1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 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 59. (N) 120 40 14. (W) SCALED AA4350* NAVD 88 - 47.61 (+/-2cm) 156.2 (feet) VERTCON AA4350 ___________________________________________________________________ AA4350 GEOID HEIGHT- -34.66 (meters) GEOID03 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NAVD 88 height was computed by applying the VERTCON shift value to AA4350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4350.The vertical order pertains to the NGVD 29 superseded value. AA4350 AA4350.The geoid height was determined by GEOID03. AA4350 AA4350; North East Units Estimated Accuracy AA4350;SPC CA 5 - 699,170. 1,757,040. MT (+/- 180 meters Scaled) AA4350 AA4350 SUPERSEDED SURVEY CONTROL AA4350 AA4350 NGVD 29 (07/01/04) 46.74 (m) 153.3 (f) RESET 3 AA4350 AA4350.Superseded values are not recommended for survey control.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 AA4350.See file dsdata.txt to determine how the superseded data were derived.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: 10SGE118050(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 = AUGUST 12, 2004 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 06. (N) 119 59 14. (W) SCALED AA4369* NAVD 88 - 624.84 (+/-2cm) 2050.0 (feet) VERTCON AA4369 ___________________________________________________________________ AA4369 GEOID HEIGHT- -33.84 (meters) GEOID03 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 NGVD 29 superseded value. AA4369 AA4369.The geoid height was determined by GEOID03. AA4369 AA4369; North East Units Estimated Accuracy AA4369;SPC CA 5 - 707,190. 1,819,390. MT (+/- 180 meters Scaled) AA4369 AA4369 SUPERSEDED SURVEY CONTROL AA4369 AA4369 NGVD 29 (07/01/04) 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 = AUGUST 12, 2004 FV1095 *********************************************************************** FV1095 DESIGNATION - A 1315 FV1095 PID - FV1095 FV1095 STATE/COUNTY- CA/SAN LUIS OBISPO FV1095 USGS QUAD - MORRO BAY SOUTH (1994) FV1095 FV1095 *CURRENT SURVEY CONTROL FV1095 ___________________________________________________________________ FV1095* NAD 83(1992)- 35 20 21.71887(N) 120 45 40.79161(W) ADJUSTED FV1095* NAVD 88 - 53.893 (meters) 176.81 (feet) ADJUSTED FV1095 ___________________________________________________________________ FV1095 EPOCH DATE - 1991.35 FV1095 X - -2,664,086.086 (meters) COMP FV1095 Y - -4,475,911.418 (meters) COMP FV1095 Z - 3,668,655.442 (meters) COMP FV1095 LAPLACE CORR- 4.09 (seconds) DEFLEC99 FV1095 ELLIP HEIGHT- 19.26 (meters) (06/24/96) GPS OBS FV1095 GEOID HEIGHT- -34.62 (meters) GEOID03 FV1095 DYNAMIC HT - 53.845 (meters) 176.66 (feet) COMP FV1095 MODELED GRAV- 979,751.2 (mgal) NAVD 88 FV1095 FV1095 HORZ ORDER - FIRST FV1095 VERT ORDER - FIRST CLASS I FV1095 ELLP ORDER - FOURTH CLASS I FV1095 FV1095.The horizontal coordinates were established by GPS observations FV1095.and adjusted by the National Geodetic Survey in June 1996. FV1095.The horizontal coordinates are valid at the epoch date displayed above. FV1095.The epoch date for horizontal control is a decimal equivalence FV1095.of Year/Month/Day. FV1095 FV1095.The orthometric height was determined by differential leveling FV1095.and adjusted by the National Geodetic Survey in June 1991. FV1095 FV1095.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV1095 FV1095.The Laplace correction was computed from DEFLEC99 derived deflections. FV1095 FV1095.The ellipsoidal height was determined by GPS observations FV1095.and is referenced to NAD 83. FV1095 FV1095.The geoid height was determined by GEOID03. FV1095 FV1095.The dynamic height is computed by dividing the NAVD 88 FV1095.geopotential number by the normal gravity value computed on the FV1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV1095.degrees latitude (g = 980.6199 gals.). FV1095 FV1095.The modeled gravity was interpolated from observed gravity values. FV1095 FV1095; North East Units Scale Factor Converg. FV1095;SPC CA 5 - 707,484.928 1,749,006.238 MT 0.99997473 -1 34 26.4 FV1095;SPC CA 5 - 2,321,140.13 5,738,197.97 sFT 0.99997473 -1 34 26.4 FV1095;UTM 10 - 3,912,978.264 703,452.517 MT 1.00011014 +1 17 43.2 FV1095 FV1095! - Elev Factor x Scale Factor = Combined Factor FV1095!SPC CA 5 - 0.99999698 x 0.99997473 = 0.99997171 FV1095!UTM 10 - 0.99999698 x 1.00011014 = 1.00010712 FV1095 FV1095 SUPERSEDED SURVEY CONTROL FV1095 FV1095 NAD 83(1992)- 35 20 21.71885(N) 120 45 40.79162(W) AD(1991.35) 1 FV1095 ELLIP H (08/05/94) 19.26 (m) GP(1991.35) 4 2 FV1095 NGVD 29 (10/21/93) 53.031 (m) 173.99 (f) ADJUSTED 1 1 FV1095 FV1095.Superseded values are not recommended for survey control. FV1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1095.See file dsdata.txt to determine how the superseded data were derived. FV1095 FV1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE0345312978(NAD 83) FV1095_MARKER: DV = VERTICAL CONTROL DISK FV1095_SETTING: 66 = SET IN ROCK OUTCROP FV1095_STAMPING: A 1315 1977 FV1095_MARK LOGO: NGS FV1095_MAGNETIC: N = NO MAGNETIC MATERIAL FV1095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FV1095+STABILITY: POSITION/ELEVATION WELL FV1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV1095+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2004 FV1095 FV1095 HISTORY - Date Condition Report By FV1095 HISTORY - 1977 MONUMENTED NGS FV1095 HISTORY - 19930505 GOOD CADT FV1095 HISTORY - 20040501 GOOD CADT FV1095 HISTORY - 20040505 GOOD CADT FV1095 FV1095 STATION DESCRIPTION FV1095 FV1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 FV1095'5.05 MI SE FROM MORRO BAY. FV1095'5.05 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE MORRO BAY FV1095'BOULEVARD OVERPASS AT MORRO BAY, SET IN A LARGE ROCK OUTCROP, FV1095'44 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 23 FEET NORTH FV1095'OF A FENCE LINE. FV1095 FV1095 STATION RECOVERY (1993) FV1095 FV1095'RECOVERY NOTE BY CALTRANS 1993 FV1095'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. FV1095'$ FV1095'THE STATION IS LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 1, ABOUT 9 FV1095'MI (14.5 KM) NORTHWEST OF THE CITY OF SAN LUIS OBISPO AND ABOUT 5 MI FV1095'(8.0 KM) EAST-SOUTHEAST OF THE CITY OF MORRO BAY. FV1095'$ FV1095'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 41 IN FV1095'THE CITY OF MORRO BAY, GO SOUTH ON STATE HIGHWAY 1 FOR 4.4 MI FV1095'(7.1 KM) TO THE SAN LUISITO CREEK BRIDGE (NO. 49-64). CONTINUE SOUTH FV1095'ON STATE HIGHWAY 1 FOR 1.9 MI (3.1 KM) TO THE STATION ON THE RIGHT AT FV1095'POST MILE 23.80. A DIRT SHOULDER ADJACENT TO THE STATION PROVIDES FV1095'ADEQUATE PARKING. FV1095'$ FV1095'THE STATION IS 43 FT (13.1 M) WEST OF THE CENTERLINE OF THE SOUTH FV1095'BOUND LANES OF STATE HIGHWAY 1, 26 FT (7.9 M) EAST OF A 5 STRAND FV1095'BARBED WIRE R/W FENCE, 3.5 FT (1.1 M) NORTHEAST OF A METAL WITNESS FV1095'POST WITH SIGN, AND ABOUT 14 FT (4.3 M) HIGHER THAN THE HIGHWAY. FV1095'$ FV1095'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV1095'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF FV1095'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN FV1095'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO FV1095'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN FV1095'SAN LUIS OBISPO AT (805) 549-3152. FV1095 FV1095 STATION RECOVERY (2004) FV1095 FV1095'RECOVERY NOTE BY CALTRANS 2004 FV1095'RECOVERED IN GOOD CONDITION. FV1095 FV1095 STATION RECOVERY (2004) FV1095 FV1095'RECOVERY NOTE BY CALTRANS 2004 (NT) FV1095'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 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 02. (N) 120 41 47. (W) SCALED AA9712* NAVD 88 - 239.08 (meters) 784.4 (feet) RESET AA9712 ___________________________________________________________________ AA9712 GEOID HEIGHT- -34.13 (meters) GEOID03 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 GEOID03. AA9712 AA9712; North East Units Estimated Accuracy AA9712;SPC CA 5 - 734,440. 