1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4350 *********************************************************************** AA4350 DESIGNATION - 1 RESET AA4350 PID - AA4350 AA4350 STATE/COUNTY- CA/SAN LUIS OBISPO AA4350 USGS QUAD - SAN LUIS OBISPO (1994) AA4350 AA4350 *CURRENT SURVEY CONTROL AA4350 ___________________________________________________________________ AA4350* NAD 83(1986)- 35 15 58. (N) 120 40 13. (W) SCALED AA4350* NAVD 88 - 47.61 (+/-2cm) 156.2 (feet) VERTCON AA4350 ___________________________________________________________________ AA4350 GEOID HEIGHT- -34.64 (meters) GEOID99 AA4350 AA4350 VERT ORDER - THIRD (See Below) AA4350 AA4350.The horizontal coordinates were scaled from a topographic map and have AA4350.an estimated accuracy of +/- 6 seconds. AA4350 AA4350.The NAVD 88 height was computed by applying the VERTCON shift value to AA4350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4350.The vertical order pertains to the superseded datum. AA4350 AA4350.The geoid height was determined by GEOID99. AA4350 AA4350; North East Units Estimated Accuracy AA4350;SPC CA 5 - 699,140. 1,757,070. MT (+/- 180 meters Scaled) AA4350 AA4350 SUPERSEDED SURVEY CONTROL AA4350 AA4350 NGVD 29 - 46.74 (m) 153.3 (f) RESET 3 AA4350 AA4350.Superseded values are not recommended for survey control. AA4350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4350.See file dsdata.txt to determine how the superseded data were derived. AA4350 AA4350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE119050(NAD 83) AA4350_MARKER: DD = SURVEY DISK AA4350_SETTING: 35 = FLAGPOLE BASE AA4350_STAMPING: 1 DPW RESET 1979 AA4350_MARK LOGO: CADT AA4350_MAGNETIC: N = NO MAGNETIC MATERIAL AA4350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4350+STABILITY: SURFACE MOTION AA4350 AA4350 HISTORY - Date Condition Report By AA4350 HISTORY - 1979 MONUMENTED CADT AA4350 AA4350 STATION DESCRIPTION AA4350 AA4350'DESCRIBED BY CALTRANS 1979 (CML) AA4350'0.6 MILE (1.0 KM) SOUTHWEST ALONG MARSH STREET FROM THE POST OFFICE IN AA4350'SAN LUIS OBISPO, THENCE 0.6 MILE (1.0 KM) SOUTH ALONG HIGUERA STREET, AA4350'IN R12E T30S, IN THE SOUTHEAST QUARTER OF SECTION 34, AT THE CADT AA4350'DISTRICT OFFICE, IN THE TOP OF THE EAST SIDE OF THE CONCRETE BASE FOR AA4350'THE FLAGPOLE, 27.0 FEET (8.2 M) WEST OF THE WEST CURB OF THE STREET, AA4350'56 FEET (17.1 M) SOUTH OF A 36 INCH SYCAMORE TREE, 0.8 FOOT (24.4 CM) AA4350'EAST OF THE EAST SIDE OF FLAGPOLE, AND ABOUT 0.3 FOOT (9.1 CM) ABOVE AA4350'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4369 *********************************************************************** AA4369 DESIGNATION - 2047 B RESET AA4369 PID - AA4369 AA4369 STATE/COUNTY- CA/SAN LUIS OBISPO AA4369 USGS QUAD - SIMMLER (1982) AA4369 AA4369 *CURRENT SURVEY CONTROL AA4369 ___________________________________________________________________ AA4369* NAD 83(1986)- 35 21 05. (N) 119 59 14. (W) SCALED AA4369* NAVD 88 - 624.84 (+/-2cm) 2050.0 (feet) VERTCON AA4369 ___________________________________________________________________ AA4369 GEOID HEIGHT- -33.76 (meters) GEOID99 AA4369 AA4369 VERT ORDER - THIRD (See Below) AA4369 AA4369.The horizontal coordinates were scaled from a topographic map and have AA4369.an estimated accuracy of +/- 6 seconds. AA4369 AA4369.The NAVD 88 height was computed by applying the VERTCON shift value to AA4369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4369.The vertical order pertains to the superseded datum. AA4369 AA4369.The geoid height was determined by GEOID99. AA4369 AA4369; North East Units Estimated Accuracy AA4369;SPC CA 5 - 707,160. 1,819,390. MT (+/- 180 meters Scaled) AA4369 AA4369 SUPERSEDED SURVEY CONTROL AA4369 AA4369 NGVD 29 - 623.96 (m) 2047.1 (f) RESET 3 AA4369 AA4369.Superseded values are not recommended for survey control. AA4369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4369.See file dsdata.txt to determine how the superseded data were derived. AA4369 AA4369_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV285161(NAD 83) AA4369_MARKER: DD = SURVEY DISK AA4369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4369_STAMPING: 2047 B RESET 1979 AA4369_MARK LOGO: DI AA4369_MAGNETIC: N = NO MAGNETIC MATERIAL AA4369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4369+STABILITY: SURFACE MOTION AA4369 AA4369 HISTORY - Date Condition Report By AA4369 HISTORY - 1979 MONUMENTED CADT AA4369 AA4369 STATION DESCRIPTION AA4369 AA4369'DESCRIBED BY CALTRANS 1979 (CML) AA4369'0.5 MILE (0.8 KM) EAST ALONG STATE HIGHWAY 58 FROM THE CADT AA4369'MAINTENANCE STATION IN SIMMLER NEAR SECOND AND THIRD DRIVEWAY TO AA4369'SOUTH, 42 FEET (12.8 M) NORTH OF HIGHWAY CENTERLINE, 4.5 FEET (1.4 M) AA4369'EAST OF TELEPHONE POLE, 8 FEET (2.4 M) SOUTH OF NEW BARBED WIRE FENCE, AA4369'0.6 FEET (18.3 CM) HIGHER THAN THE HIGHWAY, 1.0 FOOT (0.3 M) SOUTH OF AA4369'A WITNESS POST, PROJECTING 0.5 FOOT (15.2 CM) ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9712 *********************************************************************** AA9712 DESIGNATION - A 679 RESET AA9712 PID - AA9712 AA9712 STATE/COUNTY- CA/SAN LUIS OBISPO AA9712 USGS QUAD - TEMPLETON (1979) AA9712 AA9712 *CURRENT SURVEY CONTROL AA9712 ___________________________________________________________________ AA9712* NAD 83(1986)- 35 35 01. (N) 120 41 46. (W) SCALED AA9712* NAVD 88 - 239.08 (meters) 784.4 (feet) RESET AA9712 ___________________________________________________________________ AA9712 GEOID HEIGHT- -34.10 (meters) GEOID99 AA9712 AA9712 VERT ORDER - THIRD AA9712 AA9712.The horizontal coordinates were scaled from a topographic map and have AA9712.an estimated accuracy of +/- 6 seconds. AA9712 AA9712.The orthometric height was computed from unverified reset data. AA9712 AA9712.The geoid height was determined by GEOID99. AA9712 AA9712; North East Units Estimated Accuracy AA9712;SPC CA 5 - 734,410. 1,755,660. MT (+/- 180 meters Scaled) AA9712 AA9712 SUPERSEDED SURVEY CONTROL AA9712 AA9712.No superseded survey control is available for this station. AA9712 AA9712_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE087402(NAD 83) AA9712_MARKER: DV = VERTICAL CONTROL DISK AA9712_SETTING: 32 = HEADWALL AA9712_STAMPING: A 679 RESET 1995 AA9712_MARK LOGO: NGS AA9712_MAGNETIC: N = NO MAGNETIC MATERIAL AA9712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA9712+STABILITY: SURFACE MOTION AA9712 AA9712 HISTORY - Date Condition Report By AA9712 HISTORY - 1995 MONUMENTED LOCENG AA9712 AA9712 STATION DESCRIPTION AA9712 AA9712'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (CRY) AA9712'6.0 KM (3.70 MI) SOUTHERLY ALONG US HIGHWAY 101 FROM THE JUNCTION OF AA9712'24TH STREET (STATE HIGHWAY 46-EAST) ,IN PASO ROBLES TO STATE HIGHWAY AA9712'46 WEST, THEN PROCEED 0.6 KM (0.35 MI) SOUTHERLY ALONG THE WESTERLY AA9712'FRONTAGE ROAD (THEATER DRIVE) , IN THE TOP OF THE SOUTH END OF AA9712'HEADWALL, 24.1 M (79.1 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND AA9712'LANES OF THE HIGHWAY, 7.1 M (23.3 FT) WEST OF THE CENTERLINE OF AA9712'THEATER DRIVE, 7.0 M (23.0 FT) SOUTHERLY OF THE CENTERLINE OF A AA9712'DRIVEWAY TO A RESIDENCE C 2243 THEATER DRIVE, 15.2 M (49.9 FT) AA9712'NORTHERLY OF A FIRE HYDRANT, AND ABOUT LEVEL WITH THE CENTER OF AA9712'THEATER DRIVE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FV2056 *********************************************************************** FV2056 DESIGNATION - A 694 RESET FV2056 PID - FV2056 FV2056 STATE/COUNTY- CA/SAN LUIS OBISPO FV2056 USGS QUAD - CAMBRIA (1979) FV2056 FV2056 *CURRENT SURVEY CONTROL FV2056 ___________________________________________________________________ FV2056* NAD 83(1986)- 35 33 43. (N) 121 05 23. (W) SCALED FV2056* NAVD 88 - 26.33 (meters) 86.4 (feet) RESET FV2056 ___________________________________________________________________ FV2056 GEOID HEIGHT- -34.64 (meters) GEOID99 FV2056 FV2056 VERT ORDER - THIRD FV2056 FV2056.The horizontal coordinates were scaled from a topographic map and have FV2056.an estimated accuracy of +/- 6 seconds. FV2056 FV2056.The orthometric height was computed from unverified reset data. FV2056.No vertical observational check was made to the station. FV2056 FV2056.The geoid height was determined by GEOID99. FV2056 FV2056; North East Units Estimated Accuracy FV2056;SPC CA 5 - 733,040. 1,719,930. MT (+/- 180 meters Scaled) FV2056 FV2056 SUPERSEDED SURVEY CONTROL FV2056 FV2056 NGVD 29 - 25.50 (m) 83.7 (f) RESET 3 FV2056 FV2056.Superseded values are not recommended for survey control. FV2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2056.See file dsdata.txt to determine how the superseded data were derived. FV2056 FV2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE731370(NAD 83) FV2056_MARKER: DV = VERTICAL CONTROL DISK FV2056_SETTING: 31 = BALUSTRADE FV2056_STAMPING: A 694 RESET 1985 FV2056_MARK LOGO: NGS FV2056_MAGNETIC: N = NO MAGNETIC MATERIAL FV2056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FV2056 FV2056 HISTORY - Date Condition Report By FV2056 HISTORY - 1985 MONUMENTED NGS FV2056 FV2056 STATION DESCRIPTION FV2056 FV2056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 FV2056'AT THE MAIN ENTRANCE TO THE CAMBRIA UNION GRAMMAR SCHOOL, ALONG THE FV2056'SOUTH SIDE OF MAIN STREET (OLD HIGHWAY 46), IN THE TOP OF THE EAST FV2056'CONCRETE BALUSTRADE OF THE ENTRY STEPS, 1.0 FOOT (0.3 M) NORTH OF THE FV2056'WALL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9729 *********************************************************************** AA9729 DESIGNATION - C 1314 RESET AA9729 PID - AA9729 AA9729 STATE/COUNTY- CA/SAN LUIS OBISPO AA9729 USGS QUAD - MORRO BAY SOUTH (1994) AA9729 AA9729 *CURRENT SURVEY CONTROL AA9729 ___________________________________________________________________ AA9729* NAD 83(1986)- 35 21 49. (N) 120 49 24. (W) SCALED AA9729* NAVD 88 - 18.20 (meters) 59.7 (feet) RESET AA9729 ___________________________________________________________________ AA9729 GEOID HEIGHT- -34.72 (meters) GEOID99 AA9729 AA9729 VERT ORDER - THIRD AA9729 AA9729.The horizontal coordinates were scaled from a topographic map and have AA9729.an estimated accuracy of +/- 6 seconds. AA9729 AA9729.The orthometric height was computed from unverified reset data. AA9729 AA9729.The geoid height was determined by GEOID99. AA9729 AA9729; North East Units Estimated Accuracy AA9729;SPC CA 5 - 710,330. 1,743,450. MT (+/- 180 meters Scaled) AA9729 AA9729 SUPERSEDED SURVEY CONTROL AA9729 AA9729.No superseded survey control is available for this station. AA9729 AA9729_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE977155(NAD 83) AA9729_MARKER: DV = VERTICAL CONTROL DISK AA9729_SETTING: 31 = BRIDGE RAIL AA9729_STAMPING: C 1314 RESET 1993 AA9729_MARK LOGO: NGS AA9729_MAGNETIC: N = NO MAGNETIC MATERIAL AA9729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AA9729 AA9729 HISTORY - Date Condition Report By AA9729 HISTORY - 1993 MONUMENTED CADT AA9729 AA9729 STATION DESCRIPTION AA9729 AA9729'DESCRIBED BY CALTRANS 1993 (WG) AA9729'0.95 MILES (1.53 KM) SOUTHEAST ALONG STATE HIGHWAY 1 FROM MORRO BAY AA9729'BOULEVARD OVERPASS IN MORRO BAY, 1.80 FEET (0.55 M) NORTHERLY OF AA9729'SOUTHWEST CORNER OF ROUTE 1 BRIDGE OVER SOUTH BAY BOULEVARD, AND 22 AA9729'FEET (6.7 M) WESTERLY OF CENTERLINE OF SOUTH BOUND LANES OF ROUTE 1. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FV0017 *********************************************************************** FV0017 DESIGNATION - C 561 RESET 1958 FV0017 PID - FV0017 FV0017 STATE/COUNTY- CA/SAN LUIS OBISPO FV0017 USGS QUAD - TEMPLETON (1979) FV0017 FV0017 *CURRENT SURVEY CONTROL FV0017 ___________________________________________________________________ FV0017* NAD 83(1986)- 35 31 25. (N) 120 39 30. (W) SCALED FV0017* NAVD 88 - 268.78 (+/-2cm) 881.8 (feet) VERTCON FV0017 ___________________________________________________________________ FV0017 GEOID HEIGHT- -34.10 (meters) GEOID99 FV0017 FV0017 VERT ORDER - THIRD (See Below) FV0017 FV0017.The horizontal coordinates were scaled from a topographic map and have FV0017.an estimated accuracy of +/- 6 seconds. FV0017 FV0017.The NAVD 88 height was computed by applying the VERTCON shift value to FV0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FV0017.The vertical order pertains to the superseded datum. FV0017 FV0017.The geoid height was determined by GEOID99. FV0017 FV0017; North East Units Estimated Accuracy FV0017;SPC CA 5 - 727,670. 