 34. (W) SCALED AH5605* NAVD 88 - 40.54 (+/-2cm) 133.0 (feet) VERTCON AH5605 ___________________________________________________________________ AH5605 GEOID HEIGHT- -32.67 (meters) GEOID99 AH5605 AH5605 VERT ORDER - THIRD (See Below) AH5605 AH5605.The horizontal coordinates were scaled from a topographic map and have AH5605.an estimated accuracy of +/- 6 seconds. AH5605 AH5605.The NAVD 88 height was computed by applying the VERTCON shift value to AH5605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH5605.The vertical order pertains to the superseded datum. AH5605 AH5605.The geoid height was determined by GEOID99. AH5605 AH5605; North East Units Estimated Accuracy AH5605;SPC CA 3 - 564,710. 2,000,640. MT (+/- 180 meters Scaled) AH5605 AH5605 SUPERSEDED SURVEY CONTROL AH5605 AH5605 NGVD 29 - 39.85 (m) 130.7 (f) RESET 3 AH5605 AH5605.Superseded values are not recommended for survey control. AH5605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH5605.See file dsdata.txt to determine how the superseded data were derived. AH5605 AH5605_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG228070(NAD 83) AH5605_MARKER: DS = TRIANGULATION STATION DISK AH5605_SETTING: 0 = UNSPECIFIED SETTING AH5605_STAMPING: FLANAGAN RESET 1967 AH5605_MARK LOGO: CGS AH5605_PROJECTION: FLUSH AH5605_MAGNETIC: N = NO MAGNETIC MATERIAL AH5605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AH5605 AH5605 HISTORY - Date Condition Report By AH5605 HISTORY - 1967 MONUMENTED CGS AH5605 AH5605 STATION DESCRIPTION AH5605 AH5605'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PAB) AH5605'LOCATED 14.5 MILES (23.3 KM) SOUTH OF MERCED AT THE INTERSECTION OF AH5605'STATE ROUTES 152 AND 59, 130 FEET (39.6 M) WEST OF CENTERLINE OF AH5605'CONCRETE OVERHEAD STRUCTURE, 59.7 FEET (18.2 M) NORTH OF CENTERLINE OF AH5605'CONCRETE PAVEMENT OF WESTBOUND LANES. 67.0 FEET (20.4 M) SOUTHEAST OF AH5605'FACE OF CONCRETE CURB ON WESTBOUND RAMP TO HIGHWAY 152, FLUSH WITH AH5605'BOTTOM OF DRAINAGE RETENTION BASIN AND NEAR TOE OF SOUTH SLOPE OF AH5605'BASIN. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AB3110 *********************************************************************** AB3110 DESIGNATION - H 936 RESET AB3110 PID - AB3110 AB3110 STATE/COUNTY- CA/MADERA AB3110 USGS QUAD - MADERA (1981) AB3110 AB3110 *CURRENT SURVEY CONTROL AB3110 ___________________________________________________________________ AB3110* NAD 83(1986)- 36 58 28. (N) 120 04 32. (W) SCALED AB3110* NAVD 88 - 82.62 (+/-2cm) 271.1 (feet) VERTCON AB3110 ___________________________________________________________________ AB3110 GEOID HEIGHT- -32.48 (meters) GEOID99 AB3110 AB3110 VERT ORDER - THIRD (See Below) AB3110 AB3110.The horizontal coordinates were scaled from a topographic map and have AB3110.an estimated accuracy of +/- 6 seconds. AB3110 AB3110.The NAVD 88 height was computed by applying the VERTCON shift value to AB3110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AB3110.The vertical order pertains to the superseded datum. AB3110 AB3110.The geoid height was determined by GEOID99. AB3110 AB3110; North East Units Estimated Accuracy AB3110;SPC CA 3 - 552,740. 