1,755,640. 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 = AUGUST 12, 2004 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 44. (N) 121 05 24. (W) SCALED FV2056* NAVD 88 - 26.33 (meters) 86.4 (feet) RESET FV2056 ___________________________________________________________________ FV2056 GEOID HEIGHT- -34.70 (meters) GEOID03 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 GEOID03. FV2056 FV2056; North East Units Estimated Accuracy FV2056;SPC CA 5 - 733,070. 1,719,900. MT (+/- 180 meters Scaled) FV2056 FV2056 SUPERSEDED SURVEY CONTROL FV2056 FV2056 NGVD 29 (07/01/04) 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 = AUGUST 12, 2004 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 50. (N) 120 49 25. (W) SCALED AA9729* NAVD 88 - 18.20 (meters) 59.7 (feet) RESET AA9729 ___________________________________________________________________ AA9729 GEOID HEIGHT- -34.74 (meters) GEOID03 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 GEOID03. AA9729 AA9729; North East Units Estimated Accuracy AA9729;SPC CA 5 - 710,360. 1,743,420. 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 = AUGUST 12, 2004 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 26. (N) 120 39 31. (W) SCALED FV0017* NAVD 88 - 268.78 (+/-2cm) 881.8 (feet) VERTCON FV0017 ___________________________________________________________________ FV0017 GEOID HEIGHT- -34.13 (meters) GEOID03 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 NGVD 29 superseded value. FV0017 FV0017.The geoid height was determined by GEOID03. FV0017 FV0017; North East Units Estimated Accuracy FV0017;SPC CA 5 - 727,700. 1,758,880. MT (+/- 180 meters Scaled) FV0017 FV0017 SUPERSEDED SURVEY CONTROL FV0017 FV0017 NGVD 29 (07/01/04) 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 = AUGUST 12, 2004 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 35. (N) 120 18 15. (W) SCALED AA4372* NAVD 88 - 344.51 (+/-2cm) 1130.3 (feet) VERTCON AA4372 ___________________________________________________________________ AA4372 GEOID HEIGHT- -33.67 (meters) GEOID03 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 NGVD 29 superseded value. AA4372 AA4372.The geoid height was determined by GEOID03. AA4372 AA4372; North East Units Estimated Accuracy AA4372;SPC CA 5 - 747,520. 1,791,490. MT (+/- 180 meters Scaled) AA4372 AA4372 SUPERSEDED SURVEY CONTROL AA4372 AA4372 NGVD 29 (07/01/04) 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: 10SGE438551(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 = AUGUST 12, 2004 FV1766 *********************************************************************** FV1766 DESIGNATION - CEMETERY FV1766 PID - FV1766 FV1766 STATE/COUNTY- CA/SAN LUIS OBISPO FV1766 USGS QUAD - CRESTON (1980) FV1766 FV1766 *CURRENT SURVEY CONTROL FV1766 ___________________________________________________________________ FV1766* NAD 83(1992)- 35 32 04.33841(N) 120 31 09.38136(W) ADJUSTED FV1766* NAVD 88 - 352.3 (meters) 1156. (feet) GPS OBS FV1766 ___________________________________________________________________ FV1766 EPOCH DATE - 1991.35 FV1766 X - -2,638,900.611 (meters) COMP FV1766 Y - -4,476,520.307 (meters) COMP FV1766 Z - 3,686,472.039 (meters) COMP FV1766 LAPLACE CORR- 0.99 (seconds) DEFLEC99 FV1766 ELLIP HEIGHT- 318.32 (meters) (08/05/94) GPS OBS FV1766 GEOID HEIGHT- -33.98 (meters) GEOID03 FV1766 FV1766 HORZ ORDER - FIRST FV1766 ELLP ORDER - FOURTH CLASS II FV1766 FV1766.The horizontal coordinates were established by GPS observations FV1766.and adjusted by the National Geodetic Survey in June 1996. FV1766.The horizontal coordinates are valid at the epoch date displayed above. FV1766.The epoch date for horizontal control is a decimal equivalence FV1766.of Year/Month/Day. FV1766 FV1766.The orthometric height was determined by GPS observations and a FV1766.high-resolution geoid model. FV1766 FV1766.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV1766 FV1766.The Laplace correction was computed from DEFLEC99 derived deflections. FV1766 FV1766.The ellipsoidal height was determined by GPS observations FV1766.and is referenced to NAD 83. FV1766 FV1766.The geoid height was determined by GEOID03. FV1766 FV1766; North East Units Scale Factor Converg. FV1766;SPC CA 5 - 728,554.129 1,771,546.194 MT 1.00001550 -1 26 09.7 FV1766;SPC CA 5 - 2,390,264.67 5,812,147.80 sFT 1.00001550 -1 26 09.7 FV1766;UTM 10 - 3,935,154.825 724,911.499 MT 1.00022341 +1 26 32.6 FV1766 FV1766! - Elev Factor x Scale Factor = Combined Factor FV1766!SPC CA 5 - 0.99995004 x 1.00001550 = 0.99996554 FV1766!UTM 10 - 0.99995004 x 1.00022341 = 1.00017344 FV1766 FV1766: Primary Azimuth Mark Grid Az FV1766:SPC CA 5 - BOOKER 064 59 04.5 FV1766:UTM 10 - BOOKER 062 06 22.2 FV1766 FV1766|---------------------------------------------------------------------| FV1766| PID Reference Object Distance Geod. Az | FV1766| dddmmss.s | FV1766| FV1413 BOOKER APPROX. 5.5 KM 0633254.8 | FV1766| DA5835 CEMETERY RM 1 9.236 METERS 08926 | FV1766| DA5836 CEMETERY RM 2 6.053 METERS 26925 | FV1766|---------------------------------------------------------------------| FV1766 FV1766 SUPERSEDED SURVEY CONTROL FV1766 FV1766 NAD 83(1992)- 35 32 04.33838(N) 120 31 09.38149(W) AD(1991.35) 1 FV1766 NAD 83(1992)- 35 32 04.33678(N) 120 31 09.38281(W) AD(1991.35) 2 FV1766 NAD 83(1986)- 35 32 04.33107(N) 120 31 09.37136(W) AD(1984.00) 2 FV1766 NAD 27 - 35 32 04.43183(N) 120 31 05.78719(W) AD( ) 2 FV1766 NGVD 29 (07/19/86) 351.4 (m) 1153. (f) VERT ANG FV1766 FV1766.Superseded values are not recommended for survey control. FV1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1766.See file dsdata.txt to determine how the superseded data were derived. FV1766 FV1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE2491135155(NAD 83) FV1766_MARKER: DD = SURVEY DISK FV1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV1766_STAMPING: CEMETERY 1972 FV1766_MARK LOGO: CADH FV1766_MAGNETIC: N = NO MAGNETIC MATERIAL FV1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV1766+STABILITY: SURFACE MOTION FV1766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV1766+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 