1,758,910. MT (+/- 180 meters Scaled) FV0017 FV0017 SUPERSEDED SURVEY CONTROL FV0017 FV0017 NGVD 29 - 267.80 (m) 878.6 (f) RESET 3 FV0017 FV0017.Superseded values are not recommended for survey control. FV0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV0017.See file dsdata.txt to determine how the superseded data were derived. FV0017 FV0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE123336(NAD 83) FV0017_MARKER: DB = BENCH MARK DISK FV0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV0017_STAMPING: C 561 RESET 1958 FV0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV0017+STABILITY: SURFACE MOTION FV0017 FV0017 HISTORY - Date Condition Report By FV0017 HISTORY - 1958 MONUMENTED CADH FV0017 FV0017 STATION DESCRIPTION FV0017 FV0017'DESCRIBED BY CA DIV OF HIGHWAYS 1958 FV0017'1.2 MI SE FROM ATASCADERO. FV0017'ABOUT 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 125 FROM THE FV0017'SOUTHERN PACIFIC COMPANY RAILROAD STATION AT ATASCADERO, THENCE FV0017'2.6 MILES NORTH ALONG SAN LUIS OBISPO COUNTY ROUTE F 34 B FV0017'LEADING EAST, 47 FEET WEST OF THE CENTERLINE OF ROUTE F 35 A, FV0017'48 FEET NORTH OF THE CENTERLINE OF ROUTE F 34 B, AND 2 FEET FV0017'WEST OF A WITNESS POST ABOUT 3 FEET ABOVE THE ROAD AND SET FV0017'ON THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE FV0017'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4372 *********************************************************************** AA4372 DESIGNATION - C 617 RESET AA4372 PID - AA4372 AA4372 STATE/COUNTY- CA/SAN LUIS OBISPO AA4372 USGS QUAD - CHOLAME (1993) AA4372 AA4372 *CURRENT SURVEY CONTROL AA4372 ___________________________________________________________________ AA4372* NAD 83(1986)- 35 42 34. (N) 120 18 14. (W) SCALED AA4372* NAVD 88 - 344.51 (+/-2cm) 1130.3 (feet) VERTCON AA4372 ___________________________________________________________________ AA4372 GEOID HEIGHT- -33.61 (meters) GEOID99 AA4372 AA4372 VERT ORDER - THIRD (See Below) AA4372 AA4372.The horizontal coordinates were scaled from a topographic map and have AA4372.an estimated accuracy of +/- 6 seconds. AA4372 AA4372.The NAVD 88 height was computed by applying the VERTCON shift value to AA4372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4372.The vertical order pertains to the superseded datum. AA4372 AA4372.The geoid height was determined by GEOID99. AA4372 AA4372; North East Units Estimated Accuracy AA4372;SPC CA 5 - 747,490. 1,791,520. MT (+/- 180 meters Scaled) AA4372 AA4372 SUPERSEDED SURVEY CONTROL AA4372 AA4372 NGVD 29 - 343.56 (m) 1127.2 (f) RESET 3 AA4372 AA4372.Superseded values are not recommended for survey control. AA4372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4372.See file dsdata.txt to determine how the superseded data were derived. AA4372 AA4372_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE439550(NAD 83) AA4372_MARKER: DV = VERTICAL CONTROL DISK AA4372_SETTING: 38 = BRIDGE ABUTMENT AA4372_STAMPING: C 617 RESET 1978 AA4372_MARK LOGO: NGS AA4372_MAGNETIC: N = NO MAGNETIC MATERIAL AA4372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA4372 AA4372 HISTORY - Date Condition Report By AA4372 HISTORY - 1978 MONUMENTED CA3370 AA4372 AA4372 STATION DESCRIPTION AA4372 AA4372'DESCRIBED BY CITY OF SAN LUIS OBISPO CALIFORNIA 1978 (JGA) AA4372'1.5 MILES (2.4 KM) SOUTHEAST ON HIGHWAY AND COUNTY ROAD, ABOUT 1.2 AA4372'MILES (1.9 KM) SOUTH OF STORE IN CHOLAME, ALONG HIGHWAY 466, THENCE AA4372'EAST 0.32 MILE (0.51 KM) TO THE NORTHEAST CORNER OF STEEL BRIDGE OVER AA4372'CREEK BED, RESET ON NORTH END OF EAST ABUTMENT OF NEWLY CONSTRUCTED AA4372'BRIDGE, NEAR OLD BRIDGE (NOW REMOVED) . 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FV2054 *********************************************************************** FV2054 DESIGNATION - D 693 RESET FV2054 PID - FV2054 FV2054 STATE/COUNTY- CA/SAN LUIS OBISPO FV2054 USGS QUAD - SAN LUIS OBISPO (1994) FV2054 FV2054 *CURRENT SURVEY CONTROL FV2054 ___________________________________________________________________ FV2054* NAD 83(1986)- 35 19 20. (N) 120 43 10. (W) SCALED FV2054* NAVD 88 - 104.25 (meters) 342.0 (feet) RESET FV2054 ___________________________________________________________________ FV2054 GEOID HEIGHT- -34.54 (meters) GEOID99 FV2054 FV2054 VERT ORDER - THIRD FV2054 FV2054.The horizontal coordinates were scaled from a topographic map and have FV2054.an estimated accuracy of +/- 6 seconds. FV2054 FV2054.The orthometric height was computed from unverified reset data. FV2054.No vertical observational check was made to the station. FV2054 FV2054.The geoid height was determined by GEOID99. FV2054 FV2054; North East Units Estimated Accuracy FV2054;SPC CA 5 - 705,480. 1,752,760. MT (+/- 180 meters Scaled) FV2054 FV2054 SUPERSEDED SURVEY CONTROL FV2054 FV2054 NGVD 29 - 103.38 (m) 339.2 (f) RESET 3 FV2054 FV2054.Superseded values are not recommended for survey control. FV2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2054.See file dsdata.txt to determine how the superseded data were derived. FV2054 FV2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE073111(NAD 83) FV2054_MARKER: DV = VERTICAL CONTROL DISK FV2054_SETTING: 35 = BRIDGE DECK FV2054_STAMPING: D 693 RESET 1982 FV2054_MARK LOGO: NGS FV2054_MAGNETIC: N = NO MAGNETIC MATERIAL FV2054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV2054+STABILITY: SURFACE MOTION FV2054 FV2054 HISTORY - Date Condition Report By FV2054 HISTORY - 1982 MONUMENTED LOCENG FV2054 FV2054 STATION DESCRIPTION FV2054 FV2054'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 FV2054'4.7 MILES (7.6 KM) NORTHWEST ALONG STATE HIGHWAY 001 FROM THE FV2054'COURTHOUSE IN SAN LUIS OBISPO, AT THE SOUTHEAST CORNER OF BRIDGE NO. FV2054'49.63, 30 FEET (9.1 M) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, FV2054'0.8 FEET (24.4 CM) FROM BASE OF BRIDGE BARRIER RAIL AND SET OVER FV2054'BRIDGE ABUTMENT IN DECK OF BRIDGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AC9284 *********************************************************************** AC9284 DESIGNATION - F 1450 RESET AC9284 PID - AC9284 AC9284 STATE/COUNTY- CA/SAN LUIS OBISPO AC9284 USGS QUAD - TEMPLETON (1979) AC9284 AC9284 *CURRENT SURVEY CONTROL AC9284 ___________________________________________________________________ AC9284* NAD 83(1986)- 35 30 46. (N) 120 41 57. (W) SCALED AC9284* NAVD 88 - 269.36 (meters) 883.7 (feet) RESET AC9284 ___________________________________________________________________ AC9284 GEOID HEIGHT- -34.13 (meters) GEOID99 AC9284 AC9284 VERT ORDER - THIRD AC9284 AC9284.The horizontal coordinates were scaled from a topographic map and have AC9284.an estimated accuracy of +/- 6 seconds. AC9284 AC9284.The orthometric height was computed from unverified reset data. AC9284 AC9284.The geoid height was determined by GEOID99. AC9284 AC9284; North East Units Estimated Accuracy AC9284;SPC CA 5 - 726,560. 1,755,170. MT (+/- 180 meters Scaled) AC9284 AC9284 SUPERSEDED SURVEY CONTROL AC9284 AC9284.No superseded survey control is available for this station. AC9284 AC9284_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE086323(NAD 83) AC9284_MARKER: DV = VERTICAL CONTROL DISK AC9284_SETTING: 31 = BRIDGE SIDEWALK AC9284_STAMPING: F 1450 RESET 1996 AC9284_MARK LOGO: NGS AC9284_MAGNETIC: N = NO MAGNETIC MATERIAL AC9284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC9284 AC9284 HISTORY - Date Condition Report By AC9284 HISTORY - 1996 MONUMENTED CADT AC9284 AC9284 STATION DESCRIPTION AC9284 AC9284'DESCRIBED BY CALTRANS 1996 (ES) AC9284'4.3 KM (2.65 MI) NORTHERLY ALONG HIGHWAY 101 FROM THE JUNCTION OF AC9284'MORRO AVENUE IN ATASCADERO SET IN SIDEWALK AT SOUTHEAST CORNER OF DEL AC9284'RIO ROAD OVERPASS OF THE HIGHWAY. A BRASS DISK SET IN SOUTHEASTLY AC9284'SIDEWALK OF DEL RIO OVER CROSSING, 14.3 FEET (4.4 M) SOUTH OF AC9284'CENTERLINE DEL RIO OVER CROSSING, 3.4 FEET (1.0 M) SOUTH OF FRONT LINE AC9284'CURB, 1.6 FEET (0.5 M) NORTH OF SOUTH EDGE SIDEWALK, 12.4 FEET (3.8 M) AC9284'WEST OF SOUTHEAST CORNER OF DEL RIO OVER CROSSING, 0.9 FOOT (27.4 CM) AC9284'ABOVE ROADWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FV2062 *********************************************************************** FV2062 DESIGNATION - F 694 RESET FV2062 PID - FV2062 FV2062 STATE/COUNTY- CA/SAN LUIS OBISPO FV2062 USGS QUAD - SAN SIMEON (1976) FV2062 FV2062 *CURRENT SURVEY CONTROL FV2062 ___________________________________________________________________ FV2062* NAD 83(1986)- 35 38 02. (N) 121 09 51. (W) SCALED FV2062* NAVD 88 - 14.86 (meters) 48.8 (feet) RESET FV2062 ___________________________________________________________________ FV2062 GEOID HEIGHT- -34.50 (meters) GEOID99 FV2062 FV2062 VERT ORDER - THIRD FV2062 FV2062.The horizontal coordinates were scaled from a topographic map and have FV2062.an estimated accuracy of +/- 6 seconds. FV2062 FV2062.The orthometric height was computed from unverified reset data. FV2062.No vertical observational check was made to the station. FV2062 FV2062.The geoid height was determined by GEOID99. FV2062 FV2062; North East Units Estimated Accuracy FV2062;SPC CA 5 - 741,230. 1,713,430. MT (+/- 180 meters Scaled) FV2062 FV2062 SUPERSEDED SURVEY CONTROL FV2062 FV2062 NGVD 29 - 14.03 (m) 46.0 (f) RESET 3 FV2062 FV2062.Superseded values are not recommended for survey control. FV2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2062.See file dsdata.txt to determine how the superseded data were derived. FV2062 FV2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE662448(NAD 83) FV2062_MARKER: DV = VERTICAL CONTROL DISK FV2062_SETTING: 36 = BRIDGE CURB FV2062_STAMPING: F 694 RESET 1988 FV2062_MARK LOGO: NGS FV2062_MAGNETIC: N = NO MAGNETIC MATERIAL FV2062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2062 FV2062 HISTORY - Date Condition Report By FV2062 HISTORY - 1988 MONUMENTED CADT FV2062 FV2062 STATION DESCRIPTION FV2062 FV2062'DESCRIBED BY CALTRANS 1988 FV2062'1.6 MILES (2.6 KM) SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE BRIDGE FV2062'OVER ARROYO DEL PUERTO IN SAN SIMEON, AT THE BRIDGE OVER LITTLE PICO FV2062'CREEK, AT P.M. 56.44, 37 FEET (11.3 M) NORTHEASTERLY OF ELECTRIC FV2062'METER FOR SEWAGE PUMP, 37 FEET (11.3 M) SOUTHWESTERLY OF POWER POLE, FV2062'AND 162 FEET (49.4 M) NORTHEASTERLY OF EXISTING ORIGINAL STATION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4341 *********************************************************************** AA4341 DESIGNATION - G 559 RESET AA4341 PID - AA4341 AA4341 STATE/COUNTY- CA/SAN LUIS OBISPO AA4341 USGS QUAD - SIMMLER (1982) AA4341 AA4341 *CURRENT SURVEY CONTROL AA4341 ___________________________________________________________________ AA4341* NAD 83(1986)- 35 21 05. (N) 119 57 48. (W) SCALED AA4341* NAVD 88 - 647.03 (+/-2cm) 2122.8 (feet) VERTCON AA4341 ___________________________________________________________________ AA4341 GEOID HEIGHT- -33.76 (meters) GEOID99 AA4341 AA4341 VERT ORDER - THIRD (See Below) AA4341 AA4341.The horizontal coordinates were scaled from a topographic map and have AA4341.an estimated accuracy of +/- 6 seconds. AA4341 AA4341.The NAVD 88 height was computed by applying the VERTCON shift value to AA4341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4341.The vertical order pertains to the superseded datum. AA4341 AA4341.The geoid height was determined by GEOID99. AA4341 AA4341; North East Units Estimated Accuracy AA4341;SPC CA 5 - 707,110. 