2,037,790. MT (+/- 180 meters Scaled) AB3110 AB3110 SUPERSEDED SURVEY CONTROL AB3110 AB3110 NGVD 29 - 81.92 (m) 268.8 (f) RESET 3 AB3110 AB3110.Superseded values are not recommended for survey control. AB3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB3110.See file dsdata.txt to determine how the superseded data were derived. AB3110 AB3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF603960(NAD 83) AB3110_MARKER: DV = VERTICAL CONTROL DISK AB3110_SETTING: 38 = BRIDGE ABUTMENT AB3110_STAMPING: H 936 RESET 1994 AB3110_MARK LOGO: NGS AB3110_MAGNETIC: N = NO MAGNETIC MATERIAL AB3110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB3110 AB3110 HISTORY - Date Condition Report By AB3110 HISTORY - 1995 MONUMENTED CADT AB3110 AB3110 STATION DESCRIPTION AB3110 AB3110'DESCRIBED BY CALTRANS 1995 (DGB) AB3110'FROM THE INTERSECTION OF STATE HIGHWAY 99 AND STATE HIGHWAY 145 IN THE AB3110'CITY OF MADERA, GO NORTHWEST ON HIGHWAY 99 FOR 1.65 MILES (2.66 KM) TO AB3110'THE CLEVELAND AVENUE OFF RAMP. TAKE THE CLEVELAND AVENUE OFF RAMP AB3110'NORTH FOR 0.20 MILE (0.32 KM) TO CLEVELAND AVENUE AND THE STATION ON AB3110'THE LEFT, IN THE SIDEWALK OVER THE SOUTH END OF THE EAST BRIDGE AB3110'ABUTMENT OF THE CLEVELAND AVENUE OVERCROSSING OF HIGHWAY 99, 15.09 AB3110'FEET (4.60 M) WEST OF THE EAST END OF THE BRIDGE, AND 2.10 FEET (0.64 AB3110'M) SOUTH OF THE NORTH EDGE OF SIDEWALK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 GU0737 *********************************************************************** GU0737 DESIGNATION - R 549 RESET 1972 GU0737 PID - GU0737 GU0737 STATE/COUNTY- CA/MADERA GU0737 USGS QUAD - FIREBAUGH NE (1984) GU0737 GU0737 *CURRENT SURVEY CONTROL GU0737 ___________________________________________________________________ GU0737* NAD 83(1986)- 36 55 44. (N) 120 20 27. (W) SCALED GU0737* NAVD 88 - 49.79 (+/-2cm) 163.4 (feet) VERTCON GU0737 ___________________________________________________________________ GU0737 GEOID HEIGHT- -32.87 (meters) GEOID99 GU0737 GU0737 VERT ORDER - THIRD (See Below) GU0737 GU0737.The horizontal coordinates were scaled from a topographic map and have GU0737.an estimated accuracy of +/- 6 seconds. GU0737 GU0737.The NAVD 88 height was computed by applying the VERTCON shift value to GU0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GU0737.The vertical order pertains to the superseded datum. GU0737 GU0737.The geoid height was determined by GEOID99. GU0737 GU0737; North East Units Estimated Accuracy GU0737;SPC CA 3 - 547,610. 2,014,180. MT (+/- 180 meters Scaled) GU0737 GU0737 SUPERSEDED SURVEY CONTROL GU0737 GU0737 NGVD 29 - 49.10 (m) 161.1 (f) RESET 3 GU0737 GU0737.Superseded values are not recommended for survey control. GU0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU0737.See file dsdata.txt to determine how the superseded data were derived. GU0737 GU0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF368902(NAD 83) GU0737_MARKER: DB = BENCH MARK DISK GU0737_SETTING: 36 = CONCRETE FOUNDATION GU0737_STAMPING: R 549 RESET 1972 GU0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GU0737 GU0737 HISTORY - Date Condition Report By GU0737 HISTORY - 1972 MONUMENTED NGS GU0737 GU0737 STATION DESCRIPTION GU0737 GU0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 GU0737'11.8 MI NE FROM FIREBAUGH. GU0737'LOCATED IN THE SOUTHWEST QUARTER OF SECTION 33, R15E, T11S, GU0737'0.2 MILE NORTHEAST ALONG 15TH STREET FROM THE COURTHOUSE AT GU0737'FIREBAUGH, THENCE 6.0 MILES EAST ALONG FIREBAUGH - MADERA ROAD GU0737'(ROUTE 7 1/2 E), THENCE 1.5 MILES NORTHEAST ALONG FIREBAUGH GU0737'BOULEVARD, THENCE 4.1 MILES NORTHWEST ALONG THE SOUTHWEST LEVEE GU0737'ROAD OF THE CHOWCHILLA CANAL (THIS IS 1.75 MILES SOUTH OF THE GU0737'14TH AVENUE BRIDGE OVER THE SAN JOAQUIN FLOOD CONTROL CHANNEL), GU0737'300 FEET WEST OF THE WEST LEVEE EMBANKMENT OF THE FLOOD CONTROL GU0737'CHANNEL, 17.5 FEET EAST OF THE CENTER OF A NORTH-SOUTH IRRIGATION GU0737'DITCH, 11.0 FEET NORTHEAST OF A GUYED ELECTRIC POWERLINE POLE GU0737'THAT SUPPORTS SWITCH BOXES AND ELECTRIC METER NUMBER T67133, GU0737'CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTHEAST CORNER GU0737'OF A CONCRETE FOUNDATION FOR A LARGE ELECTRIC MOTOR AND PUMP.