FV1766 FV1766 HISTORY - Date Condition Report By FV1766 HISTORY - 1972 MONUMENTED CADT FV1766 HISTORY - 1972 GOOD CADH FV1766 HISTORY - 19930504 GOOD CADT FV1766 HISTORY - 20040501 GOOD CADT FV1766 HISTORY - 20040519 GOOD CADT FV1766 FV1766 STATION DESCRIPTION FV1766 FV1766'DESCRIBED BY CALTRANS 1972 (LDK) FV1766'THIS STATION IS LOCATED ABOUT ONE AIRMILE NNE OF CRESTON ON THE FV1766'NLY SIDE OF RTE. 41 ON TOP OF A 20 FOOT CUTBANK AND WITHIN THE FV1766'STATE RIGHT-OF-WAY. IT IS 23 FEET NORTH OF THE TOP OF CUT AND 3.5 FV1766'FEET SOUTH OF THE FENCE. FV1766' FV1766'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES 229 AND 41 FV1766'JUST NLY OF CRESTON, PROCEED ELY ON ROUTE 41 FOR 0.4 MILES TO FV1766'THE STATION ON THE LEFT. FV1766' FV1766'STATION MARKS ARE STANDARD CDH BRASS DISCS STAMPED CEMETERY FV1766'1972. THE SURFACE MARK IS SET IN THE TOP OF A 14-INCH CONCRETE FV1766'CYLINDER FLUSH WITH THE GROUND. THE UNDERGROUND MARK IS SET IN FV1766'CONCRETE BURIED 40 INCHES. FV1766' FV1766'REFERENCE MARK NO. 1, A STANDARD DISC STAMPED CEMETERY NO. 1 FV1766'1972 IS SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS 1.3 FV1766'FEET SOUTH OF THE FENCE, FLUSH WITH THE GROUND AND 1.6 FEET BELOW FV1766'THE STATION. FV1766' FV1766'REFERENCE MARK NO. 2, A STANDARD DISC STAMPED CEMETERY NO. 2 1972 FV1766'IS SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS 2.2 FEET FV1766'SOUTH OF THE FENCE, FLUSH WITH THE GROUND AND 0.5 FOOT BELOW THE FV1766'STATION. FV1766' FV1766'HEIGHT OF LIGHT ABOVE STATION MARK 1.69 METERS. FV1766 FV1766 STATION RECOVERY (1972) FV1766 FV1766'RECOVERY NOTE BY CA DIV OF HIGHWAYS 1972 FV1766'RECOVERED IN GOOD CONDITION. FV1766 FV1766 STATION RECOVERY (1993) FV1766 FV1766'RECOVERY NOTE BY CALTRANS 1993 FV1766'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AS FV1766'DESCRIBED WITH THE FOLLOWING REVISIONS. FV1766'$ FV1766'THE STATION IS LOCATED AT STATE HIGHWAY 41 POST MILE 28.37. ADEQUATE FV1766'PARKING IS AVAILABLE ABOUT 100 FT (30.5 M) WEST OF THE STATION AT THE FV1766'START OF THE CUT SLOPE. FV1766'$ FV1766'THE STATION IS ABOUT 50 FT (15.2 M) NORTH OF THE CENTERLINE OF STATE FV1766'HIGHWAY 41, 3.5 FT (1.1 M) SOUTH OF A 5 STRAND BARBED WIRE R/W FENCE, FV1766'2.1 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST, AND ABOUT 20 FT FV1766'(6.1 M) HIGHER THAN THE HIGHWAY. FV1766'$ FV1766'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV1766'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF FV1766'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN FV1766'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO FV1766'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN FV1766'SAN LUIS OBISPO AT (805) 549-3152. FV1766 FV1766 STATION RECOVERY (2004) FV1766 FV1766'RECOVERY NOTE BY CALTRANS 2004 FV1766'RECOVERED IN GOOD CONDITION. FV1766 FV1766 STATION RECOVERY (2004) FV1766 FV1766'RECOVERY NOTE BY CALTRANS 2004 (NT) FV1766'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 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 21. (N) 120 43 11. (W) SCALED FV2054* NAVD 88 - 104.25 (meters) 342.0 (feet) RESET FV2054 ___________________________________________________________________ FV2054 GEOID HEIGHT- -34.56 (meters) GEOID03 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 GEOID03. FV2054 FV2054; North East Units Estimated Accuracy FV2054;SPC CA 5 - 705,510. 1,752,740. MT (+/- 180 meters Scaled) FV2054 FV2054 SUPERSEDED SURVEY CONTROL FV2054 FV2054 NGVD 29 (07/01/04) 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: 10SGE072111(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 = AUGUST 12, 2004 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 47. (N) 120 41 58. (W) SCALED AC9284* NAVD 88 - 269.36 (meters) 883.7 (feet) RESET AC9284 ___________________________________________________________________ AC9284 GEOID HEIGHT- -34.15 (meters) GEOID03 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 GEOID03. AC9284 AC9284; North East Units Estimated Accuracy AC9284;SPC CA 5 - 726,600. 1,755,150. 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 = AUGUST 12, 2004 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 03. (N) 121 09 52. (W) SCALED FV2062* NAVD 88 - 14.86 (meters) 48.8 (feet) RESET FV2062 ___________________________________________________________________ FV2062 GEOID HEIGHT- -34.57 (meters) GEOID03 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 GEOID03. FV2062 FV2062; North East Units Estimated Accuracy FV2062;SPC CA 5 - 741,260. 1,713,410. MT (+/- 180 meters Scaled) FV2062 FV2062 SUPERSEDED SURVEY CONTROL FV2062 FV2062 NGVD 29 (07/01/04) 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: 10SFE662449(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 = AUGUST 12, 2004 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 06. (N) 119 57 48. (W) SCALED AA4341* NAVD 88 - 647.03 (+/-2cm) 2122.8 (feet) VERTCON AA4341 ___________________________________________________________________ AA4341 GEOID HEIGHT- -33.85 (meters) GEOID03 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 NGVD 29 superseded value. AA4341 AA4341.The geoid height was determined by GEOID03. AA4341 AA4341; North East Units Estimated Accuracy AA4341;SPC CA 5 - 707,150. 1,821,560. MT (+/- 180 meters Scaled) AA4341 AA4341 SUPERSEDED SURVEY CONTROL AA4341 AA4341 NGVD 29 (07/01/04) 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 = AUGUST 12, 2004 FV1755 *********************************************************************** FV1755 DESIGNATION - GARDENS FV1755 PID - FV1755 FV1755 STATE/COUNTY- CA/SAN LUIS OBISPO FV1755 USGS QUAD - ESTRELLA (1979) FV1755 FV1755 *CURRENT SURVEY CONTROL FV1755 ___________________________________________________________________ FV1755* NAD 83(1992)- 35 39 16.58720(N) 120 31 25.41567(W) ADJUSTED FV1755* NAVD 88 - 332.5 (meters) 1091. (feet) GPS OBS FV1755 ___________________________________________________________________ FV1755 EPOCH DATE - 1991.35 FV1755 X - -2,635,302.059 (meters) COMP FV1755 Y - -4,469,621.611 (meters) COMP FV1755 Z - 3,697,293.801 (meters) COMP FV1755 LAPLACE CORR- 1.89 (seconds) DEFLEC99 FV1755 ELLIP HEIGHT- 298.56 (meters) (06/24/96) GPS OBS FV1755 GEOID HEIGHT- -34.02 (meters) GEOID03 FV1755 FV1755 HORZ ORDER - FIRST FV1755 ELLP ORDER - FOURTH CLASS I FV1755 FV1755.The horizontal coordinates were established by GPS observations FV1755.and adjusted by the National Geodetic Survey in June 1996. FV1755.The horizontal coordinates are valid at the epoch date displayed above. FV1755.The epoch date for horizontal control is a decimal equivalence FV1755.of Year/Month/Day. FV1755 FV1755.The orthometric height was determined by GPS observations and a FV1755.high-resolution geoid model. FV1755 FV1755.