1,821,560. MT (+/- 180 meters Scaled) AA4341 AA4341 SUPERSEDED SURVEY CONTROL AA4341 AA4341 NGVD 29 - 646.15 (m) 2119.9 (f) RESET 3 AA4341 AA4341.Superseded values are not recommended for survey control. AA4341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4341.See file dsdata.txt to determine how the superseded data were derived. AA4341 AA4341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV307160(NAD 83) AA4341_MARKER: DV = VERTICAL CONTROL DISK AA4341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4341_STAMPING: G 559 RESET 1979 AA4341_MARK LOGO: NGS AA4341_MAGNETIC: N = NO MAGNETIC MATERIAL AA4341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4341+STABILITY: SURFACE MOTION AA4341 AA4341 HISTORY - Date Condition Report By AA4341 HISTORY - 1979 MONUMENTED CADT AA4341 AA4341 STATION DESCRIPTION AA4341 AA4341'DESCRIBED BY CALTRANS 1979 (CML) AA4341'1.8 MILES (2.9 KM) EAST ALONG STATE HIGHWAY 58 FROM THE CALIFORNIA AA4341'DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION IN SIMMLER, 70 FEET AA4341'(21.3 M) WEST OF A TRIPLE 24 INCH BY 50 FOOT (15.2 M) CORRUGATED STEEL AA4341'PIPE, 41 1/2 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8 1/2 FEET AA4341'NORTH OF A FENCE, 1.0 FOOT (0.3 M) NORTH OF A WITNESS POST, 0.5 FOOT AA4341'(15.2 CM) LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE AA4341'POST PROJECTING 0.5 FOOT (15.2 CM) ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FV1057 *********************************************************************** FV1057 DESIGNATION - GWM 33 RESET 1975 FV1057 PID - FV1057 FV1057 STATE/COUNTY- CA/SAN LUIS OBISPO FV1057 USGS QUAD - CYPRESS MOUNTAIN (1979) FV1057 FV1057 *CURRENT SURVEY CONTROL FV1057 ___________________________________________________________________ FV1057* NAD 83(1992)- 35 33 50.72291(N) 120 54 24.79265(W) ADJUSTED FV1057* NAVD 88 - 565. (meters) 1854. (feet) SCALED FV1057 ___________________________________________________________________ FV1057 EPOCH DATE - 1991.35 FV1057 X - -2,668,234.020 (meters) COMP FV1057 Y - -4,457,078.315 (meters) COMP FV1057 Z - 3,689,263.560 (meters) COMP FV1057 LAPLACE CORR- 3.67 (seconds) DEFLEC99 FV1057 ELLIP HEIGHT- 531.11 (meters) GPS OBS FV1057 GEOID HEIGHT- -34.13 (meters) GEOID99 FV1057 FV1057 HORZ ORDER - FIRST FV1057 VERT ORDER - THIRD (See Below) FV1057 ELLP ORDER - FOURTH CLASS I FV1057 FV1057.The horizontal coordinates were established by GPS observations FV1057.and adjusted by the National Geodetic Survey in June 1996. FV1057.The horizontal coordinates are valid at the epoch date displayed above. FV1057.The epoch date for horizontal control is a decimal equivalence FV1057.of Year/Month/Day. FV1057 FV1057.The orthometric height was scaled from a topographic map. FV1057.The vertical order pertains to the superseded datum. FV1057 FV1057.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV1057 FV1057.The Laplace correction was computed from DEFLEC99 derived deflections. FV1057 FV1057.The ellipsoidal height was determined by GPS observations FV1057.and is referenced to NAD 83. FV1057 FV1057.The geoid height was determined by GEOID99. FV1057 FV1057; North East Units Scale Converg. FV1057;SPC CA 5 - 732,780.274 1,736,500.339 MT 1.00002269 -1 39 25.1 FV1057;SPC CA 5 - 2,404,129.95 5,697,168.20 sFT 1.00002269 -1 39 25.1 FV1057;UTM 10 - 3,937,617.155 689,693.779 MT 1.00004345 +1 13 03.9 FV1057 FV1057 SUPERSEDED SURVEY CONTROL FV1057 FV1057 NAD 83(1992)- 35 33 50.72286(N) 120 54 24.79262(W) AD(1991.35) 1 FV1057 ELLIP HT - 531.11 (m) GP(1991.35) 4 2 FV1057 NGVD 29 - 564.37 (m) 1851.6 (f) RESET 3 FV1057 FV1057.Superseded values are not recommended for survey control. FV1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1057.See file dsdata.txt to determine how the superseded data were derived. FV1057 FV1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE8969437617(NAD 83) FV1057_MARKER: DD = SURVEY DISK FV1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV1057_STAMPING: GWM 33 1938 RESET 1975 FV1057_MARK LOGO: USGS FV1057_MAGNETIC: N = NO MAGNETIC MATERIAL FV1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV1057+STABILITY: SURFACE MOTION FV1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV1057+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993 FV1057 FV1057 HISTORY - Date Condition Report By FV1057 HISTORY - 1975 MONUMENTED USGS FV1057 HISTORY - 19930505 GOOD CADT FV1057 FV1057 STATION DESCRIPTION FV1057 FV1057'DESCRIBED BY US GEOLOGICAL SURVEY 1975 FV1057'12.4 MI E FROM CAMBRIA. FV1057'12.4 MILES EAST ALONG SANTA ROSA CREEK ROAD (FORMERLY STATE FV1057'HIGHWAY 46) FROM COAST UNION HIGH SCHOOL, SAN LUIS OBISPO FV1057'COUNTY, 35 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD ON A FV1057'HILL SIDE NEAR 2 EACH WHITE WOODEN WITNESS POSTS, 0.2 FEET FV1057'HIGHER THAN THE COUNTY ROAD. SET IN A CONCRETE POST. A FARM FV1057'ROAD LIES 37 FEET NORTHERLY AND ON THE WEST SIDE OF THE COUNTY FV1057'ROAD. FV1057 FV1057 STATION RECOVERY (1993) FV1057 FV1057'RECOVERY NOTE BY CALTRANS 1993 FV1057'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. FV1057'$ FV1057'THE STATION IS LOCATED ON THE NORTH SIDE OF SANTA ROSA CREEK ROAD, FV1057'ABOUT 13 MI (20.9 KM) SOUTHWEST OF THE CITY OF PASO ROBLES AND ABOUT FV1057'10 MI (16.1 KM) EAST OF THE TOWN OF CAMBRIA. FV1057'$ FV1057'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 46, FV1057'ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF CAMBRIA, GO EAST ON HIGHWAY 46 FOR FV1057'11.32 MI (18.22 KM) TO THE INTERSECTION OF OLD CREEK ROAD ON THE FV1057'RIGHT AND SANTA ROSA CREEK ROAD ON THE LEFT. TURN LEFT AND GO NORTH FV1057'AND NORTHWEST ON SANTA ROSA CREEK ROAD FOR 3.8 MI (6.1 KM) TO THE FV1057'SUMMIT AND THE STATION ON THE RIGHT AT COUNTY ROAD POST MILE 12.40. A FV1057'PAVED SHOULDER ON THE OPPOSITE SIDE OF THE ROAD FROM THE STATION FV1057'PROVIDES ADEQUATE PARKING. FV1057'$ FV1057'THE STATION IS ABOUT 50 FT (15.2 M) SOUTH OF AND ACROSS THE ROAD FROM FV1057'A PAVED DRIVEWAY FOR 9975 AND 9985 SANTA ROSA CREEK ROAD, 34 FT FV1057'(10.4 M) EAST OF THE CENTERLINE OF SANTA ROSA CREEK ROAD, 18.4 FT FV1057'(5.6 M) NORTHEAST OF A 4 INCH BY 4 INCH WOOD POST WITH CURVE AHEAD FV1057'SIGN, 2.4 FT (0.7 M) NORTH OF A 4 INCH BY 4 INCH WOOD WITNESS POST, FV1057'1.9 FT (0.6 M) WEST OF A 4 STRAND BARBED WIRE R/W FENCE, 1.8 FT FV1057'(0.5 M) SOUTH OF A 6 INCH BY 6 INCH WOOD WITNESS POST, 1.6 FT FV1057'(0.5 M) WEST OF A CARSONITE WITNESS POST, AND LEVEL WITH THE ROADWAY. FV1057'$ FV1057'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV1057'SURVEY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4342 *********************************************************************** AA4342 DESIGNATION - H 559 RESET AA4342 PID - AA4342 AA4342 STATE/COUNTY- CA/SAN LUIS OBISPO AA4342 USGS QUAD - SIMMLER (1982) AA4342 AA4342 *CURRENT SURVEY CONTROL AA4342 ___________________________________________________________________ AA4342* NAD 83(1986)- 35 21 04. (N) 119 58 53. (W) SCALED AA4342* NAVD 88 - 625.17 (+/-2cm) 2051.1 (feet) VERTCON AA4342 ___________________________________________________________________ AA4342 GEOID HEIGHT- -33.76 (meters) GEOID99 AA4342 AA4342 VERT ORDER - THIRD (See Below) AA4342 AA4342.The horizontal coordinates were scaled from a topographic map and have AA4342.an estimated accuracy of +/- 6 seconds. AA4342 AA4342.The NAVD 88 height was computed by applying the VERTCON shift value to AA4342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4342.The vertical order pertains to the superseded datum. AA4342 AA4342.The geoid height was determined by GEOID99. AA4342 AA4342; North East Units Estimated Accuracy AA4342;SPC CA 5 - 707,120. 1,819,910. MT (+/- 180 meters Scaled) AA4342 AA4342 SUPERSEDED SURVEY CONTROL AA4342 AA4342 NGVD 29 - 624.29 (m) 2048.2 (f) RESET 3 AA4342 AA4342.Superseded values are not recommended for survey control. AA4342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4342.See file dsdata.txt to determine how the superseded data were derived. AA4342 AA4342_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV290160(NAD 83) AA4342_MARKER: DV = VERTICAL CONTROL DISK AA4342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4342_STAMPING: H 559 RESET 1979 AA4342_MARK LOGO: NGS AA4342_MAGNETIC: N = NO MAGNETIC MATERIAL AA4342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4342+STABILITY: SURFACE MOTION AA4342 AA4342 HISTORY - Date Condition Report By AA4342 HISTORY - 1979 MONUMENTED CADT AA4342 AA4342 STATION DESCRIPTION AA4342 AA4342'DESCRIBED BY CALTRANS 1979 (CML) AA4342'0.8 MILE (1.3 KM) EAST ALONG STATE HIGHWAY 58 FROM THE CALIFORNIA AA4342'DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION IN SIMMLER, 0.25 MILE AA4342'(0.40 KM) EAST OF A RANCH HOUSE, 40 1/2 FEET NORTH OF THE CENTERLINE AA4342'OF THE HIGHWAY, 0.5 FOOT (15.2 CM) SOUTH OF A FENCE, 1.0 FOOT (0.3 M) AA4342'SOUTH OF A WITNESS POST, 0.9 FOOT (27.4 CM) HIGHER THAN THE HIGHWAY, AA4342'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT (15.2 CM) AA4342'ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AB3106 *********************************************************************** AB3106 DESIGNATION - N 1095 RESET AB3106 PID - AB3106 AB3106 STATE/COUNTY- CA/SAN LUIS OBISPO AB3106 USGS QUAD - TEMPLETON (1979) AB3106 AB3106 *CURRENT SURVEY CONTROL AB3106 ___________________________________________________________________ AB3106* NAD 83(1986)- 35 36 47. (N) 120 41 26. (W) SCALED AB3106* NAVD 88 - 219.37 (meters) 719.7 (feet) RESET AB3106 ___________________________________________________________________ AB3106 GEOID HEIGHT- -34.08 (meters) GEOID99 AB3106 AB3106 VERT ORDER - THIRD AB3106 AB3106.The horizontal coordinates were scaled from a topographic map and have AB3106.an estimated accuracy of +/- 6 seconds. AB3106 AB3106.The orthometric height was computed from unverified reset data. AB3106 AB3106.The geoid height was determined by GEOID99. AB3106 AB3106; North East Units Estimated Accuracy AB3106;SPC CA 5 - 737,670. 1,756,250. MT (+/- 180 meters Scaled) AB3106 AB3106 SUPERSEDED SURVEY CONTROL AB3106 AB3106.No superseded survey control is available for this station. AB3106 AB3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE091434(NAD 83) AB3106_MARKER: DV = VERTICAL CONTROL DISK AB3106_SETTING: 32 = HEADWALL AB3106_STAMPING: N 1095 RESET 1995 AB3106_MARK LOGO: NGS AB3106_MAGNETIC: N = NO MAGNETIC MATERIAL AB3106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB3106+STABILITY: SURFACE MOTION AB3106 AB3106 HISTORY - Date Condition Report By AB3106 HISTORY - 1996 MONUMENTED CADT AB3106 AB3106 STATION DESCRIPTION AB3106 AB3106'DESCRIBED BY CALTRANS 1996 (WHG) AB3106'0.7 MILE (1.1 KM) SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD AB3106'FROM THE STATION IN PASO ROBLES, 103 FEET (31.4 M) SOUTHEAST OF AB3106'RAILROAD MILEPOST NO 217, 23 FEET (7.0 M) EAST OF EAST RAIL OF AB3106'RAILROAD TRACKS, 12.5 FEET (3.8 M) SOUTH OF PIER 4, AT NORTH END OF AB3106'HEADWALL FOR 60 INCH CULVERT, 8.5 FEET (2.6 M) BELOW RAILROAD TRACKS. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AC9285 *********************************************************************** AC9285 DESIGNATION - N 1450 RESET AC9285 PID - AC9285 AC9285 STATE/COUNTY- CA/SAN LUIS OBISPO AC9285 USGS QUAD - TEMPLETON (1979) AC9285 AC9285 *CURRENT SURVEY CONTROL AC9285 ___________________________________________________________________ AC9285* NAD 83(1986)- 35 33 56. (N) 120 42 06. (W) SCALED AC9285* NAVD 88 - 244.65 (meters) 802.7 (feet) RESET AC9285 ___________________________________________________________________ AC9285 GEOID HEIGHT- -34.11 (meters) GEOID99 AC9285 AC9285 VERT ORDER - THIRD AC9285 AC9285.The horizontal coordinates were scaled from a topographic map and have AC9285.an estimated accuracy of +/- 6 seconds. AC9285 AC9285.The orthometric height was computed from unverified reset data. AC9285 AC9285.The geoid height was determined by GEOID99. AC9285 AC9285; North East Units Estimated Accuracy AC9285;SPC CA 5 - 732,420. 1,755,100. MT (+/- 180 meters Scaled) AC9285 AC9285 SUPERSEDED SURVEY CONTROL AC9285 AC9285.No superseded survey control is available for this station. AC9285 AC9285_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE082381(NAD 83) AC9285_MARKER: DV = VERTICAL CONTROL DISK AC9285_SETTING: 31 = BRIDGE SIDEWALK AC9285_STAMPING: N 1450 RESET 1996 AC9285_MARK LOGO: NGS AC9285_MAGNETIC: N = NO MAGNETIC MATERIAL AC9285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC9285 AC9285 HISTORY - Date Condition Report By AC9285 HISTORY - 1996 MONUMENTED CADT AC9285 AC9285 STATION DESCRIPTION AC9285 AC9285'DESCRIBED BY CALTRANS 1996 (ES) AC9285'8.8 KM (5.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION AC9285'OF STATE HIGHWAY 46 IN PASO ROBES ON BRIDGE SOUTHEAST END OF SOUTH AC9285'BRIDGE SIDEWALK 30.0 FEET (9.1 M) EAST OF D. I., 19.2 FEET (5.9 M) AC9285'SOUTH OF CENTERLINE MAIN OVER CROSSING, 13.27 FEET (4.04 M) WEST OF AC9285'SOUTHEAST END OF BRIDGE RAIL, 4.14 FEET (1.26 M) SOUTH OF FRONT LINE AC9285'CRUB, 0.85 FEET (25.91 CM) NORTH OF BACK OF SIDEWALK BRIDGE, 1.0 FOOT AC9285'(0.3 M) ABOVE MAIN ST OVER CROSSING ROADWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AB3108 *********************************************************************** AB3108 DESIGNATION - P 1189 RESET AB3108 PID - AB3108 AB3108 STATE/COUNTY- CA/SAN LUIS OBISPO AB3108 USGS QUAD - SAN MIGUEL (1979) AB3108 AB3108 *CURRENT SURVEY CONTROL AB3108 ___________________________________________________________________ AB3108* NAD 83(1986)- 35 46 30. (N) 120 42 40. (W) SCALED AB3108* NAVD 88 - 194.19 (meters) 637.1 (feet) RESET AB3108 ___________________________________________________________________ AB3108 GEOID HEIGHT- -33.94 (meters) GEOID99 AB3108 AB3108 VERT ORDER - THIRD AB3108 AB3108.The horizontal coordinates were scaled from a topographic map and have AB3108.an estimated accuracy of +/- 6 seconds. AB3108 AB3108.The orthometric height was computed from unverified reset data. AB3108 AB3108.The geoid height was determined by GEOID99. AB3108 AB3108; North East Units Estimated Accuracy AB3108;SPC CA 5 - 755,680. 1,754,870. MT (+/- 180 meters Scaled) AB3108 AB3108 SUPERSEDED SURVEY CONTROL AB3108 AB3108.No superseded survey control is available for this station. AB3108 AB3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE068614(NAD 83) AB3108_MARKER: DV = VERTICAL CONTROL DISK AB3108_SETTING: 35 = BRIDGE DECK AB3108_STAMPING: P 1189 RESET 1995 AB3108_MARK LOGO: NGS AB3108_MAGNETIC: N = NO MAGNETIC MATERIAL AB3108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB3108+STABILITY: SURFACE MOTION AB3108 AB3108 HISTORY - Date Condition Report By AB3108 HISTORY - 1996 MONUMENTED CADT AB3108 AB3108 STATION DESCRIPTION AB3108 AB3108'DESCRIBED BY CALTRANS 1996 (WHG) AB3108'9.1 MILES (14.6 KM) SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY AB3108'RAILROAD FROM THE SIDING SIGN IN BRADLEY, IN R12E T25S SEC 8, NEAR AB3108'MILEPOLE 205, SOUTHEAST CORNER OF NORTHBOUND BRIDGE, 22 FEET (6.7 M) AB3108'NORTH OF BEGINING OF BRIDGE RAIL, 18.5 FEET (5.6 M) EAST OF CENTERLINE AB3108'OF NORTHBOUND LANES, 1.5 FEET (0.5 M) WEST OF BRIDGE RAIL, 0.5 FOOT AB3108'(15.2 CM) NORTH OF BEGINING BRIDGE DECK, FLUSH WITH HIGHWAY 101. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9725 *********************************************************************** AA9725 DESIGNATION - P 1210 RESET AA9725 PID - AA9725 AA9725 STATE/COUNTY- CA/SAN LUIS OBISPO AA9725 USGS QUAD - PASO ROBLES (1979) AA9725 AA9725 *CURRENT SURVEY CONTROL AA9725 ___________________________________________________________________ AA9725* NAD 83(1986)- 35 38 39. (N) 120 40 45. (W) SCALED AA9725* NAVD 88 - 218.16 (meters) 715.7 (feet) RESET AA9725 ___________________________________________________________________ AA9725 GEOID HEIGHT- -34.05 (meters) GEOID99 AA9725 AA9725 VERT ORDER - THIRD AA9725 AA9725.The horizontal coordinates were scaled from a topographic map and have AA9725.an estimated accuracy of +/- 6 seconds. AA9725 AA9725.The orthometric height was computed from unverified reset data. AA9725 AA9725.The geoid height was determined by GEOID99. AA9725 AA9725; North East Units Estimated Accuracy AA9725;SPC CA 5 - 741,090. 1,757,370. MT (+/- 180 meters Scaled) AA9725 AA9725 SUPERSEDED SURVEY CONTROL AA9725 AA9725.No superseded survey control is available for this station. AA9725 AA9725_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE101469(NAD 83) AA9725_MARKER: DV = VERTICAL CONTROL DISK AA9725_SETTING: 36 = BRIDGE CURB AA9725_STAMPING: P 1210 RESET 1991 AA9725_MARK LOGO: NGS AA9725_MAGNETIC: N = NO MAGNETIC MATERIAL AA9725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA9725 AA9725 HISTORY - Date Condition Report By AA9725 HISTORY - 1991 MONUMENTED NGS AA9725 AA9725 STATION DESCRIPTION AA9725 AA9725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 AA9725'0.2 MILES (0.3 KM) EAST ALONG STATE HIGHWAY 46 FROM US HIGHWAY 101 AA9725'OVERPASS AT PASO ROBLES, ON THE EAST END OF BRIDGE OVER SALINAS RIVER AA9725'HIGHWAY 46 EAST, SET AT THE SOUTHEASTERLY END OF BRIDGE, 1.0 FOOT (0.3 AA9725'M) EAST OF EXPANSION JOINT AND 1.0 FOOT (0.3 M) NORTHEASTERLY FROM AA9725'BASE OF BARRIER RAIL ON BRIDGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FV0444 *********************************************************************** FV0444 DESIGNATION - Q 65 RESET 1959 FV0444 PID - FV0444 FV0444 STATE/COUNTY- CA/SAN LUIS OBISPO FV0444 USGS QUAD - OCEANO (1994) FV0444 FV0444 *CURRENT SURVEY CONTROL FV0444 ___________________________________________________________________ FV0444* NAD 83(1986)- 35 04 41. (N) 120 32 33. (W) SCALED FV0444* NAVD 88 - 62.49 (+/-2cm) 205.0 (feet) VERTCON FV0444 ___________________________________________________________________ FV0444 GEOID HEIGHT- -35.10 (meters) GEOID99 FV0444 FV0444 VERT ORDER - THIRD (See Below) FV0444 FV0444.The horizontal coordinates were scaled from a topographic map and have FV0444.an estimated accuracy of +/- 6 seconds. FV0444 FV0444.The NAVD 88 height was computed by applying the VERTCON shift value to FV0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FV0444.The vertical order pertains to the superseded datum. FV0444 FV0444.The geoid height was determined by GEOID99. FV0444 FV0444; North East Units Estimated Accuracy FV0444;SPC CA 5 - 677,980. 1,768,160. MT (+/- 180 meters Scaled) FV0444 FV0444 SUPERSEDED SURVEY CONTROL FV0444 FV0444 NGVD 29 - 61.63 (m) 202.2 (f) RESET 3 FV0444 FV0444.Superseded values are not recommended for survey control. FV0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV0444.See file dsdata.txt to determine how the superseded data were derived. FV0444 FV0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD240844(NAD 83) FV0444_MARKER: DB = BENCH MARK DISK FV0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV0444_STAMPING: Q 65 RESET 1959 FV0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV0444+STABILITY: SURFACE MOTION FV0444 FV0444 HISTORY - Date Condition Report By FV0444 HISTORY - 1959 MONUMENTED CADH FV0444 HISTORY - 1959 GOOD NGS FV0444 HISTORY - 19901015 GOOD USGS FV0444 FV0444 STATION DESCRIPTION FV0444 FV0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 FV0444'AT BERROS. FV0444'THE MARK IS A 10 INCH DIAMETER CONCRETE MONUMENT, 3300 FEET FV0444'SOUTHEASTERLY FROM THE LOS BERROS STORE NEAR THE INTERSECTION OF FV0444'LOS BERROS ROAD AND NIPOMO AVE, 29 FEET WESTERLY OF THE FV0444'CENTERLINE OF LOS BERROS ROAD, 49 FEET NORTHWESTERLY OF THE FV0444'CENTERLINE OF NIPOMO AVE, 4 INCH X 4 INCH MONUMENT MARKER IN FV0444'PLACE. FV0444 FV0444 STATION RECOVERY (1990) FV0444 FV0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (JS) FV0444'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AJ8710 *********************************************************************** AJ8710 DESIGNATION - Q 694 RESET AJ8710 PID - AJ8710 AJ8710 STATE/COUNTY- CA/SAN LUIS OBISPO AJ8710 USGS QUAD - BURRO MOUNTAIN (1972) AJ8710 AJ8710 *CURRENT SURVEY CONTROL AJ8710 ___________________________________________________________________ AJ8710* NAD 83(1986)- 35 45 53. (N) 121 19 09. (W) SCALED AJ8710* NAVD 88 - 10.13 (meters) 33.2 (feet) RESET AJ8710 ___________________________________________________________________ AJ8710 GEOID HEIGHT- -34.34 (meters) GEOID99 AJ8710 AJ8710 VERT ORDER - THIRD AJ8710 AJ8710.The horizontal coordinates were scaled from a topographic map and have AJ8710.an estimated accuracy of +/- 6 seconds. AJ8710 AJ8710.The orthometric height was computed from unverified reset data. AJ8710.No vertical observational check was made to the station. AJ8710 AJ8710.The geoid height was determined by GEOID99. AJ8710 AJ8710; North East Units Estimated Accuracy AJ8710;SPC CA 5 - 756,190. 1,699,880. MT (+/- 180 meters Scaled) AJ8710 AJ8710 SUPERSEDED SURVEY CONTROL AJ8710 AJ8710.No superseded survey control is available for this station. AJ8710 AJ8710_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE519591(NAD 83) AJ8710_MARKER: DV = VERTICAL CONTROL DISK AJ8710_SETTING: 35 = BRIDGE DECK AJ8710_STAMPING: Q 694 RESET 1998 AJ8710_MARK LOGO: NGS AJ8710_MAGNETIC: N = NO MAGNETIC MATERIAL AJ8710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ8710+STABILITY: SURFACE MOTION AJ8710 AJ8710 HISTORY - Date Condition Report By AJ8710 HISTORY - 1998 MONUMENTED CADT AJ8710 AJ8710 STATION DESCRIPTION AJ8710 AJ8710'DESCRIBED BY CALTRANS 1998 AJ8710'13.4 MILES (21.6 KM) NORTHWEST ALONG STATE HIGHWAY FROM THE BRIDGE AJ8710'OVER ARROYO DEL PUERTO AT SAN SIMEON, AT BRIDGE NO 49-55 OVER SAN AJ8710'CARPOFORO BRIDGE. 1.20 EAST OF NB ETW, 1.30 WEST OF BTM BR RAIL, 17.0 AJ8710'SOUTH OF NE END BR RAIL, 1.70 SOUTH OF BRIDGE DECK AT A.C. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AC9282 *********************************************************************** AC9282 DESIGNATION - R 1450 RESET AC9282 PID - AC9282 AC9282 STATE/COUNTY- CA/SAN LUIS OBISPO AC9282 USGS QUAD - TEMPLETON (1979) AC9282 AC9282 *CURRENT SURVEY CONTROL AC9282 ___________________________________________________________________ AC9282* NAD 83(1986)- 35 32 34. (N) 120 42 57. (W) SCALED AC9282* NAVD 88 - 262.69 (meters) 861.8 (feet) RESET AC9282 ___________________________________________________________________ AC9282 GEOID HEIGHT- -34.13 (meters) GEOID99 AC9282 AC9282 VERT ORDER - THIRD AC9282 AC9282.The horizontal coordinates were scaled from a topographic map and have AC9282.an estimated accuracy of +/- 6 seconds. AC9282 AC9282.The orthometric height was computed from unverified reset data. AC9282 AC9282.The geoid height was determined by GEOID99. AC9282 AC9282; North East Units Estimated Accuracy AC9282;SPC CA 5 - 729,930. 1,753,750. MT (+/- 180 meters Scaled) AC9282 AC9282 SUPERSEDED SURVEY CONTROL AC9282 AC9282.No superseded survey control is available for this station. AC9282 AC9282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE070356(NAD 83) AC9282_MARKER: DV = VERTICAL CONTROL DISK AC9282_SETTING: 31 = BRIDGE SIDEWALK AC9282_STAMPING: R 1450 RESET 1996 AC9282_MARK LOGO: NGS AC9282_MAGNETIC: N = NO MAGNETIC MATERIAL AC9282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC9282 AC9282 HISTORY - Date Condition Report By AC9282 HISTORY - 1996 MONUMENTED CADT AC9282 AC9282 STATION DESCRIPTION AC9282 AC9282'DESCRIBED BY CALTRANS 1996 (ES) AC9282'8.0 KM (4.95 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION AC9282'OF MORRO AVENUE IN ANASCADERO NORTHWEST END OF NORTH BRIDGE SIDEWALK AC9282'ON BRIDGE SET IN NORTH SIDEWALK OF VINEYARD OVERCROSSING, 18.35 FEET AC9282'(5.59 M) NORTH OF CENTERLINE VINEYARD ROAD OVERCROSSING, 15.35 FEET AC9282'(4.68 M) EAST OF NORTHWEST END OF BRIDGE, 3.35 FEET (1.02 M) NORTH OF AC9282'FRONT LINE CRUB, 1.65 FEET (0.50 M) SOUTH OF BRIDGE BACK OF SIDEWALK, AC9282'1 FOOT (0.3 M) ABOVE ROADWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AC9281 *********************************************************************** AC9281 DESIGNATION - S 1450 RESET AC9281 PID - AC9281 AC9281 STATE/COUNTY- CA/SAN LUIS OBISPO AC9281 USGS QUAD - TEMPLETON (1979) AC9281 AC9281 *CURRENT SURVEY CONTROL AC9281 ___________________________________________________________________ AC9281* NAD 83(1986)- 35 31 35. (N) 120 42 22. (W) SCALED AC9281* NAVD 88 - 245.50 (meters) 805.4 (feet) RESET AC9281 ___________________________________________________________________ AC9281 GEOID HEIGHT- -34.13 (meters) GEOID99 AC9281 AC9281 VERT ORDER - THIRD AC9281 AC9281.The horizontal coordinates were scaled from a topographic map and have AC9281.an estimated accuracy of +/- 6 seconds. AC9281 AC9281.The orthometric height was computed from unverified reset data. AC9281 AC9281.The geoid height was determined by GEOID99. AC9281 AC9281; North East Units Estimated Accuracy AC9281;SPC CA 5 - 728,090. 