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV1755 FV1755.The Laplace correction was computed from DEFLEC99 derived deflections. FV1755 FV1755.The ellipsoidal height was determined by GPS observations FV1755.and is referenced to NAD 83. FV1755 FV1755.The geoid height was determined by GEOID03. FV1755 FV1755; North East Units Scale Factor Converg. FV1755;SPC CA 5 - 741,882.317 1,771,476.835 MT 1.00004638 -1 26 18.8 FV1755;SPC CA 5 - 2,433,992.24 5,811,920.25 sFT 1.00004638 -1 26 18.8 FV1755;UTM 10 - 3,948,465.227 724,172.307 MT 1.00021930 +1 26 38.5 FV1755 FV1755! - Elev Factor x Scale Factor = Combined Factor FV1755!SPC CA 5 - 0.99995314 x 1.00004638 = 0.99999952 FV1755!UTM 10 - 0.99995314 x 1.00021930 = 1.00017243 FV1755 FV1755: Primary Azimuth Mark Grid Az FV1755:SPC CA 5 - WHITLEY 079 09 19.9 FV1755:UTM 10 - WHITLEY 076 16 22.6 FV1755 FV1755|---------------------------------------------------------------------| FV1755| PID Reference Object Distance Geod. Az | FV1755| dddmmss.s | FV1755| FV1420 WHITLEY APPROX. 2.4 KM 0774301.1 | FV1755| DA6090 GARDENS RM 1 8.564 METERS 11221 | FV1755| DA6091 GARDENS RM 2 4.296 METERS 20703 | FV1755|---------------------------------------------------------------------| FV1755 FV1755 SUPERSEDED SURVEY CONTROL FV1755 FV1755 NAD 83(1992)- 35 39 16.58717(N) 120 31 25.41571(W) AD(1991.35) 1 FV1755 ELLIP H (08/05/94) 298.56 (m) GP(1991.35) 4 2 FV1755 NAD 83(1992)- 35 39 16.58565(N) 120 31 25.41700(W) AD(1991.35) 2 FV1755 NAD 83(1986)- 35 39 16.57941(N) 120 31 25.40813(W) AD(1984.00) 2 FV1755 NAD 27 - 35 39 16.69283(N) 120 31 21.81827(W) AD( ) 2 FV1755 NGVD 29 (07/19/86) 332.0 (m) 1089. (f) VERT ANG FV1755 FV1755.Superseded values are not recommended for survey control. FV1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1755.See file dsdata.txt to determine how the superseded data were derived. FV1755 FV1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE2417248465(NAD 83) FV1755_MARKER: DD = SURVEY DISK FV1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV1755_STAMPING: GARDENS 1972 FV1755_MARK LOGO: CADH FV1755_MAGNETIC: N = NO MAGNETIC MATERIAL FV1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV1755+STABILITY: SURFACE MOTION FV1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV1755+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004 FV1755 FV1755 HISTORY - Date Condition Report By FV1755 HISTORY - 1972 MONUMENTED CADT FV1755 HISTORY - 1972 GOOD CADH FV1755 HISTORY - 19930504 GOOD CADT FV1755 HISTORY - 20040501 GOOD CADT FV1755 HISTORY - 20040511 GOOD CADT FV1755 FV1755 STATION DESCRIPTION FV1755 FV1755'DESCRIBED BY CALTRANS 1972 (LDK) FV1755'THIS STATION IS LOCATED APPROXIMATELY 11 MILES EAST OF PASO FV1755'ROBLES OR 8 MILES WEST OF SHANDON ALONG ROUTE 46. IT IS 0.8 FV1755'MILES WEST OF THE ESTRELLA RIVER BRIDGE AT THE TOP OF THE HILL FV1755'ON THE SOUTH SIDE OF THE ROAD NEAR THE R/W FENCE. FV1755' FV1755'TO REACH FROM THE INTERSECTION OF ROUTES 101 AND 46 IN PASO FV1755'ROBLES, PROCEED EASTERLY ON ROUTE 46 FOR 9.4 MILES TO THE STATION FV1755'ON YOUR RIGHT. FV1755' FV1755'STATION MARKS ARE STANDARD CDH BRASS DISCS STAMPED GARDENS FV1755'1972. THE SURFACE MARK IS SET IN THE TOP OF A 14-INCH CONCRETE FV1755'CYLINDER THAT IS FLUSH WITH THE GROUND AND MARKED WITH A 5 FOOT FV1755'METAL FENCE POST SET 2 FEET NLY. THE UNDERGROUND MARK IS SET FV1755'IN CONCRETE AND BURIED 40 INCHES BELOW THE SURFACE. FV1755' FV1755'REFERENCE MARK NO. 1, A STANDARD DISC STAMPED GARDENS NO. 1 FV1755'1972 IS SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FV1755'2 FEET HIGHER THAN THE STATION AND LOCATED 1 FOOT NLY OF THE FV1755'SLY R/W FENCE. FV1755' FV1755'REFERENCE MARK NO. 2, A STANDARD DISC STAMPED GARDENS NO. 2 FV1755'1972 IS SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FV1755'1 FOOT HIGHER THAN THE STATION AND LOCATED 1 FOOT NLY OF FV1755'THE SLY R/W FENCE. FV1755' FV1755'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS. FV1755 FV1755 STATION RECOVERY (1972) FV1755 FV1755'RECOVERY NOTE BY CA DIV OF HIGHWAYS 1972 FV1755'RECOVERED IN GOOD CONDITION. FV1755 FV1755 STATION RECOVERY (1993) FV1755 FV1755'RECOVERY NOTE BY CALTRANS 1993 FV1755'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AS FV1755'DESCRIBED WITH THE FOLLOWING REVISIONS. FV1755'$ FV1755'THE STATION IS LOCATED AT STATE HIGHWAY 46 POST MILE 39.19. A GRAVEL FV1755'SHOULDER ADJACENT TO THE STATION PROVIDES ADEQUATE PARKING. FV1755'$ FV1755'THE STATION IS 126 FT (38.4 M) SOUTH OF THE CENTERLINE OF STATE FV1755'HIGHWAY 46, 13 FT (4.0 M) NORTH OF A 4 STRAND BARBED WIRE R/W FENCE, FV1755'2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST, AND ABOUT 20 FT FV1755'(6.1 M) HIGHER THAN THE HIGHWAY. FV1755'$ FV1755'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV1755'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF FV1755'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN FV1755'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO FV1755'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN FV1755'SAN LUIS OBISPO AT (805) 549-3152. FV1755 FV1755 STATION RECOVERY (2004) FV1755 FV1755'RECOVERY NOTE BY CALTRANS 2004 FV1755'RECOVERED IN GOOD CONDITION. FV1755 FV1755 STATION RECOVERY (2004) FV1755 FV1755'RECOVERY NOTE BY CALTRANS 2004 (NT) FV1755'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FV1445 *********************************************************************** FV1445 DESIGNATION - GREEN FV1445 PID - FV1445 FV1445 STATE/COUNTY- CA/SAN LUIS OBISPO FV1445 USGS QUAD - WILSON CORNER (1976) FV1445 FV1445 *CURRENT SURVEY CONTROL FV1445 ___________________________________________________________________ FV1445* NAD 83(1992)- 35 24 02.85128(N) 120 29 27.94077(W) ADJUSTED FV1445* NAVD 88 - 605.8 (meters) 1988. (feet) GPS OBS FV1445 ___________________________________________________________________ FV1445 EPOCH DATE - 1991.35 FV1445 X - -2,641,172.741 (meters) COMP FV1445 Y - -4,485,415.602 (meters) COMP FV1445 Z - 3,674,532.780 (meters) COMP FV1445 LAPLACE CORR- 3.02 (seconds) DEFLEC99 FV1445 ELLIP HEIGHT- 571.92 (meters) (05/15/92) GPS OBS FV1445 GEOID HEIGHT- -33.88 (meters) GEOID03 FV1445 FV1445 HORZ ORDER - B FV1445 ELLP ORDER - FOURTH CLASS II FV1445 FV1445.The horizontal coordinates were established by GPS observations FV1445.and adjusted by the National Geodetic Survey in May 1992. FV1445.The horizontal coordinates are valid at the epoch date displayed above. FV1445.The epoch date for horizontal control is a decimal equivalence FV1445.of Year/Month/Day. FV1445 FV1445.The orthometric height was determined by GPS observations and a FV1445.high-resolution geoid model. FV1445 FV1445.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV1445 FV1445.The Laplace correction was computed from DEFLEC99 derived deflections. FV1445 FV1445.The ellipsoidal height was determined by GPS observations FV1445.and is referenced to NAD 83. FV1445 FV1445.The geoid height was determined by GEOID03. FV1445 FV1445; North East Units Scale Factor Converg. FV1445;SPC CA 5 - 713,655.940 1,773,733.196 MT 0.99998630 -1 25 11.8 FV1445;SPC CA 5 - 2,341,386.20 5,819,322.99 sFT 0.99998630 -1 25 11.8 FV1445;UTM 10 - 3,920,381.729 727,843.985 MT 1.00023979 +1 27 14.5 FV1445 FV1445! - Elev Factor x Scale Factor = Combined Factor FV1445!SPC CA 5 - 0.99991024 x 0.99998630 = 0.99989654 FV1445!UTM 10 - 0.99991024 x 1.00023979 = 1.00015001 FV1445 FV1445: Primary Azimuth Mark Grid Az FV1445:SPC CA 5 - GREEN AZ MK 205 30 40.0 FV1445:UTM 10 - GREEN AZ MK 202 38 13.7 FV1445 FV1445|---------------------------------------------------------------------| FV1445| PID Reference Object Distance Geod. Az | FV1445| dddmmss.s | FV1445| FU2049 GREEN RM 1 12.785 METERS 06818 | FV1445| FV1439 BLACK MOUNTAIN RADAR TOWER APPROX.12.4 KM 0925746.1 | FV1445| FV1441 HIGH MOUNTAIN FIRE LOT APPROX.16.7 KM 1585940.5 | FV1445| FU2050 GREEN RM 2 12.230 METERS 20056 | FV1445| DA6938 GREEN AZ MK 2040528.2 | FV1445| FV1468 SAN LUIS OBISPO TV KSBY MAST APPROX.15.6 KM 2532107.1 | FV1445| FV1490 T P T AND T MAST APPROX.19.7 KM 2675323.6 | FV1445| FV1493 CERRO ALTO LOOKOUT TOWER APPROX.22.1 KM 2740232.5 | FV1445|---------------------------------------------------------------------| FV1445 FV1445 SUPERSEDED SURVEY CONTROL FV1445 FV1445 NAD 83(1986)- 35 24 02.84400(N) 120 29 27.93154(W) AD(1984.00) 1 FV1445 NAD 27 - 35 24 02.94300(N) 120 29 24.34600(W) AD( ) 1 FV1445 NGVD 29 (09/30/94) 605.0 (m) 1985. (f) GPS OBS FV1445 FV1445.Superseded values are not recommended for survey control. FV1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1445.See file dsdata.txt to determine how the superseded data were derived. FV1445 FV1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE2784420382(NAD 83) FV1445_MARKER: DS = TRIANGULATION STATION DISK FV1445_SETTING: 80 = SET IN A BOULDER FV1445_STAMPING: GREEN 1932 FV1445_MARK LOGO: CGS FV1445_MAGNETIC: N = NO MAGNETIC MATERIAL FV1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV1445+STABILITY: SURFACE MOTION FV1445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FV1445+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1995 FV1445 FV1445 HISTORY - Date Condition Report By FV1445 HISTORY - 1932 MONUMENTED CGS FV1445 HISTORY - 1932 GOOD CGS FV1445 HISTORY - 1951 SEE DESCRIPTION CGS FV1445 HISTORY - 1962 SEE DESCRIPTION CGS FV1445 HISTORY - 1987 GOOD LOCSUR FV1445 HISTORY - 19910501 GOOD NGS FV1445 HISTORY - 19930321 GOOD NOS FV1445 HISTORY - 19930506 GOOD CADT FV1445 HISTORY - 19940217 GOOD NGS FV1445 HISTORY - 19950621 GOOD CADT FV1445 HISTORY - 20010503 GOOD CADT FV1445 HISTORY - 20020705 GOOD CADT FV1445 HISTORY - 20030101 GOOD CADT FV1445 FV1445 STATION DESCRIPTION FV1445 FV1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (FGJ) FV1445'ON SMALL BOULDER-STREWN HILL WHICH IS NOT HIGHEST IN VICINITY, FV1445'THREE-EIGHTHS MILE NORTH-NORTHEAST OF J.W. GREENS HOUSE. TO FV1445'REACH FROM SANTA MARGARITA, GO EAST 1.6 MILES ON FIRST STREET FV1445'NORTH OF DEPOT FOLLOWING ROAD SIGNS TOWARD POZO, TURN LEFT ONTO FV1445'OILED ROAD AND GO 1.9 MILES TO BRIDGE ACROSS SALINAS RIVER, FV1445'CONTINUE 0.6 MILE BEYOND BRIDGE, TURN RIGHT ONTO PARK HILL FV1445'ROAD AND GO 5.2 MILES ALONG MAIN-TRAVELED ROAD TO GREENS RANCH. FV1445'MARKED BY STANDARD STATION DISK, NOTE 4, IN BURIED BOULDER FV1445'WHICH IS ABOUT 1 FOOT SQUARE ON TOP. REFERENCE MARKS ARE FV1445'STANDARD REFERENCE DISKS IN BOULDERS, NOTE 12C. NO. 1 IS FV1445'12.780 METERS (41.93 FEET) FROM STATION IN AZIMUTH 248 DEG 18 FV1445'MIN. NO. 2 IS 12.230 METERS (40.12 FEET) FROM STATION IN FV1445'AZIMUTH 20 DEG 55 MIN. FV1445 FV1445 STATION RECOVERY (1932) FV1445 FV1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 FV1445'RECOVERED IN GOOD CONDITION. FV1445 FV1445 STATION RECOVERY (1951) FV1445 FV1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCE) FV1445'STATION IS LOCATED ABOUT 14 MILES NNE OF SAN LUIS OBISPO AND FV1445'8 MILES SE OF CRESTON. FV1445' FV1445'STATION WAS RECOVERED AND FOUND TO BE AS DESCRIBED IN 1932. FV1445'THE STATION MARK AND R.M.S 1 AND 2 WERE RECOVERED AS DESCRIBED FV1445'AND FOUND TO BE IN GOOD CONDITION. THE DIRECTIONS AND DISTANCES FV1445'TO R.M.S 1 AND 2 WERE CHECKED AND FOUND TO BE CORRECT. FV1445' FV1445'THE 1932 ROUTE TO THE STATION WAS USED IN RECOVERY AND FOUND FV1445'TO BE ADEQUATE. FV1445' FV1445'ALL OBSERVATIONS WERE MADE FROM A 4-FOOT STAND. FV1445 FV1445 STATION RECOVERY (1962) FV1445 FV1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC) FV1445'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD FV1445'CONDITION. AN AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY. FV1445'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION. FV1445' FV1445'STATION IS ON THE HIGHEST POINT OF A LOW BRUSH COVERED KNOLL, FV1445'ABOUT 7-1/2 MILES SOUTH AND 3 MILES EAST OF CRESTON, 6 MILES FV1445'EAST AND 1-1/2 MILES NORTH OF SANTA MARGARITA AND ON LAND OWNED FV1445'BY H.L. BEHLMAN JR. FV1445' FV1445'TO REACH FROM THE POST OFFICE IN SANTA MARGARITA, GO EASTERLY FV1445'ON THE MAIN STREET FOR 0.25 MILE TO A SIDE ROAD RIGHT. TURN FV1445'RIGHT, SOUTHEASTERLY AND EASTERLY ON POZO ROAD FOR 1.5 MILES TO FV1445'A FORK. TAKE THE LEFT FORK, PAVED ROAD FOR 2.35 MILES TO A FORK FV1445'AT SIGN CRESTON 9. TAKE THE RIGHT FORK, PAVED ROAD FOR 4.5 MILES FV1445'TO THE OAK CANYON RANCH ON THE LEFT. CONTINUE AHEAD ON THE FV1445'MAIN ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT AND AZIMUTH MARK FV1445'ON THE RIGHT. CONTINUE ON THE PAVED ROAD FOR 0.05 MILE TO FV1445'A DRIVE WAY LEFT AT SIGN HUFFMAN. TURN LEFT, NORTHERLY ON FV1445'RANCH ROAD FOR 0.1 MILE TO A FORK. TAKE THE RIGHT FORK, FV1445'EASTERLY ON RANCH ROAD FOR 0.05 MILE TO A TRACK ROAD LEADING FV1445'NORTH. TURN LEFT, NORTH ON TRACK ROAD FOR 0.3 MILE TO THE FV1445'FIRST LOW KNOLL AND STATION ON THE HIGHEST POINT. FV1445' FV1445'STATION MARK IS A STANDARD DISK, STAMPED GREEN 1932, CEMENTED FV1445'IN A DRILL HOLE IN A 1 X 1 FOOT BOULDER FLUSH WITH THE GROUND. FV1445'IT IS ON THE HIGHEST POINT OF THE KNOLL. FV1445' FV1445'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GREEN NO 1 1932, FV1445'CEMENTED IN A DRILL HOLE IN A 4 X 4 FOOT BOULDER PROJECTING FV1445'2 FEET ON THE EAST SIDE AND FLUSH ON THE WEST SIDE. IT IS ABOUT FV1445'5 FEET LOWER THAN THE STATION. FV1445' FV1445'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GREEN NO 2 1932, FV1445'CEMENTED IN A DRILL HOLE IN A 2 X 5 FOOT BOULDER PROJECTING FV1445'1 FOOT. IT IS ABOUT 3 FEET LOWER THAN THE STATION. FV1445' FV1445'AZIMUTH MARK IS A STANDARD DISK, STAMPED GREEN 1932 1962, FV1445'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING FV1445'4 INCHES. IT IS 134 FEET SOUTH OF THE CENTERLINE OF THE PAVED FV1445'ROAD, 116 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE NUMBER 89, FV1445'19 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH DIRT ROAD, FV1445'3.1 FEET SOUTH OF A WITNESS POST AND 1 FOOT EAST OF A FENCE. FV1445' FV1445'NO NOTICEABLE DISPLACEMENT OF ANY OF THE MARKS. FV1445 FV1445 STATION RECOVERY (1987) FV1445 FV1445'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (BG) FV1445'RECOVERED IN GOOD CONDITION. FV1445 FV1445 STATION RECOVERY (1991) FV1445 FV1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 FV1445'THE STATION IS LOCATED ABOUT 14 MI (22.5 KM) NORTH-NORTHEAST OF SAN FV1445'LUIS OBISPO, 8 MI (12.9 KM) SOUTHEAST OF CRESTON ON THE HIGHEST POINT FV1445'OF A LOW BRUSH COVERED KNOLL. OWNERSHIP--H.L. BEHLMAN