1,754,580. MT (+/- 180 meters Scaled) AC9281 AC9281 SUPERSEDED SURVEY CONTROL AC9281 AC9281.No superseded survey control is available for this station. AC9281 AC9281_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE079338(NAD 83) AC9281_MARKER: DV = VERTICAL CONTROL DISK AC9281_SETTING: 31 = BRIDGE SIDEWALK AC9281_STAMPING: S 1450 RESET 1996 AC9281_MARK LOGO: NGS AC9281_MAGNETIC: N = NO MAGNETIC MATERIAL AC9281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC9281 AC9281 HISTORY - Date Condition Report By AC9281 HISTORY - 1996 MONUMENTED CADT AC9281 AC9281 STATION DESCRIPTION AC9281 AC9281'DESCRIBED BY CALTRANS 1996 (ES) AC9281'5.9 KM (3.65 MI) NORTHERLY ALONG U. S. HIGHWAY 101 FROM THE JUNCTION AC9281'OF MORRO AVENUE IN ANASCADERO ON BRIDGE SOUTHWEST END ON BRIDGE AC9281'SIDEWALK SET 3.5 INCH BRASS DISK IN SOUTHWESTLY SIDEWALK OF SAN RAMON AC9281'OVER CROSSING, 1.5 FEET (0.5 M) NORTHERLY OF SOUTH EDGE SIDEWALK, 3.5 AC9281'FEET (1.1 M) SOUTHERLY OF FRONT LINE CURB, 18.5 FEET (5.6 M) SOUTHERLY AC9281'OF CENTERLINE SAN RAMON, 16.8 FEET (5.1 M) EASTERLY OF SOUTHWEST OF AC9281'SAN RAMON OVER CROSSING, 1.0 FOOT (0.3 M) ABOVE ROADWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FV0422 *********************************************************************** FV0422 DESIGNATION - S 532 RESET FV0422 PID - FV0422 FV0422 STATE/COUNTY- CA/SAN LUIS OBISPO FV0422 USGS QUAD - OCEANO (1994) FV0422 FV0422 *CURRENT SURVEY CONTROL FV0422 ___________________________________________________________________ FV0422* NAD 83(1986)- 35 06 16. (N) 120 37 13. (W) SCALED FV0422* NAVD 88 - 18.52 (+/-2cm) 60.8 (feet) VERTCON FV0422 ___________________________________________________________________ FV0422 GEOID HEIGHT- -35.17 (meters) GEOID99 FV0422 FV0422 VERT ORDER - THIRD (See Below) FV0422 FV0422.The horizontal coordinates were scaled from a topographic map and have FV0422.an estimated accuracy of +/- 6 seconds. FV0422 FV0422.The NAVD 88 height was computed by applying the VERTCON shift value to FV0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FV0422.The vertical order pertains to the superseded datum. FV0422 FV0422.The geoid height was determined by GEOID99. FV0422 FV0422; North East Units Estimated Accuracy FV0422;SPC CA 5 - 681,090. 1,761,150. MT (+/- 180 meters Scaled) FV0422 FV0422 SUPERSEDED SURVEY CONTROL FV0422 FV0422 NGVD 29 - 17.66 (m) 57.9 (f) RESET 3 FV0422 FV0422.Superseded values are not recommended for survey control. FV0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV0422.See file dsdata.txt to determine how the superseded data were derived. FV0422 FV0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD168872(NAD 83) FV0422_MARKER: DB = BENCH MARK DISK FV0422_SETTING: 30 = PAVEMENT FV0422_STAMPING: S 532 RESET 1963 FV0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FV0422 FV0422 HISTORY - Date Condition Report By FV0422 HISTORY - 1963 MONUMENTED CADH FV0422 HISTORY - 1964 GOOD NGS FV0422 HISTORY - 19890217 MARK NOT FOUND NGS FV0422 FV0422 STATION DESCRIPTION FV0422 FV0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 FV0422'0.4 MI NW FROM OCEANO. FV0422'0.4 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM THE CENTER OF FV0422'OCEANO, IN THE NORTH CORNER OF STATE HIGHWAY BRIDGE 49-12. FV0422'(THIS BRIDGE IS CALLED THE OCEANO OVERHEAD AND CARRIES THE FV0422'HIGHWAY 1 TRAFFIC OVER THE SOUTHERN PACIFIC COMPANY RAILROAD.) FV0422'SET IN THE PAVEMENT ABOUT 18 FT NORTHEAST OF THE CENTERLINE OF FV0422'THE HIGHWAY. FV0422 FV0422 STATION RECOVERY (1989) FV0422 FV0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 FV0422'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FV0722 *********************************************************************** FV0722 DESIGNATION - SHELL CADT FV0722 PID - FV0722 FV0722 STATE/COUNTY- CA/SAN LUIS OBISPO FV0722 USGS QUAD - PISMO BEACH (1994) FV0722 FV0722 *CURRENT SURVEY CONTROL FV0722 ___________________________________________________________________ FV0722* NAD 83(1986)- 35 09 38. (N) 120 40 43. (W) SCALED FV0722* NAVD 88 - 35.07 (meters) 115.1 (feet) RESET FV0722 ___________________________________________________________________ FV0722 GEOID HEIGHT- -35.11 (meters) GEOID99 FV0722 FV0722 VERT ORDER - THIRD FV0722 FV0722.The horizontal coordinates were scaled from a topographic map and have FV0722.an estimated accuracy of +/- 6 seconds. FV0722 FV0722.The orthometric height was computed from unverified reset data. FV0722.No vertical observational check was made to the station. FV0722 FV0722.The geoid height was determined by GEOID99. FV0722 FV0722; North East Units Estimated Accuracy FV0722;SPC CA 5 - 687,450. 1,756,000. MT (+/- 180 meters Scaled) FV0722 FV0722 SUPERSEDED SURVEY CONTROL FV0722 FV0722 NGVD 29 - 34.19 (m) 112.2 (f) RESET 3 FV0722 FV0722.Superseded values are not recommended for survey control. FV0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV0722.See file dsdata.txt to determine how the superseded data were derived. FV0722 FV0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD114933(NAD 83) FV0722_MARKER: DD = SURVEY DISK FV0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV0722_STAMPING: SHELL 1974 FV0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV0722+STABILITY: SURFACE MOTION FV0722 FV0722 HISTORY - Date Condition Report By FV0722 HISTORY - 1974 MONUMENTED CADT FV0722 HISTORY - 1975 GOOD CADT FV0722 FV0722 STATION DESCRIPTION FV0722 FV0722'DESCRIBED BY CALTRANS 1975 FV0722'AT PISMO BEACH. FV0722'ABOUT 1.1 MILES WEST OF THE U.S. POST OFFICE AT PISMO BEACH FV0722'(THE SHELL BEACH SUBSTATION), IN THE SOUTHEAST QUADRANT OF THE FV0722'INTERCHANGE WITH STATE HIGHWAY 101 AND AT MILEPOST 19.8, 11 FEET FV0722'SOUTH OF THE CENTER LINE OF THE RAMP, 27.78 FEET WSW OF RM 2, FV0722'23.6 FEET S OF RM 1 AND SET IN THE TOP OF A CONCRETE POST FLUSH FV0722'WITH THE GROUND. NOTE-- RMS 1 AND 2 ARE SET IN THE CONCRETE FV0722'CURB ON THE NORTH SIDE OF THE RAMP. THEY WERE NOT LEVELED TO. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FV1045 *********************************************************************** FV1045 DESIGNATION - SIMMLER 2 FV1045 PID - FV1045 FV1045 STATE/COUNTY- CA/SAN LUIS OBISPO FV1045 USGS QUAD - CALIFORNIA VALLEY (1966) FV1045 FV1045 *CURRENT SURVEY CONTROL FV1045 ___________________________________________________________________ FV1045* NAD 83(1992)- 35 21 05.89095(N) 120 00 18.55106(W) ADJUSTED FV1045* NAVD 88 - 611.96 (+/-2cm) 2007.7 (feet) VERTCON FV1045 ___________________________________________________________________ FV1045 EPOCH DATE - 1991.35 FV1045 LAPLACE CORR- -0.21 (seconds) DEFLEC99 FV1045 GEOID HEIGHT- -33.76 (meters) GEOID99 FV1045 FV1045 HORZ ORDER - THIRD FV1045 VERT ORDER - THIRD (See Below) FV1045 FV1045.The horizontal coordinates were established by classical geodetic methods FV1045.and adjusted by the National Geodetic Survey in June 1996. FV1045.No horizontal observational check was made to the station. FV1045.The horizontal coordinates are valid at the epoch date displayed above. FV1045.The epoch date for horizontal control is a decimal equivalence FV1045.of Year/Month/Day. FV1045 FV1045.The NAVD 88 height was computed by applying the VERTCON shift value to FV1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FV1045.The vertical order pertains to the superseded datum. FV1045 FV1045.The Laplace correction was computed from DEFLEC99 derived deflections. FV1045 FV1045.The geoid height was determined by GEOID99. FV1045 FV1045; North East Units Scale Converg. FV1045;SPC CA 5 - 707,216.233 1,817,756.054 MT 0.99997695 -1 08 34.7 FV1045;SPC CA 5 - 2,320,258.59 5,963,754.65 sFT 0.99997695 -1 08 34.7 FV1045;UTM 10 - 3,916,156.885 772,151.768 MT 1.00051287 +1 44 01.9 FV1045;UTM 11 - 3,916,185.292 226,911.393 MT 1.00051917 -1 44 23.4 FV1045 FV1045: Primary Azimuth Mark Grid Az FV1045:SPC CA 5 - SIMMLER 2 AZ MK 093 40 59.6 FV1045:UTM 10 - SIMMLER 2 AZ MK 090 48 23.0 FV1045:UTM 11 - SIMMLER 2 AZ MK 094 16 48.3 FV1045 FV1045|---------------------------------------------------------------------| FV1045| PID Reference Object Distance Geod. Az | FV1045| dddmmss.s | FV1045| FU1269 SIMMLER 2 AZ MK APPROX. 0.7 KM 0923224.9 | FV1045| FV1046 SIMMLER 2 RM 1 11400 | FV1045| FV1044 SIMMLER 13.338 METERS 17538 | FV1045| FV1048 SIMMLER ECC CADWR 25.344 METERS 31912 | FV1045| FV1047 SIMMLER 2 RM 2 11.426 METERS 34340 | FV1045|---------------------------------------------------------------------| FV1045 FV1045 SUPERSEDED SURVEY CONTROL FV1045 FV1045 NAD 83(1986)- 35 21 05.89199(N) 120 00 18.54048(W) AD(1984.00) 3 FV1045 NAD 27 - 35 21 06.01151(N) 120 00 15.07345(W) AD( ) 3 FV1045 NGVD 29 - 611.08 (m) 2004.9 (f) RESET 3 FV1045 FV1045.Superseded values are not recommended for survey control. FV1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1045.See file dsdata.txt to determine how the superseded data were derived. FV1045 FV1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE7215216157(NAD 83) FV1045_MARKER: DS = TRIANGULATION STATION DISK FV1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV1045_STAMPING: SIMMLER 2 1972 FV1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV1045+STABILITY: SURFACE MOTION FV1045 FV1045 HISTORY - Date Condition Report By FV1045 HISTORY - 1972 MONUMENTED NGS FV1045 HISTORY - 1972 GOOD NGS FV1045 HISTORY - 1977 GOOD NGS FV1045 FV1045 STATION DESCRIPTION FV1045 FV1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS) FV1045'THE STATION IS ABOUT 28 MILES WEST OF MC KITTRICK, 1.8 MILES FV1045'NORTH OF CALIFORNIA VALLEY STORE, RESTRAUNT AND GAS STATION, FV1045'0.5 MILE WEST OF THE SIMMLER, CALIFORNIA DIVISION OF HIGHWAYS FV1045'MAINTENANCE FACILITY AND IN THE NORTHEAST QUADRANT OF THE FV1045'CROSSROAD INTERSECTION OF STATE HIGHWAY 58 AND A NORTH-SOUTH FV1045'BLACK TOPPED ROAD. FV1045' FV1045'TO REACH THE STATION FROM THE CALIFORNIA HIGHWAY MAINTENANCE FV1045'STATION AT SIMMLER, DRIVE WEST ON STATE HIGHWAY 58 FOR 0.5 MILE FV1045'TO A CROSSROAD AND THE STATION ON THE RIGHT AS DESCRIBED. FV1045' FV1045'THE STATION IS MARKED, SURFACE AND UNDERGROUND, BY STANDARD FV1045'C AND GS TRIANGULATION STATION DISKS SET IN CONCRETE. THE FV1045'DISKS ARE BOTH STAMPED SIMMLER 2 1972. THE SURFACE DISK IS FV1045'SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS 12 INCHES FV1045'IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE. FV1045'IT IS 59.7 FEET NORTH OF THE CENTER OF THE HIGHWAY, 35.0 FEET FV1045'EAST OF THE CENTER OF THE BLACK TOPPED NORTH-SOUTH ROAD, 11.0 FV1045'FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, 5.0 FEET WEST OF A FV1045'FIELD FENCE AND 4.3 FEET NORTH OF A METAL WITNESS POST WITH FV1045'SIGN ATTACHED. FV1045' FV1045'REFERENCE MARK 1, A STANDARD C AND GS REFERENCE DISK STAMPED FV1045'SIMMLER 2 NO. 1 1972, IS SET IN THE TOP OF A 12 INCHES IN FV1045'DIAMETER CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND FV1045'SURFACE. IT IS 69.0 FEET EAST OF THE NORTH-SOUTH BLACKTOPPED FV1045'ROAD, 45.0 FEET NORTH OF THE CENTER OF HIGHWAY 58 AND 1.0 FV1045'FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE. FV1045' FV1045'REFERENCE MARK 2, A STANDARD C AND GS REFERENCE DISK STAMPED FV1045'SIMMLER 2 NO. 2 1972, IS SET IN THE TOP OF A 12 INCHES IN FV1045'DIAMETER CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND FV1045'SURFACE. IT IS 96.0 FEET NORTH OF THE CENTER OF HIGHWAY 58, FV1045'21.5 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD AND FV1045'0.5 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE OF THE ROAD. FV1045' FV1045'SIMMLER ECC. IS A STANDARD CALIFORNIA DEPARTMENT OF WATER FV1045'RESOURCES STATION MARK, STAMPED SIMMLER ECC. 1962, SET IN FV1045'THE TOP OF A CONCRETE POST THAT IS 8 INCHES SQUARE AT THE FV1045'TOP AND PROJECTS 2 INCHES ABOVE THE GROUND. IT IS 23.0 FEET FV1045'WEST OF THE CENTER OF THE ROAD, 115 FEET NORTH OF THE HIGHWAY FV1045'AND 4.0 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE. FV1045' FV1045'THE AZIMUTH MARK IS A STANDARD C AND GS AZIMUTH DISK, STAMPED FV1045'SIMMLER 2 1972, SET IN THE TOP OF A 12 INCHES IN DIAMETER FV1045'CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. FV1045'IT IS 35.0 FEET WEST OF THE CENTER OF THE EAST ENTRANCE GATE FV1045'INTO THE SAN LUIS OBISPO COUNTY DEPARTMENT OF PUBLIC WORKS FV1045'ROAD DIVISION, MAINTENANCE SECTION 6 HEADQUARTERS, 32.0 FEET FV1045'SOUTH OF THE CENTER OF HIGHWAY 58, 1.4 FEET NORTH OF THE SOUTH FV1045'HIGHWAY RIGHT-OF-WAY FENCE AND 1.4 FEET SOUTH OF A METAL FV1045'WITNESS POST WITH SIGN ATTACHED. FV1045' FV1045'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ON FV1045'STATE HIGHWAY 58 FOR 0.5 MILE TO THE MARK ON THE RIGHT AS FV1045'DESCRIBED ABOVE. FV1045 FV1045 STATION RECOVERY (1972) FV1045 FV1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 FV1045'0.5 MI W FROM SIMMLER. FV1045'0.5 MILE WEST ALONG STATE HIGHWAY 58 FROM THE SIMMLER, CALIFORNIA FV1045'DIVISION OF HIGHWAYS MAINTENANCE HEADQUARTERS, IN THE NORTHEAST FV1045'QUADRANT OF A CROSSROAD INTERSECTION, 59.7 FEET NORTH OF THE FV1045'CENTER OF THE HIGHWAY, 35.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH FV1045'CROSSROAD, 11.0 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE OF THE FV1045'ROAD, 5.0 FEET WEST OF A FIELD FENCE AND 4.3 FEET NORTH OF A METAL FV1045'WITNESS POST WITH SIGN ATTACHED. THE DISK IS SET IN THE TOP OF A FV1045'12 INCHES IN DIAMETER CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE FV1045'GROUND SURFACE. FV1045 FV1045 STATION RECOVERY (1977) FV1045 FV1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 FV1045'0.6 MILE WEST ALONG STATE HIGHWAY 58 FROM THE STATE HIGHWAY FV1045'MAINTENANCE YARD, AT THE JUNCTION OF A ROAD LEADING SOUTH TO FV1045'CALIFORNIA VALLEY, 59 FT. NORTH OF THE CENTER LINE OF THE HIGHWAY, FV1045'33 FT. EAST OF THE CENTER LINE OF A ROAD LEADING NORTH, 19 FT. FV1045'NORTHEAST OF A POWER LINE POLE NUMBER L 51, 10.5 FT. EAST OF A FV1045'NORTH-SOUTH FENCE LINE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FV1046 *********************************************************************** FV1046 DESIGNATION - SIMMLER 2 RM 1 FV1046 PID - FV1046 FV1046 STATE/COUNTY- CA/SAN LUIS OBISPO FV1046 USGS QUAD - CALIFORNIA VALLEY (1966) FV1046 FV1046 *CURRENT SURVEY CONTROL FV1046 ___________________________________________________________________ FV1046* NAD 83(1986)- 35 21 06. (N) 120 00 17. (W) SCALED FV1046* NAVD 88 - 611.93 (+/-2cm) 2007.6 (feet) VERTCON FV1046 ___________________________________________________________________ FV1046 GEOID HEIGHT- -33.76 (meters) GEOID99 FV1046 FV1046 VERT ORDER - THIRD (See Below) FV1046 FV1046.The horizontal coordinates were scaled from a topographic map and have FV1046.an estimated accuracy of +/- 6 seconds. FV1046 FV1046.The NAVD 88 height was computed by applying the VERTCON shift value to FV1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FV1046.The vertical order pertains to the superseded datum. FV1046 FV1046.The geoid height was determined by GEOID99. FV1046 FV1046; North East Units Estimated Accuracy FV1046;SPC CA 5 - 707,220. 1,817,800. MT (+/- 180 meters Scaled) FV1046 FV1046 SUPERSEDED SURVEY CONTROL FV1046 FV1046 NGVD 29 - 611.05 (m) 2004.8 (f) RESET 3 FV1046 FV1046.Superseded values are not recommended for survey control. FV1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1046.See file dsdata.txt to determine how the superseded data were derived. FV1046 FV1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE721161(NAD 83) FV1046_MARKER: DR = REFERENCE MARK DISK FV1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV1046_STAMPING: SIMMLER 2 NO 1 1972 FV1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV1046+STABILITY: SURFACE MOTION FV1046 FV1046 HISTORY - Date Condition Report By FV1046 HISTORY - 1972 MONUMENTED NGS FV1046 HISTORY - 1977 GOOD NGS FV1046 FV1046 STATION DESCRIPTION FV1046 FV1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 FV1046'0.5 MI W FROM SIMMLER. FV1046'0.5 MILE WEST ALONG STATE HIGHWAY 58 FROM THE SIMMLER, CALIFORNIA FV1046'DIVISION OF HIGHWAYS MAINTENANCE HEADQUARTERS, IN THE NORTHEAST FV1046'QUADRANT OF A CROSSROAD INTERSECTION, 69.0 FEET EAST OF THE FV1046'CENTER OF THE NORTH-SOUTH CROSSROAD, 45.0 FEET NORTH OF THE CENTER FV1046'OF THE HIGHWAY, AND 1.0 FOOT NORTH OF THE NORTH HIGHWAY RIGHT-OF-WAY FV1046'FENCE. THE DISK IS SET IN THE TOP OF A 12 INCHES IN DIAMETER FV1046'CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. FV1046'IT IS 37.34 FEET EAST-SOUTHEAST OF TRIANGULATION STATION SIMMLER FV1046'2 1972. FV1046 FV1046 STATION RECOVERY (1977) FV1046 FV1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 FV1046'0.6 MILE WEST ALONG STATE HIGHWAY 58 FROM THE STATE HIGHWAY FV1046'MAINTENANCE YARD, AT THE JUNCTION OF A ROAD LEADING SOUTH TO FV1046'CALIFORNIA VALLEY, IN AN EAST-WEST FENCE LINE, 44.5 FT. NORTH OF FV1046'THE CENTER LINE OF THE HIGHWAY, 44 FT. EAST OF POWER LINE POLE FV1046'L-51, 35 FT. SOUTHEAST OF TRIANGULATION STATION SIMMLER 2. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FV2063 *********************************************************************** FV2063 DESIGNATION - T 1210 RESET FV2063 PID - FV2063 FV2063 STATE/COUNTY- CA/SAN LUIS OBISPO FV2063 USGS QUAD - PASO ROBLES (1979) FV2063 FV2063 *CURRENT SURVEY CONTROL FV2063 ___________________________________________________________________ FV2063* NAD 83(1986)- 35 38 02. (N) 120 37 42. (W) SCALED FV2063* NAVD 88 - 234.44 (+/-2cm) 769.2 (feet) VERTCON FV2063 ___________________________________________________________________ FV2063 GEOID HEIGHT- -34.07 (meters) GEOID99 FV2063 FV2063 VERT ORDER - THIRD (See Below) FV2063 FV2063.The horizontal coordinates were scaled from a topographic map and have FV2063.an estimated accuracy of +/- 6 seconds. FV2063 FV2063.The NAVD 88 height was computed by applying the VERTCON shift value to FV2063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FV2063.The vertical order pertains to the superseded datum. FV2063 FV2063.The geoid height was determined by GEOID99. FV2063 FV2063; North East Units Estimated Accuracy FV2063;SPC CA 5 - 739,830. 1,761,950. MT (+/- 180 meters Scaled) FV2063 FV2063 SUPERSEDED SURVEY CONTROL FV2063 FV2063 NGVD 29 - 233.49 (m) 766.0 (f) RESET 3 FV2063 FV2063.Superseded values are not recommended for survey control. FV2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2063.See file dsdata.txt to determine how the superseded data were derived. FV2063 FV2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE147459(NAD 83) FV2063_MARKER: DV = VERTICAL CONTROL DISK FV2063_SETTING: 38 = BRIDGE ABUTMENT FV2063_STAMPING: T 1210 RESET 1993 FV2063_MARK LOGO: NGS FV2063_MAGNETIC: N = NO MAGNETIC MATERIAL FV2063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2063 FV2063 HISTORY - Date Condition Report By FV2063 HISTORY - 1993 MONUMENTED CA-079 FV2063 FV2063 STATION DESCRIPTION FV2063 FV2063'DESCRIBED BY SAN LUIS OBISPO COUNTY CALIFORNIA 1993 FV2063'2.05 MILES (3.30 KM) EAST ALONG STATE HIGHWAY 46 FROM THE U.S. HIGHWAY FV2063'101 OVERPASS IN PASO ROBLES, THENCE 1.5 MILES (2.4 KM) SOUTHEAST FV2063'ALONG UNION ROAD, SET IN TOP OF AND 1.7 FEET (0.5 M) EAST OF THE WEST FV2063'EDGE OF THE SOUTH ABUTMENT OF A REINFORCED CONCRETE BRIDGE OVER HUER FV2063'HUERO CREEK ON UNION ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FV2055 *********************************************************************** FV2055 DESIGNATION - T 259 RESET FV2055 PID - FV2055 FV2055 STATE/COUNTY- CA/SAN LUIS OBISPO FV2055 USGS QUAD - PICO CREEK (1979) FV2055 FV2055 *CURRENT SURVEY CONTROL FV2055 ___________________________________________________________________ FV2055* NAD 83(1986)- 35 35 44. (N) 121 07 33. (W) SCALED FV2055* NAVD 88 - 8.50 (meters) 27.9 (feet) RESET FV2055 ___________________________________________________________________ FV2055 GEOID HEIGHT- -34.59 (meters) GEOID99 FV2055 FV2055 VERT ORDER - THIRD FV2055 FV2055.The horizontal coordinates were scaled from a topographic map and have FV2055.an estimated accuracy of +/- 6 seconds. FV2055 FV2055.The orthometric height was computed from unverified reset data. FV2055.No vertical observational check was made to the station. FV2055 FV2055.The geoid height was determined by GEOID99. FV2055 FV2055; North East Units Estimated Accuracy FV2055;SPC CA 5 - 736,870. 1,716,770. MT (+/- 180 meters Scaled) FV2055 FV2055 SUPERSEDED SURVEY CONTROL FV2055 FV2055 NGVD 29 - 7.67 (m) 25.2 (f) RESET 3 FV2055 FV2055.Superseded values are not recommended for survey control. FV2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2055.See file dsdata.txt to determine how the superseded data were derived. FV2055 FV2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE697407(NAD 83) FV2055_MARKER: DV = VERTICAL CONTROL DISK FV2055_SETTING: 36 = BRIDGE FV2055_STAMPING: T 259 RESET 1984 FV2055_MARK LOGO: NGS FV2055_MAGNETIC: N = NO MAGNETIC MATERIAL FV2055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2055 FV2055 HISTORY - Date Condition Report By FV2055 HISTORY - 1984 MONUMENTED LOCENG FV2055 FV2055 STATION DESCRIPTION FV2055 FV2055'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 FV2055'3.8 MILES (6.1 KM) NORTHWEST ALONG STATE HIGHWAY 1 FROM THE BANK OF FV2055'AMERICA BUILDING IN CAMBRIA, ON THE OLD HIGHWAY, AT A CONCRETE BRIDGE FV2055'OVER SAN SIMEON CREEK, IN THE TOP OF THE NORTHWEST CORNER OF BRIDGE, FV2055'2.6 FEET (0.8 M) SOUTH OF THE NORTH END OF THE CURB, AND 1.4 FEET FV2055'(0.4 M) EAST OF THE CURB LINE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FV0418 *********************************************************************** FV0418 DESIGNATION - T 532 FV0418 PID - FV0418 FV0418 STATE/COUNTY- CA/SAN LUIS OBISPO FV0418 USGS QUAD - OCEANO (1994) FV0418 FV0418 *CURRENT SURVEY CONTROL FV0418 ___________________________________________________________________ FV0418* NAD 83(1986)- 35 06 00. (N) 120 36 54. (W) SCALED FV0418* NAVD 88 - 8.052 (meters) 26.42 (feet) ADJUSTED FV0418 ___________________________________________________________________ FV0418 GEOID HEIGHT- -35.17 (meters) GEOID99 FV0418 DYNAMIC HT - 8.044 (meters) 26.39 (feet) COMP FV0418 MODELED GRAV- 979,723.3 (mgal) NAVD 88 FV0418 FV0418 VERT ORDER - FIRST CLASS I FV0418 FV0418.The horizontal coordinates were scaled from a topographic map and have FV0418.an estimated accuracy of +/- 6 seconds. FV0418 FV0418.The orthometric height was determined by differential leveling FV0418.and adjusted by the National Geodetic Survey in June 1991. FV0418 FV0418.The geoid height was determined by GEOID99. FV0418 FV0418.The dynamic height is computed by dividing the NAVD 88 FV0418.geopotential number by the normal gravity value computed on the FV0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV0418.degrees latitude (g = 980.6199 gals.). FV0418 FV0418.The modeled gravity was interpolated from observed gravity values. FV0418 FV0418; North East Units Estimated Accuracy FV0418;SPC CA 5 - 680,580. 