JR. FV1445'TO REACH THE STATION FROM THE POST OFFICE IN SANTA MARGARITA, GO FV1445'EASTERLY ON THE MAIN STREET FOR 0.25 MI (0.40 KM) TO A SIDE ROAD FV1445'RIGHT. TURN RIGHT, SOUTHEAST AND EAST ON POZO ROAD FOR 1.5 MI FV1445'(2.4 KM) TO A FORK. TAKE THE LEFT FORK, PAVED ROAD FOR 2.35 MI FV1445'(3.78 KM) TO A FORK AT SIGN CRESTON 9. TAKE THE RIGHT FORK, PAVED FV1445'ROAD FOR 4.5 MI (7.2 KM) TO THE OAK CANYON RANCH ON THE LEFT. FV1445'CONTINUE AHEAD ON THE MAIN ROAD FOR 0.5 MI (0.8 KM) TO A SIDE ROAD FV1445'RIGHT AND THE AZIMUTH MARK ON THE RIGHT. CONTINUE ON THE PAVED ROAD FV1445'FOR 0.05 MI (0.08 KM) TO A DRIVEWAY LEFT AT SIGN HUFFMAN. TURN FV1445'LEFT, NORTHERLY ON RANCH ROAD FOR 0.1 MI (0.2 KM) TO A FORK. TAKE FV1445'THE RIGHT FORK, EASTERLY ON RANCH ROAD FOR 0.05 MI (0.08 KM) TO A FV1445'TRACK ROAD LEADING NORTH. TURN LEFT, NORTH ON TRACK ROAD FOR 0.3 MI FV1445'(0.5 KM) TO THE FIRST LOW KNOLL AND THE STATION ON THE HIGHEST POINT. FV1445'THE STATION IS A STANDARD CGS DISK CEMENTED IN A DRILL HOLE IN A 1 X 1 FV1445'FOOT BOULDER FLUSH WITH THE GROUND. FV1445 FV1445 STATION RECOVERY (1993) FV1445 FV1445'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF) FV1445'THE STATION IS LOCATED ABOUT 14 MI (22.53 KM) NNE OF SAN LUIS OBISPO, FV1445'8 MI (12.87 KM) SE OF CRESTON ON THE HIGHEST POINT OF A LOW KNOLL NEXT FV1445'TO A WATER TANK. THE MARK IS ON A RANCH OWNED BY MR. RUBEN DE LEON. FV1445'CALL MR. DE LEON BEFORE GOING TO THE STATION TO MAKE ARRANGEMENTS FOR FV1445'GETTING THROUGH LOCKED GATE. TELEPHONE NUMBER 805-438-3541. TO REACH FV1445'THE STATION FROM THE POST OFFICE IN SANTA MARGARITA, GO EAST ON THE FV1445'MAIN STREET (CA HWY 58) FOR 0.25 MI (0.40 KM) TO A SIDE ROAD RIGHT FV1445'THAT CROSSES THE RAILROAD TRACKS. TURN RIGHT, ON ESTRADA AVE (HWY 58) FV1445'AND PROCEED EASTERLY FOR 1.5 MI (2.41 KM) TO A FORK. TAKE THE LEFT FV1445'FORK (HWY 58)AND PROCEED FOR 22.35 MI (35.97 KM) TO A PAVED ROAD FV1445'RIGHT. TAKE RIGHT AND PROCEED ON PARK HILL ROAD FOR 4.6 MI (7.40 KM) FV1445'TO A DRIVEWAY AND ELECTRONIC GATE ON THE LEFT, AND SIGN FOR THE DE FV1445'LEON RANCH. TURN LE8FT AND PROCEED THROUGH GATE AND UP PAVED ROAD FOR FV1445'0.2 MI (0.32 KM) TO A DIRT ROAD ON RIGHT. TURN RIGHT AND PROCEED ON FV1445'DIRT ROAD FOR 0.3 MI (0.48 KM) TO T INTERSECTION. TURN LEFT AND FV1445'PROCEED ON DIRT ROAD FOR 0.25 MI (0.40 KM) TO A TRACK ROAD ON RIGHT. FV1445'TURN RIGHT AND PROCEED ON UP TRACK ROAD FOR 0.15 MI (0.24 KM) TO WATER FV1445'TANK AND STATION. THE STATION IS A STANDARD BRASS DISK STAMPED GREEN FV1445'1932 AND IS SET INTO A BOULDER THAT IS FLUSH WITH THE GROUND. THE FV1445'WATER TANK IS 1.2 M (3.94 FT) TO THE EAST OF THE STATION AND IT IS FV1445'PRESENTLY SILVER IN COLOR. THE STATION IS SUITABLE FOR GPS FV1445'OBSERVATIONS BY USING A 8 FT (2.44 M) TRIPOD. IF THERE HAS BEEN A LOT FV1445'OF RAIN THE LAST 0.15 MI (0.24 KM) WILL EITHER HAVE TO BE PACKED OR A FV1445'GOOD 4WD WILL BE NEEDED. FV1445 FV1445 STATION RECOVERY (1993) FV1445 FV1445'RECOVERY NOTE BY CALTRANS 1993 FV1445'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED. REFERENCE FV1445'MARK NO. 2 WAS DESTROYED BY CONSTRUCTION OF A STEEL WATER STORAGE FV1445'TANK. A COMPLETE NEW DESCRIPTION FOLLOWS. FV1445'$ FV1445'THE STATION IS LOCATED ADJACENT TO A SMALL STEEL WATER TANK ON THE FV1445'HIGHEST POINT OF A LOW BRUSH COVERED KNOLL, ABOUT 14 MI (22.5 KM) FV1445'NORTHEAST OF THE CITY OF SAN LUIS OBISPO AND ABOUT 14 MI (22.5 KM) FV1445'SOUTHEAST OF THE CITY OF ATASCADERO. FV1445'$ FV1445'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE FV1445'HIGHWAY 58, ABOUT 1 MI (1.6 KM) WEST OF THE TOWN OF SANTA MARGARITA, FV1445'GO EAST ON STATE HIGHWAY 58 (EL CAMINO REAL) FOR 1.65 MI (2.66 KM) TO FV1445'A SIDE ROAD RIGHT, ESTRADA AVENUE. TURN RIGHT AND GO SOUTHEAST ON FV1445'STATE HIGHWAY 58 (ESTRADA AVENUE) FOR 0.25 MI (0.40 KM) TO THE FV1445'INTERSECTION WITH J STREET. TURN LEFT AND GO EAST ON STATE HIGHWAY 58 FV1445'FOR 1.25 MI (2.01 KM) TO THE INTERSECTION WITH POZO ROAD. TURN LEFT FV1445'AND GO EAST ON STATE HIGHWAY 58 FOR 2.35 MI (3.78 KM) TO A SIDE ROAD FV1445'RIGHT, PARK HILL ROAD. TURN RIGHT AND GO SOUTHEAST ON PARK HILL ROAD FV1445'FOR 4.5 MI (7.2 KM) TO THE OAK CANYON RANCH ON THE LEFT. CONTINUE FV1445'SOUTHEAST ON PARK HILL ROAD FOR 0.5 MI (0.8 KM) TO A DIRT SIDE ROAD FV1445'RIGHT AND THE AZIMUTH MARK ON THE RIGHT. CONTINUE SOUTHEAST ON PARK FV1445'HILL ROAD FOR 0.05 MI (0.08 KM) TO A DRIVEWAY ON THE LEFT (4640, FV1445'4646, 4650, AND 4660 PARK HILL ROAD). TURN LEFT AND GO NORTHEAST ON FV1445'DIRT ROAD FOR 0.1 MI (0.2 KM) TO A LOCKED GATE. PASS THROUGH GATE AND FV1445'GO NORTH ON DIRT ROAD FOR 0.25 MI (0.40 KM) TO A TRACK ROAD ON THE FV1445'RIGHT. TURN RIGHT AND GO NORTHEAST ON TRACK ROAD, ALONG THE EAST SIDE FV1445'OF A SMALL HILL WITH SMALL STEEL WATER STORAGE TANK ON TOP, FOR 0.2 FV1445'MI (0.3 KM) TO AN OUTCROP OF BOULDERS. TURN LEFT AND FOLLOW THE FV1445'RIDGELINE SOUTHWESTERLY FOR 0.1 MI (0.2 KM) TO THE WATER TANK AND THE FV1445'STATION ON THE NORTH SIDE OF THE TANK. FV1445'$ FV1445'THE STATION IS 4.5 FT (1.4 M) NORTHWEST OF THE NORTHWEST SIDE OF A 8 FV1445'FT (2.4 M) HIGH BY 10 FT (3.0 M) DIAMETER GALVANIZED STEEL WATER FV1445'STORAGE TANK AND 2.8 FT (0.9 M) EAST OF A CARSONITE WITNESS POST. FV1445'$ FV1445'CONTACT RUBEN DELEON AT (805) 438-3541 OR (714) 997-9597 TO ARRANGE FV1445'ENTRY TO THE SITE. FV1445'$ FV1445'THE CONSTRUCTION OF THE STEEL WATER STORAGE TANK HAS MADE THIS STATION FV1445'UNSUITABLE FOR GPS OBSERVATIONS. FV1445 FV1445 STATION RECOVERY (1994) FV1445 FV1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) FV1445'THE STATION IS LOCATED ABOUT 33 KM (20.5 MI) NORTHEAST OF SAN LUIS FV1445'OBISPO, 10 KM (6.2 MI) EAST-NORTHEAST OF SANTA MARGARITA, ON THE FV1445'HIGHEST POINT OF A LOW BRUSH COVERED KNOLL ADJACENT TO A SMALL STEEL FV1445'WATER TANK. OWNERSHIP--RUBEN DE LEON, 4760 PARK HILL ROAD, SANTA FV1445'MARGARITA, CA 93453. PHONE 805-438-3541. CONTACT HIM IN ADVANCE FOR FV1445'PERMISSION AND ACCESS THROUGH THE LOCKED GATE (ELECTRONIC LOCK). TO FV1445'REACH FROM THE POST OFFICE IN SANTA MARGARITA, GO EAST ON STATE FV1445'HIGHWAY 58 (EL CAMINO REAL) FOR 0.4 KM (0.2 MI) TO A PAVED ROAD RIGHT. FV1445'TURN RIGHT, SOUTH, ON HIGHWAY 58 (ESTRADA AVENUE) FOR 2.41 KM (1.50 FV1445'MI) TO THE JUNCTION OF POZO ROAD. TURN LEFT, NORTHEAST, ON HIGHWAY 58 FV1445'FOR 3.86 KM (2.40 MI) TO A PAVED ROAD RIGHT (PARK HILL ROAD). TURN FV1445'RIGHT, SOUTH-SOUTHEAST, ON PARK HILL ROAD FOR 1.61 KM (1.00 MI) TO FV1445'FIRE STATION 40 ON THE LEFT. CONTINUE AHEAD, EASTERLY, ON PARK HILL FV1445'ROAD FOR 5.96 KM (3.70 MI) TO A PAVED ROAD LEFT (LE RUE DE LEON). FV1445'TURN LEFT, NORTH, FOR 20 M (65.6 FT) TO A LOCKED STEEL GATE. PASS FV1445'THROUGH GATE ON THE NARROW PAVED ROAD FOR 0.56 KM (0.35 MI) TO A DIRT FV1445'CROSSROAD WITH A GATE ON THE RIGHT AT THE TOP OF THE GRADE, JUST PAST FV1445'A TRAILER HOUSE ON THE RIGHT AND BEFORE A LARGE METAL BARN ON THE FV1445'LEFT. TURN RIGHT, NORTH, PASSING THROUGH GATE AND CIRCLING TO THE FV1445'SOUTH FOR 0.32 KM (0.20 