1,761,610. MT (+/- 180 meters Scaled) FV0418 FV0418 SUPERSEDED SURVEY CONTROL FV0418 FV0418 NGVD 29 - 7.197 (m) 23.61 (f) ADJ UNCH 1 1 FV0418 FV0418.Superseded values are not recommended for survey control. FV0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV0418.See file dsdata.txt to determine how the superseded data were derived. FV0418 FV0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD173867(NAD 83) FV0418_MARKER: DB = BENCH MARK DISK FV0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV0418_STAMPING: T 532 1956 FV0418_MARK LOGO: CGS FV0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV0418+STABILITY: SURFACE MOTION FV0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV0418+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1989 FV0418 FV0418 HISTORY - Date Condition Report By FV0418 HISTORY - 1956 MONUMENTED CGS FV0418 HISTORY - 1961 GOOD NGS FV0418 HISTORY - 1977 GOOD NGS FV0418 HISTORY - 19890210 GOOD NGS FV0418 HISTORY - 19901015 GOOD USGS FV0418 HISTORY - 20000228 MARK NOT FOUND USPSQD FV0418 HISTORY - 20021105 POOR CADH FV0418 FV0418 STATION DESCRIPTION FV0418 FV0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 FV0418'AT OCEANO. FV0418'AT OCEANO, AT THE OCEANO SOUTHERN PACIFIC COMPANY RAILROAD FV0418'STATION YARD, 96.1 FEET WEST OF AND ACROSS THE MAIN TRACK FROM FV0418'THE WEST CORNER OF THE RAILROAD STATION BUILDING, 22.9 FEET FV0418'NORTHEAST OF THE NORTHEAST RAIL OF A SIDE TRACK, 13.1 FEET FV0418'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 11 FEET FV0418'NORTHWEST OF THE NORTHWEST EDGE OF A PAVED HAND-CAR SETOFF, FV0418'6.6 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A SIGNAL BATTERY BOX, FV0418'ABOUT 1/2 FOOT LOWER THAN THE TOP OF THE RAIL, AND SET IN THE TOP FV0418'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. FV0418 FV0418 STATION RECOVERY (1961) FV0418 FV0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961 FV0418'RECOVERED IN GOOD CONDITION. FV0418 FV0418 STATION RECOVERY (1977) FV0418 FV0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 FV0418'RECOVERED IN GOOD CONDITION. FV0418 FV0418 STATION RECOVERY (1989) FV0418 FV0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 FV0418'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 0.5 KM FV0418'(0.30 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE FV0418'JUNCTION OF STATE HIGHWAYY 1 IN OCEANO, 170.0 M (557.7 FT) NORTHWEST FV0418'OF THE CENTER OF BEACH STREET, 46.9 M (153.9 FT) SOUTHWEST OF A 1.5 FV0418'BY 2.0 FOOT ELECTRIC BOX, 20.2 M (66.3 FT) EAST OF THE EAST CORNER OF FV0418'THE PISMO OCEANO VEGETABLE EXCHANGE, 7.0 M (23.0 FT) NORTHEAST OF THE FV0418'NEAR RAIL OF A SIDE TRACK, 4.0 M (13.1 FT) SOUTHWEST OF THE NEAR RAIL FV0418'OF THE MAIN TRACK, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE MAIN TRACK, FV0418'AND IN A CONCRETE POST THAT IS 0.2 M (0.7 FT) ABOVE THE GROUND FV0418'SURFACE. FV0418 FV0418 STATION RECOVERY (1990) FV0418 FV0418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (JS) FV0418'RECOVERED IN GOOD CONDITION. FV0418 FV0418 STATION RECOVERY (2000) FV0418 FV0418'RECOVERY NOTE BY US POWER SQUADRON 2000 FV0418'MARK NOT FOUND. FV0418 FV0418 STATION RECOVERY (2002) FV0418 FV0418'RECOVERY NOTE BY CA DIV OF HIGHWAYS 2002 (GAS) FV0418'FOUND BRASS DISK WITH TOP 1/4 OF BRASS MISSING, ACROSS HWY AND R/R FV0418'TRACKS FROM 1757 FRONT ST, 3.99 M SW OF SW RAIL OF MAIN TRACK, 3.5 M W FV0418'OF SIGN POST 40-35, 16.2 M S OF SW CORNER OF CHAIN LINK FECNE SW FV0418'ACROSS TRACKS, 20.1 M E OF NE CORNER OF METAL BLDG. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FV2057 *********************************************************************** FV2057 DESIGNATION - T 903 RESET FV2057 PID - FV2057 FV2057 STATE/COUNTY- CA/SAN LUIS OBISPO FV2057 USGS QUAD - SANTA MARGARITA LAKE (1976) FV2057 FV2057 *CURRENT SURVEY CONTROL FV2057 ___________________________________________________________________ FV2057* NAD 83(1986)- 35 17 56. (N) 120 24 14. (W) SCALED FV2057* NAVD 88 - 420.92 (meters) 1381.0 (feet) RESET FV2057 ___________________________________________________________________ FV2057 GEOID HEIGHT- -33.92 (meters) GEOID99 FV2057 FV2057 VERT ORDER - THIRD FV2057 FV2057.The horizontal coordinates were scaled from a topographic map and have FV2057.an estimated accuracy of +/- 6 seconds. FV2057 FV2057.The orthometric height was computed from unverified reset data. FV2057.No vertical observational check was made to the station. FV2057 FV2057.The geoid height was determined by GEOID99. FV2057 FV2057; North East Units Estimated Accuracy FV2057;SPC CA 5 - 702,160. 1,781,380. MT (+/- 180 meters Scaled) FV2057 FV2057 SUPERSEDED SURVEY CONTROL FV2057 FV2057 NGVD 29 - 420.05 (m) 1378.1 (f) RESET 3 FV2057 FV2057.Superseded values are not recommended for survey control. FV2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2057.See file dsdata.txt to determine how the superseded data were derived. FV2057 FV2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE360092(NAD 83) FV2057_MARKER: DV = VERTICAL CONTROL DISK FV2057_SETTING: 38 = BRIDGE ABUTMENT FV2057_STAMPING: T 903 RESET 1988 FV2057_MARK LOGO: NGS FV2057_MAGNETIC: N = NO MAGNETIC MATERIAL FV2057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2057 FV2057 HISTORY - Date Condition Report By FV2057 HISTORY - 1988 MONUMENTED CA-079 FV2057 FV2057 STATION DESCRIPTION FV2057 FV2057'DESCRIBED BY SAN LUIS OBISPO COUNTY CALIFORNIA 1988 FV2057'1.6 MILES (2.6 KM) WEST ALONG SANTA MARGARITA MOUNTAIN ROAD FROM THE FV2057'POZO GUARD STATION IN POSO, IN R15E T30S, IN THE NORTHEAST QUARTER OF FV2057'SECTION 19, AT PIPPIN CORNER, AT THE T JUNCTION OF AN ASPHALT ROAD FV2057'LEADING NORTH (A FORMER ALIGNMENT OF THE PRESENT ROAD), AT CONCRETE FV2057'BRIDGE OVER THE SALINAS RIVER, IN THE TOP OF THE NORTH END OF THE FV2057'CONCRETE RETAINING WALL FOR THE EAST CONCRETE ABUTMENT, 16 1/2 FEET FV2057'NORTH OF THE CENTERLINE OF THE ROAD, AND LEVEL WITH ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI1015 *********************************************************************** AI1015 DESIGNATION - U 259 RESET AI1015 PID - AI1015 AI1015 STATE/COUNTY- CA/SAN LUIS OBISPO AI1015 USGS QUAD - PICO CREEK (1979) AI1015 AI1015 *CURRENT SURVEY CONTROL AI1015 ___________________________________________________________________ AI1015* NAD 83(1986)- 35 36 58. (N) 121 08 53. (W) SCALED AI1015* NAVD 88 - 17.48 (meters) 57.3 (feet) RESET AI1015 ___________________________________________________________________ AI1015 GEOID HEIGHT- -34.55 (meters) GEOID99 AI1015 AI1015 VERT ORDER - THIRD AI1015 AI1015.The horizontal coordinates were scaled from a topographic map and have AI1015.an estimated accuracy of +/- 6 seconds. AI1015 AI1015.The orthometric height was computed from unverified reset data. AI1015.No vertical observational check was made to the station. AI1015 AI1015.The geoid height was determined by GEOID99. AI1015 AI1015; North East Units Estimated Accuracy AI1015;SPC CA 5 - 739,210. 1,714,830. MT (+/- 180 meters Scaled) AI1015 AI1015 SUPERSEDED SURVEY CONTROL AI1015 AI1015.No superseded survey control is available for this station. AI1015 AI1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE677429(NAD 83) AI1015_MARKER: DV = VERTICAL CONTROL DISK AI1015_SETTING: 38 = BRIDGE ABUTMENT AI1015_STAMPING: U 259 RESET 1998 AI1015_MARK LOGO: NGS AI1015_MAGNETIC: N = NO MAGNETIC MATERIAL AI1015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI1015 AI1015 HISTORY - Date Condition Report By AI1015 HISTORY - 1998 MONUMENTED CADT AI1015 AI1015 STATION DESCRIPTION AI1015 AI1015'DESCRIBED BY CALTRANS 1998 (EJS) AI1015'3.1 MILES (5.0 KM) SOUTHEAST ALONG STATE HIGHWAY NO 1 FROM THE BRIDGE AI1015'OVER ARROYO DEL PUERTO AT SAN SIMEUM, AT A CONCRETE BRIDGE OVER PICO AI1015'CREEK, SET FLUSH ON THE WEST END OF THE NORTH ABUTMENT, 8.9 METERS AI1015'(29.2 FT) SOUTH FROM THE NORTHERLY EDGE OF THE NORTH APPROACH SLAB AND AI1015'0.87 METERS (2.85 FT) EAST FROM BASE OF WEST BRIDGE RAIL. 8.915 AI1015'METERS (29.249 FT) SOUTH FROM NORTH EDGE OF NORTH CONCRETE APPROACH AI1015'SLAB TO BRIDGE, 0.870 METERS (2.854 FT) EAST FROM BASE OF WEST BRIDGE AI1015'RAIL, 0.360 METERS (1.181 FT) NORTH FROM THE SOSUTH EDGE OF THE NORTH AI1015'ABUTMENT, 5.25 METERS (17.22 FT) WEST FROM THE DOUBLE YELLOW STRIPE AI1015'PAINTED IN CENTER OF TRAVEL WAY. NEW MARK IS SET IN NORTHWESTERLY AI1015'SIDE OF NEW BRIDGE. NEW MARK IS NORTHEASTERLY 23.3 M (76.4 FT) FROM AI1015'OLD MARK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9702 *********************************************************************** AA9702 DESIGNATION - V 24 RESET AA9702 PID - AA9702 AA9702 STATE/COUNTY- CA/SAN LUIS OBISPO AA9702 USGS QUAD - TEMPLETON (1979) AA9702 AA9702 *CURRENT SURVEY CONTROL AA9702 ___________________________________________________________________ AA9702* NAD 83(1986)- 35 31 48. (N) 120 42 28. (W) SCALED AA9702* NAVD 88 - 238.67 (meters) 783.0 (feet) RESET AA9702 ___________________________________________________________________ AA9702 GEOID HEIGHT- -34.13 (meters) GEOID99 AA9702 AA9702 VERT ORDER - THIRD AA9702 AA9702.The horizontal coordinates were scaled from a topographic map and have AA9702.an estimated accuracy of +/- 6 seconds. AA9702 AA9702.The orthometric height was computed from unverified reset data. AA9702 AA9702.The geoid height was determined by GEOID99. AA9702 AA9702; North East Units Estimated Accuracy AA9702;SPC CA 5 - 728,500. 1,754,440. MT (+/- 180 meters Scaled) AA9702 AA9702 SUPERSEDED SURVEY CONTROL AA9702 AA9702.No superseded survey control is available for this station. AA9702 AA9702_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE078342(NAD 83) AA9702_MARKER: DD = SURVEY DISK AA9702_SETTING: 36 = BRIDGE WALL AA9702_STAMPING: V 24 RESET 1993 AA9702_MARK LOGO: CADT AA9702_MAGNETIC: N = NO MAGNETIC MATERIAL AA9702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA9702 AA9702 HISTORY - Date Condition Report By AA9702 HISTORY - 1994 MONUMENTED CADT AA9702 AA9702 STATION DESCRIPTION AA9702 AA9702'DESCRIBED BY CALTRANS 1994 (AL) AA9702'1.45 MILES (2.33 KM) SOUTHWEST ALONG SOUTHERN PACIFIC COMPANY RAILROAD AA9702'FROM SIDING SIGN IN TEMPLETON, ALONG US HIGHWAY 101, DIRECTLY OPPOSITE AA9702'RAILROAD BRIDGE 223.15, 1.0 FEET (0.3 M) SOUTHERLY OF THE NORTH END OF AA9702'THE EASTERLY BRIDGE WALL ON THE EASTERLY SIDE OF NORTH BOUND 101. AA9702'52.0 FEET (15.8 M) EAST OF THE WESTERLY RAIL OF THE RAILROAD TRACKS, AA9702'31.6 FEET (9.6 M) SOUTHERLY OF POWER POLE WITH UNDERGROUND AND AA9702'OVERHEAD UTILITY LINES ATTACHED. 22.2 FEET (6.8 M) NORTH OF EXPANSION AA9702'JOINT IN BRIDGE WALL, 3.0 FEET (0.9 M) ABOVE ROAD SURFACE, AND 1.2 AA9702'FEET (0.4 M) NORTH OF BRASS PLUG. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FV2060 *********************************************************************** FV2060 DESIGNATION - V 530 RESET FV2060 PID - FV2060 FV2060 STATE/COUNTY- CA/SAN LUIS OBISPO FV2060 USGS QUAD - SAN LUIS OBISPO (1994) FV2060 FV2060 *CURRENT SURVEY CONTROL FV2060 ___________________________________________________________________ FV2060* NAD 83(1986)- 35 15 40. (N) 120 38 53. (W) SCALED FV2060* NAVD 88 - 66.06 (+/-2cm) 216.7 (feet) VERTCON FV2060 ___________________________________________________________________ FV2060 GEOID HEIGHT- -34.61 (meters) GEOID99 FV2060 FV2060 VERT ORDER - THIRD (See Below) FV2060 FV2060.The horizontal coordinates were scaled from a topographic map and have FV2060.an estimated accuracy of +/- 6 seconds. FV2060 FV2060.The NAVD 88 height was computed by applying the VERTCON shift value to FV2060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FV2060.The vertical order pertains to the superseded datum. FV2060 FV2060.The geoid height was determined by GEOID99. FV2060 FV2060; North East Units Estimated Accuracy FV2060;SPC CA 5 - 698,530. 1,759,070. MT (+/- 180 meters Scaled) FV2060 FV2060 SUPERSEDED SURVEY CONTROL FV2060 FV2060 NGVD 29 - 65.19 (m) 213.9 (f) RESET 3 FV2060 FV2060.Superseded values are not recommended for survey control. FV2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2060.See file dsdata.txt to determine how the superseded data were derived. FV2060 FV2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE139045(NAD 83) FV2060_MARKER: DV = VERTICAL CONTROL DISK FV2060_SETTING: 36 = BRIDGE CURB FV2060_STAMPING: V 530 RESET 1980 FV2060_MARK LOGO: NGS FV2060_MAGNETIC: N = NO MAGNETIC MATERIAL FV2060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2060 FV2060 HISTORY - Date Condition Report By FV2060 HISTORY - 1980 MONUMENTED CA3370 FV2060 FV2060 STATION DESCRIPTION FV2060 FV2060'DESCRIBED BY CITY OF SAN LUIS OBISPO CALIFORNIA 1980 FV2060'0.2 MILE (0.3 KM) SOUTHWEST ALONG MARSH STREET FROM THE POST OFFICE FV2060'IN SAN LUIS OBISPO, THENCE 1.4 MILES (2.3 KM) SOUTHEAST ALONG BROAD FV2060'STREET, THENCE 0.1 MILE (0.2 KM) EAST ALONG ORCUTT ROAD, IN R 12 E, FV2060'T31 S, IN THE NORTHEAST QUARTER OF SECTION 2, 0.2 MILE (0.3 KM) WEST FV2060'OF THE CROSSING OF THE SOUTHERN PACIFIC COMPANY RAILROAD, AT A 7 BY FV2060'12 FOOT (3.7 M) CONCRETE BOX CULVERT OVER A SMALL CREEK, IN THE TOP FV2060'OF THE NORTHEAST END OF THE BRIDGE CURB, 32.5 FEET (9.9 M) NORTH OF FV2060'THE CENTER LINE OF THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FV1019 *********************************************************************** FV1019 DESIGNATION - V 707 RESET 1968 FV1019 PID - FV1019 FV1019 STATE/COUNTY- CA/SAN LUIS OBISPO FV1019 USGS QUAD - YORK MOUNTAIN (1979) FV1019 FV1019 *CURRENT SURVEY CONTROL FV1019 ___________________________________________________________________ FV1019* NAD 83(1986)- 35 33 17. (N) 120 46 33. (W) SCALED FV1019* NAVD 88 - 273.68 (+/-2cm) 897.9 (feet) VERTCON FV1019 ___________________________________________________________________ FV1019 GEOID HEIGHT- -34.09 (meters) GEOID99 FV1019 FV1019 VERT ORDER - THIRD (See Below) FV1019 FV1019.The horizontal coordinates were scaled from a topographic map and have FV1019.an estimated accuracy of +/- 6 seconds. FV1019 FV1019.The NAVD 88 height was computed by applying the VERTCON shift value to FV1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FV1019.The vertical order pertains to the superseded datum. FV1019 FV1019.The geoid height was determined by GEOID99. FV1019 FV1019; North East Units Estimated Accuracy FV1019;SPC CA 5 - 731,410. 