MI) TO A DIRT T-INTERSECTION AFTER CROSSING A FV1445'DAM. TURN LEFT, NORTH-NORTHWEST, ON THE DIRT ROAD FOR 0.56 KM (0.35 FV1445'MI) TO A DIM TRAIL ROAD RIGHT. TURN RIGHT, SOUTHEASTERLY, ON THE TRAIL FV1445'ROAD FOR 0.24 KM (0.15 MI) TO A STEEL WATER TANK AND THE STATION ON FV1445'THE LEFT. NOTE--TO REACH A SECOND LOCKED GATE (STANDARD LOCK) FROM THE FV1445'PAVED ENTRANCE (LE RUE DE LEON) GO EASTERLY FOR 0.56 KM (0.35 MI) ON FV1445'PARK HILL ROAD TO A DIRT ROAD LEFT. TURN LEFT, NORTH, FOR 0.2 KM (0.1 FV1445'MI) TO A LOCKED GATE. PASS THROUGH GATE, NORTHERLY, FOR 0.4 KM (0.2 FV1445'MI) TO A TRACK ROAD RIGHT. PROCEED NORTHEASTERLY ON TRACK ROAD TO THE FV1445'EAST SIDE OF A SMALL STEEL WATER TANK ON TOP OF THE HILL 0.3 KM (0.2 FV1445'MI) TO AN OUTCROPPING OF BOULDERS. TURN LEFT AND FOLLOW THE RIDGE FOR FV1445'152 M (498.7 FT) TO THE WATER TANK. THE STATION IS ON THE NORTH SIDE FV1445'OF THE WATER TANK. *THIS PORTION DESCRIBED BY CALTRANS, TYPED BY FV1445'D.G.AUG. STATION IS SET IN THE TOP OF A 0.3 M (1.0 FT) X 0.4 M (1.3 FV1445'FT) EXPOSED BOULDER PROJECTING 10 CM. IT IS 12.3 M (40.4 FT) FV1445'WEST-SOUTHWEST OF RM 1, 1.4 M (4.6 FT) NORTHWEST OF A 2.1 M (6.9 FT) FV1445'TALL 5000 GALLON STEEL WATER TANK, AND 0.85 EAST OF A FIBERGLASS FV1445'WITNESS POST. DESCRIBED BY D.G. AUG FV1445 FV1445 STATION RECOVERY (1995) FV1445 FV1445'RECOVERY NOTE BY CALTRANS 1995 (EJS) FV1445'THE STATION WAS RECOVERED. A REVISED TO REACH FOLLOWS. TO REACH THE FV1445'STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE HIGHWAY 58, FV1445'ABOUT 1 MI (1.6 KM) WEST OF THE TOWN OF SANTA MARGARITA, GO EAST ON FV1445'STATE HIGHWAY 58 (EL CAMINO REAL) FOR 1.65 MI (2.66 KM) TO A SIDE ROAD FV1445'RIGHT, ESTRADA AVENUE. TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY FV1445'58 (ESTRADA AVENUE) FOR 0.25 MI (0.40 KM) TO THE INTERSECTION WITH J FV1445'STREET. TURN LEFT AND GO EAST ON STATE HIGHWAY 58 FOR 1.25 MI (2.01 FV1445'KM) TO THE INTERSECTION WITH POZO ROAD. TURN LEFT AND GO EAST ON FV1445'STATE HIGHWAY 58 FOR 2.35 MI (3.78 KM) TO A SIDE ROAD RIGHT, PARK HILL FV1445'ROAD. TURN RIGHT AND GO SOUTHEAST ON PARK HILL ROAD FOR 4.5 MI (7.2 FV1445'KM) TO THE OAK CANYON RANCH ON THE LEFT. CONTINUE SOUTHEAST ON PARK FV1445'HILL ROAD FOR 0.5 MI (0.8 KM) TO A DIRT SIDE ROAD RIGHT AND THE FV1445'AZIMUTH MARK ON THE RIGHT. CONTINUE SOUTHEAST ON PARK HILL ROAD FOR FV1445'0.05 MI (0.08 KM) TO A SIDE ROAD LEFT, LA ENTRADA ROAD. TURN LEFT AND FV1445'GO NORTHEAST ON DIRT ROAD FOR 0.1 MI (0.2 KM) TO A LOCKED GATE. PASS FV1445'THROUGH GATE AND GO NORTH ON DIRT ROAD FOR 0.25 MI (0.40 KM) TO A FV1445'TRACK ROAD ON THE RIGHT. TURN RIGHT AND GO NORTHEAST ON TRACK ROAD, FV1445'ALONG THE EAST SIDE OF SMALL HILL WITH A SMALL STEEL WATER STORAGE FV1445'TANK ON TOP, FOR 0.2 MI (0.3 KM) TO AN OUTCROP OF BOULDERS. TURN LEFT FV1445'AND FOLLOW THE RIDGELINE SOUTHWESTERLY FOR 0.1 MI (0.2 KM) TO THE FV1445'WATER TANK AND THE STATION ON THE NORTH SIDE OF THE TANK. FV1445 FV1445 STATION RECOVERY (2001) FV1445 FV1445'RECOVERY NOTE BY CALTRANS 2001 (TJR) FV1445'CONTACT RUBEN DELEON (805)438-3541 FOR ACCESS TO THE SITE. FV1445'PARK AT WINDMILL AND WALK THROUGH VINEYARD TO THE WATER TANK. FV1445'TRACK ROAD HAS BEEN REMOVED. FV1445 FV1445 STATION RECOVERY (2002) FV1445 FV1445'RECOVERY NOTE BY CALTRANS 2002 (REB) FV1445'CONTACT RUBEN DELEON FOR ACCESS TO SITE. FV1445'ENTER PROPERTY FROM GATE AT INTERSECTION OF PARK HILL RD. AND LE RUE FV1445'DE LEON RD. PARK AT WINDMILL AND WALK THROUGH VINEYARD TO STEEL WATER FV1445'TANK ON HILL. FV1445 FV1445 STATION RECOVERY (2003) FV1445 FV1445'RECOVERY NOTE BY CALTRANS 2003 FV1445'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 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) (06/24/96) GPS OBS FV1057 GEOID HEIGHT- -34.16 (meters) GEOID03 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 NGVD 29 superseded value. 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 GEOID03. FV1057 FV1057; North East Units Scale Factor 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! - Elev Factor x Scale Factor = Combined Factor FV1057!SPC CA 5 - 0.99991665 x 1.00002269 = 0.99993933 FV1057!UTM 10 - 0.99991665 x 1.00004345 = 0.99996009 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 H (08/05/94) 531.11 (m) GP(1991.35) 4 2 FV1057 NGVD 29 (07/01/04) 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 11, 2004 FV1057 FV1057 HISTORY - Date Condition Report By FV1057 HISTORY - 1975 MONUMENTED USGS FV1057 HISTORY - 19930505 GOOD CADT FV1057 HISTORY - 20040501 GOOD CADT FV1057 HISTORY - 20040511 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. FV1057 FV1057 STATION RECOVERY (2004) FV1057 FV1057'RECOVERY NOTE BY CALTRANS 2004 FV1057'RECOVERED IN GOOD CONDITION. FV1057 FV1057 STATION RECOVERY (2004) FV1057 FV1057'RECOVERY NOTE BY CALTRANS 2004 (NT) FV1057'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FU3826 *********************************************************************** FU3826 DESIGNATION - H FU3826 PID - FU3826 FU3826 STATE/COUNTY- CA/SAN LUIS OBISPO FU3826 USGS QUAD - TAYLOR CANYON (1988) FU3826 FU3826 *CURRENT SURVEY CONTROL FU3826 ___________________________________________________________________ FU3826* NAD 83(1992)- 35 03 36.08384(N) 119 57 34.84037(W) ADJUSTED FU3826* NAVD 88 - 474.8 (meters) 1558. (feet) GPS OBS FU3826 ___________________________________________________________________ FU3826 EPOCH DATE - 1991.35 FU3826 X - -2,610,296.451 (meters) COMP FU3826 Y - -4,528,523.069 (meters) COMP FU3826 Z - 3,643,573.043 (meters) COMP FU3826 LAPLACE CORR- 1.82 (seconds) DEFLEC99 FU3826 ELLIP HEIGHT- 441.06 (meters) (06/24/96) GPS OBS FU3826 GEOID HEIGHT- -33.82 (meters) GEOID03 FU3826 FU3826 HORZ ORDER - FIRST FU3826 ELLP ORDER - FOURTH CLASS I FU3826 FU3826.The horizontal coordinates were established by GPS observations FU3826.and adjusted by the National Geodetic Survey in June 1996. FU3826.The horizontal coordinates are valid at the epoch date displayed above. FU3826.The epoch date for horizontal control is a decimal equivalence FU3826.of Year/Month/Day. FU3826 FU3826.The orthometric height was determined by GPS observations and a FU3826.high-resolution geoid model. FU3826 FU3826.The X, Y, and Z were computed from the position and the ellipsoidal ht. FU3826 FU3826.The Laplace correction was computed from DEFLEC99 derived deflections. FU3826 FU3826.The ellipsoidal height was determined by GPS observations FU3826.and is referenced to NAD 83. FU3826 FU3826.The geoid height was determined by GEOID03. FU3826 FU3826; North East Units Scale Factor Converg. FU3826;SPC CA 5 - 674,789.510 1,821,257.982 MT 0.99993662 -1 07 01.3 FU3826;SPC CA 5 - 2,213,871.92 5,975,243.90 sFT 0.99993662 -1 07 01.3 FU3826;UTM 11 - 3,883,706.220 230,080.715 MT 1.00049801 -1 42 04.2 FU3826;UTM 10 - 3,883,927.703 777,276.282 MT 1.00054764 +1 44 51.3 FU3826 FU3826! - Elev Factor x Scale Factor = Combined Factor FU3826!SPC CA 5 - 0.99993077 x 0.99993662 = 0.99986740 FU3826!UTM 11 - 0.99993077 x 1.00049801 = 1.00042875 FU3826!UTM 10 - 0.99993077 