1,748,350. MT (+/- 180 meters Scaled) FV1019 FV1019 SUPERSEDED SURVEY CONTROL FV1019 FV1019 NGVD 29 - 272.74 (m) 894.8 (f) RESET 3 FV1019 FV1019.Superseded values are not recommended for survey control. FV1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1019.See file dsdata.txt to determine how the superseded data were derived. FV1019 FV1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE015368(NAD 83) FV1019_MARKER: DB = BENCH MARK DISK FV1019_SETTING: 30 = COLLAR FV1019_STAMPING: V 707 RESET 1968 FV1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FV1019 FV1019 HISTORY - Date Condition Report By FV1019 HISTORY - 1968 MONUMENTED CADH FV1019 FV1019 STATION DESCRIPTION FV1019 FV1019'DESCRIBED BY CA DIV OF HIGHWAYS 1968 FV1019'5.2 MI W FROM TEMPLETON. FV1019'0.3 MILE SOUTHWEST ALONG MAIN STREET FROM THE POST OFFICE AT FV1019'TEMPLETON, THENCE 4.2 MILES WEST ALONG VINEYARD DRIVE, THENCE FV1019'0.7 MILE SOUTHWEST ALONG STATE HIGHWAY 41, 0.7 MILE SOUTH OF THE FV1019'Y JUNCTION OF WILLOW CREEK ROAD LEADING WEST, SET IN A CONCRETE FV1019'COLLAR 0.1 FOOT HIGH, 90 FEET RIGHT OF HIGHWAY STATION 382 + 03 FV1019'E., ABOUT 5 FEET NORTH OF A 36 INCH OAK TREE, 8 FEET EAST OF A FV1019'18 INCH OAK TREE WITH INITIAL CARVED ON THE NORTH SIDE, 5 FEET FV1019'EASTERLY FROM RCE 6923 TAG IN ROCK. NOTE-- THE MARK MAY ALSO FV1019'BE REACHED BY GOING 8.5 MILES SOUTHWESTERLY ALONG STATE HIGHWAY FV1019'43 FROM PASO ROBLES. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FV0048 *********************************************************************** FV0048 DESIGNATION - Y 707 RESET 1968 FV0048 PID - FV0048 FV0048 STATE/COUNTY- CA/SAN LUIS OBISPO FV0048 USGS QUAD - TEMPLETON (1979) FV0048 FV0048 *CURRENT SURVEY CONTROL FV0048 ___________________________________________________________________ FV0048* NAD 83(1992)- 35 34 28.71219(N) 120 43 51.11816(W) ADJUSTED FV0048* NAVD 88 - 283.4 (meters) 930. (feet) GPS OBS FV0048 ___________________________________________________________________ FV0048 EPOCH DATE - 1991.35 FV0048 X - -2,654,063.478 (meters) COMP FV0048 Y - -4,464,471.933 (meters) COMP FV0048 Z - 3,690,052.022 (meters) COMP FV0048 LAPLACE CORR- -1.04 (seconds) DEFLEC99 FV0048 ELLIP HEIGHT- 249.25 (meters) GPS OBS FV0048 GEOID HEIGHT- -34.09 (meters) GEOID99 FV0048 FV0048 HORZ ORDER - FIRST FV0048 VERT ORDER - THIRD (See Below) FV0048 ELLP ORDER - FOURTH CLASS II FV0048 FV0048.The horizontal coordinates were established by GPS observations FV0048.and adjusted by the National Geodetic Survey in June 1996. FV0048.The horizontal coordinates are valid at the epoch date displayed above. FV0048.The epoch date for horizontal control is a decimal equivalence FV0048.of Year/Month/Day. FV0048 FV0048.The orthometric height was determined by GPS observations and a FV0048.high-resolution geoid model. FV0048.The vertical order pertains to the superseded datum. FV0048 FV0048.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV0048 FV0048.The Laplace correction was computed from DEFLEC99 derived deflections. FV0048 FV0048.The ellipsoidal height was determined by GPS observations FV0048.and is referenced to NAD 83. FV0048 FV0048.The geoid height was determined by GEOID99. FV0048 FV0048; North East Units Scale Converg. FV0048;SPC CA 5 - 733,503.227 1,752,483.785 MT 1.00002532 -1 33 23.9 FV0048;SPC CA 5 - 2,406,501.84 5,749,607.22 sFT 1.00002532 -1 33 23.9 FV0048;UTM 10 - 3,939,141.232 705,621.741 MT 1.00012105 +1 19 14.0 FV0048 FV0048 SUPERSEDED SURVEY CONTROL FV0048 FV0048 NAD 83(1992)- 35 34 28.71213(N) 120 43 51.11820(W) AD(1991.35) 1 FV0048 NGVD 29 - 282.51 (m) 926.9 (f) RESET 3 FV0048 FV0048.Superseded values are not recommended for survey control. FV0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV0048.See file dsdata.txt to determine how the superseded data were derived. FV0048 FV0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE0562239141(NAD 83) FV0048_MARKER: DB = BENCH MARK DISK FV0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV0048_STAMPING: Y 707 RESET 1968 FV0048_MARK LOGO: CGS FV0048_MAGNETIC: N = NO MAGNETIC MATERIAL FV0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV0048+STABILITY: SURFACE MOTION FV0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV0048+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993 FV0048 FV0048 HISTORY - Date Condition Report By FV0048 HISTORY - 1968 MONUMENTED CADH FV0048 HISTORY - 19930505 GOOD CADT FV0048 FV0048 STATION DESCRIPTION FV0048 FV0048'DESCRIBED BY CA DIV OF HIGHWAYS 1968 FV0048'5.2 MI SW FROM PASO ROBLES. FV0048'ABOUT 5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 46 FROM PASO FV0048'ROBLES, AT A T JUNCTION, SET IN THE TOP OF A CONCRETE COLLAR 0.2 FV0048'FOOT HIGH, 4.5 FEET SOUTHWESTERLY FROM A JOINT POLE 47/67, ABOUT FV0048'85 FEET WEST OF THE CENTER LINE OF THE HIGHWAY. FV0048 FV0048 STATION RECOVERY (1993) FV0048 FV0048'RECOVERY NOTE BY CALTRANS 1993 FV0048'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRPTION FOLLOWS. FV0048'$ FV0048'THE STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 46, ABOUT 6 FV0048'MI (9.7 KM) NORTHWEST OF THE CITY OF ATASCADERO AND ABOUT 4 MI FV0048'(6.4 KM) SOUTHWEST OF THE CITY OF PASO ROBLES. FV0048'$ FV0048'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE FV0048'HIGHWAY 46 (WEST) ABOUT 2.5 MI (4.0 KM) SOUTH OF THE CITY OF PASO FV0048'ROBLES, GO WEST ON STATE HIGHWAY 46 FOR 1.6 MI (2.6 KM) TO THE FV0048'INTERSECTION WITH BETHEL ROAD. CONTINUE WEST ON STATE HIGHWAY 46 FOR FV0048'0.65 MI (1.05 KM) TO THE STATION ON THE RIGHT AT POST MILE 19.75. A FV0048'DIRT SHOULDER ADJACENT TO THE STATION PROVIDES ADEQUATE PARKING. FV0048'$ FV0048'THE STATION IS 58 FT (17.7 M) NORTHWEST OF THE CENTERLINE OF STATE FV0048'HIGHWAY 46, 17 FT (5.2 M) SOUTHWEST OF THE CENTERLINE OF THE PAVED FV0048'DRIVE TO THE DELLAGANNA RESIDENCE AT 2070 AND 2080 STATE HIGHWAY 46, FV0048'12 FT (3.7 M) NORTH OF THE SOUTHEAST END OF A CONCRETE HEADWALL, 10.5 FV0048'FT (3.2 M) NORTHEAST OF THE SOUTH ANGLE POINT IN A 5 STRAND BARBED FV0048'WIRE R/W FENCE, 5 FT (1.5 M) SOUTH OF POWER/TELEPHONE POLE NO. 47/67, FV0048'3.7 FT (1.1 M) WEST OF A GUY WIRE, 2.1 FT (0.6 M) SOUTHEAST OF A FV0048'CARSONITE WITNESS POST, AND ABOUT 3 FT (0.9 M) HIGHER THAN THE FV0048'ROADWAY. FV0048'$ FV0048'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV0048'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF FV0048'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN FV0048'ENCROACHMENT PERMIT FROM CALTANS BEFORE USING THE STATION. TO OBTAIN FV0048'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN SAN FV0048'LUIS OBISPO AT (805) 549-3152. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FV2058 *********************************************************************** FV2058 DESIGNATION - Z 693 RESET FV2058 PID - FV2058 FV2058 STATE/COUNTY- CA/SAN LUIS OBISPO FV2058 USGS QUAD - CAMBRIA (1979) FV2058 FV2058 *CURRENT SURVEY CONTROL FV2058 ___________________________________________________________________ FV2058* NAD 83(1986)- 35 33 51. (N) 121 04 54. (W) SCALED FV2058* NAVD 88 - 20.70 (meters) 67.9 (feet) RESET FV2058 ___________________________________________________________________ FV2058 GEOID HEIGHT- -34.61 (meters) GEOID99 FV2058 FV2058 VERT ORDER - THIRD FV2058 FV2058.The horizontal coordinates were scaled from a topographic map and have FV2058.an estimated accuracy of +/- 6 seconds. FV2058 FV2058.The orthometric height was computed from unverified reset data. FV2058.No vertical observational check was made to the station. FV2058 FV2058.The geoid height was determined by GEOID99. FV2058 FV2058; North East Units Estimated Accuracy FV2058;SPC CA 5 - 733,260. 1,720,660. MT (+/- 180 meters Scaled) FV2058 FV2058 SUPERSEDED SURVEY CONTROL FV2058 FV2058 NGVD 29 - 19.87 (m) 65.2 (f) RESET 3 FV2058 FV2058.Superseded values are not recommended for survey control. FV2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2058.See file dsdata.txt to determine how the superseded data were derived. FV2058 FV2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE738373(NAD 83) FV2058_MARKER: DV = VERTICAL CONTROL DISK FV2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV2058_STAMPING: Z 693 RESET 1982 FV2058_MARK LOGO: NGS FV2058_MAGNETIC: N = NO MAGNETIC MATERIAL FV2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV2058+STABILITY: SURFACE MOTION FV2058 FV2058 HISTORY - Date Condition Report By FV2058 HISTORY - 1982 MONUMENTED CA-079 FV2058 FV2058 STATION DESCRIPTION FV2058 FV2058'DESCRIBED BY SAN LUIS OBISPO COUNTY CALIFORNIA 1982 FV2058'IN CAMBRIA, NORTHERLY OF THE INTERSECTION OF MAIN STREET AND BURTON FV2058'DRIVE, 333 FEET (101.5 M) WESTERLY OF ORIGINAL BANK OF AMERICA FV2058'BUILDING, SET IN 6 INCHES BY 6 INCHES BY 36 INCHES CONCRETE POST, 29 FV2058'FEET (8.8 M) NORTHERLY OF INTERSECTION, IN PLANTER AREA NEXT TO FV2058'PARKING LOT FOR NEW BANK OF AMERICA BUILDING, 0.6 FOOT (18.3 CM) FV2058'ABOVE SIDEWALK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FV1063 *********************************************************************** FV1063 DESIGNATION - Z 707 RESET 1968 FV1063 PID - FV1063 FV1063 STATE/COUNTY- CA/SAN LUIS OBISPO FV1063 USGS QUAD - TEMPLETON (1979) FV1063 FV1063 *CURRENT SURVEY CONTROL FV1063 ___________________________________________________________________ FV1063* NAD 83(1986)- 35 35 00. (N) 120 42 52. (W) SCALED FV1063* NAVD 88 - 266.79 (+/-2cm) 875.3 (feet) VERTCON FV1063 ___________________________________________________________________ FV1063 GEOID HEIGHT- -34.09 (meters) GEOID99 FV1063 FV1063 VERT ORDER - THIRD (See Below) FV1063 FV1063.The horizontal coordinates were scaled from a topographic map and have FV1063.an estimated accuracy of +/- 6 seconds. FV1063 FV1063.The NAVD 88 height was computed by applying the VERTCON shift value to FV1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FV1063.The vertical order pertains to the superseded datum. FV1063 FV1063.The geoid height was determined by GEOID99. FV1063 FV1063; North East Units Estimated Accuracy FV1063;SPC CA 5 - 734,430. 1,754,000. MT (+/- 180 meters Scaled) FV1063 FV1063 SUPERSEDED SURVEY CONTROL FV1063 FV1063 NGVD 29 - 265.82 (m) 872.1 (f) RESET 3 FV1063 FV1063.Superseded values are not recommended for survey control. FV1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1063.See file dsdata.txt to determine how the superseded data were derived. FV1063 FV1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE070401(NAD 83) FV1063_MARKER: DB = BENCH MARK DISK FV1063_SETTING: 30 = COLLAR FV1063_STAMPING: Z 707 1968 FV1063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FV1063 FV1063 HISTORY - Date Condition Report By FV1063 HISTORY - 1968 MONUMENTED CADH FV1063 FV1063 STATION DESCRIPTION FV1063 FV1063'DESCRIBED BY CA DIV OF HIGHWAYS 1968 FV1063'4.1 MI SW FROM PASO ROBLES. FV1063'4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 46 FROM PASO ROBLES, SET FV1063'IN THE TOP OF CONCRETE COLLAR, 0.1 FOOT HIGH, 1.3 FEET INSIDE FV1063'WIRE FENCE, 13 FEET NORTH OF A 20 INCH OAK TREE, 15 FEET SOUTH FV1063'OF TWO OAK TREES IN THE FENCE LINE, ABOUT 170 FEET NORTH OF A FV1063'T JUNCTION.