x 1.00054764 = 1.00047838 FU3826 FU3826 SUPERSEDED SURVEY CONTROL FU3826 FU3826 NAD 83(1992)- 35 03 36.08389(N) 119 57 34.84040(W) AD(1991.35) 1 FU3826 ELLIP H (08/05/94) 441.06 (m) GP(1991.35) 4 2 FU3826 FU3826.Superseded values are not recommended for survey control. FU3826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3826.See file dsdata.txt to determine how the superseded data were derived. FU3826 FU3826_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU3008183706(NAD 83) FU3826_MARKER: DD = SURVEY DISK FU3826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3826_STAMPING: H FU3826_MARK LOGO: CADH FU3826_MAGNETIC: N = NO MAGNETIC MATERIAL FU3826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3826+STABILITY: SURFACE MOTION FU3826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FU3826+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2004 FU3826 FU3826 HISTORY - Date Condition Report By FU3826 HISTORY - 1967 MONUMENTED CADT FU3826 HISTORY - 19930505 GOOD CADT FU3826 HISTORY - 19970321 GOOD USPSQD FU3826 HISTORY - 20040515 GOOD CADT FU3826 FU3826 STATION DESCRIPTION FU3826 FU3826'DESCRIBED BY CALTRANS 1993 FU3826'THE STATION IS LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 166, ABOUT FU3826'36 MI (57.9 KM) EAST OF THE CITY OF ARROYO GRANDE, ABOUT 28 MI FU3826'(45.1 KM) EAST-NORTHEAST OF THE CITY OF SANTA MARIA AND ABOUT 20 MI FU3826'(32.2 KM) WEST OF THE TOWN OF CUYAMA. FU3826'$ FU3826'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE FU3826'HIGHWAY 166, ABOUT 3 MI (4.8 KM) NORTH OF SANTA MARIA, GO EAST ON FU3826'STATE HIGHWAY 166 FOR 14.0 MI (22.5 KM) TO THE CUYAMA RIVER BRIDGE FU3826'(NO. 49-180). CONTINUE EAST ON STATE HIGHWAY 166 FOR 12.1 MI FU3826'(19.5 KM) TO ANOTHER CUYAMA RIVER BRIDGE (NO. 51-41). CONTINUE EAST FU3826'ON STATE HIGHWAY 166 FOR 8.15 MI (13.12 KM) TO THE STATION ON THE FU3826'RIGHT AT POST MILE 46.60. THE STATION IS 0.3 MI (0.5 KM) WEST OF THE FU3826'ENTRANCE GATE FOR SPANISH RANCH. A DIRT SHOULDER ADJACENT TO THE FU3826'STATION PROVIDES ADEQUATE PARKING. FU3826'$ FU3826'THE STATION IS A 2.5 INCH DISK SET IN CONCRETE, 47 FT (14.3 M) EAST OF FU3826'A TELEPHONE SPLICE BOX, 28.5 FT (8.7 M) SOUTH OF THE CENTERLINE OF FU3826'STATE HIGHWAY 166, 1.4 FT (0.4 M) NORTH OF A 4 STRAND BARBED WIRE R/W FU3826'FENCE, 1.2 FT (0.4 M) NORTH OF A CARSONITE WITNESS POST, AND ABOUT 1 FU3826'FT (0.3 M) HIGHER THAN THE HIGHWAY. FU3826'$ FU3826'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FU3826'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF FU3826'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN FU3826'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO FU3826'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN FU3826'SAN LUIS OBISPO AT (805) 549-3152. FU3826 FU3826 STATION RECOVERY (1997) FU3826 FU3826'RECOVERY NOTE BY US POWER SQUADRON 1997 FU3826'RECOVERED IN GOOD CONDITION. FU3826 FU3826 STATION RECOVERY (2004) FU3826 FU3826'RECOVERY NOTE BY CALTRANS 2004 (NT) FU3826'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 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 05. (N) 119 58 53. (W) SCALED AA4342* NAVD 88 - 625.17 (+/-2cm) 2051.1 (feet) VERTCON AA4342 ___________________________________________________________________ AA4342 GEOID HEIGHT- -33.84 (meters) GEOID03 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 NGVD 29 superseded value. AA4342 AA4342.The geoid height was determined by GEOID03. AA4342 AA4342; North East Units Estimated Accuracy AA4342;SPC CA 5 - 707,150. 1,819,920. MT (+/- 180 meters Scaled) AA4342 AA4342 SUPERSEDED SURVEY CONTROL AA4342 AA4342 NGVD 29 (07/01/04) 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 = AUGUST 12, 2004 FV1002 *********************************************************************** FV1002 DESIGNATION - HIWAY FV1002 PID - FV1002 FV1002 STATE/COUNTY- CA/SAN LUIS OBISPO FV1002 USGS QUAD - PIEDRAS BLANCAS (1976) FV1002 FV1002 *CURRENT SURVEY CONTROL FV1002 ___________________________________________________________________ FV1002* NAD 83(1992)- 35 40 45.85932(N) 121 17 12.24160(W) ADJUSTED FV1002* NAVD 88 - 12.551 (meters) 41.18 (feet) ADJUSTED FV1002 ___________________________________________________________________ FV1002 EPOCH DATE - 1991.35 FV1002 X - -2,693,620.032 (meters) COMP FV1002 Y - -4,432,538.320 (meters) COMP FV1002 Z - 3,699,342.080 (meters) COMP FV1002 LAPLACE CORR- 8.38 (seconds) DEFLEC99 FV1002 ELLIP HEIGHT- -22.24 (meters) (06/24/96) GPS OBS FV1002 GEOID HEIGHT- -34.79 (meters) GEOID03 FV1002 DYNAMIC HT - 12.540 (meters) 41.14 (feet) COMP FV1002 MODELED GRAV- 979,813.3 (mgal) NAVD 88 FV1002 FV1002 HORZ ORDER - FIRST FV1002 VERT ORDER - FIRST CLASS I FV1002 ELLP ORDER - FOURTH CLASS I FV1002 FV1002.The horizontal coordinates were established by GPS observations FV1002.and adjusted by the National Geodetic Survey in June 1996. FV1002.The horizontal coordinates are valid at the epoch date displayed above. FV1002.The epoch date for horizontal control is a decimal equivalence FV1002.of Year/Month/Day. FV1002 FV1002.The orthometric height was determined by differential leveling FV1002.and adjusted by the National Geodetic Survey in June 1991. FV1002 FV1002.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV1002 FV1002.The Laplace correction was computed from DEFLEC99 derived deflections. FV1002 FV1002.The ellipsoidal height was determined by GPS observations FV1002.and is referenced to NAD 83. FV1002 FV1002.The geoid height was determined by GEOID03. FV1002 FV1002.The dynamic height is computed by dividing the NAVD 88 FV1002.geopotential number by the normal gravity value computed on the FV1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV1002.degrees latitude (g = 980.6199 gals.). FV1002 FV1002.The modeled gravity was interpolated from observed gravity values. FV1002 FV1002; North East Units Scale Factor Converg. FV1002;SPC CA 5 - 746,629.207 1,702,498.337 MT 1.00005330 -1 52 24.5 FV1002;SPC CA 5 - 2,449,565.99 5,585,613.29 sFT 1.00005330 -1 52 24.5 FV1002;SPC CA 4 - 540,866.282 1,792,992.199 MT 1.00007605 -1 21 51.2 FV1002;SPC CA 4 - 1,774,492.13 5,882,508.57 sFT 1.00007605 -1 21 51.2 FV1002;UTM 10 - 3,949,743.012 655,042.615 MT 0.99989622 +0 59 58.1 FV1002 FV1002! - Elev Factor x Scale Factor = Combined Factor FV1002!SPC CA 5 - 1.00000349 x 1.00005330 = 1.00005679 FV1002!SPC CA 4 - 1.00000349 x 1.00007605 = 1.00007954 FV1002!UTM 10 - 1.00000349 x 0.99989622 = 0.99989971 FV1002 FV1002: Primary Azimuth Mark Grid Az FV1002:SPC CA 5 - ARROYO 037 14 25.2 FV1002:SPC CA 4 - ARROYO 036 43 51.9 FV1002:UTM 10 - ARROYO 034 22 02.6 FV1002 FV1002|---------------------------------------------------------------------| FV1002| PID Reference Object Distance Geod. Az | FV1002| dddmmss.s | FV1002| FV1897 EVANS WATER TANK APPROX. 0.9 KM 0252251.8 | FV1002| FV1883 ARROYO APPROX. 5.3 KM 0352200.7 | FV1002| FV1864 GARRITY PEAK APPROX. 8.2 KM 0571041.5 | FV1002| DA7006 HIWAY RM 1 7.410 METERS 07935 | FV1002| FV1873 HEARST CASTLE NORTH TOWER APPROX.10.8 KM 0862759.5 | FV1002| FV1874 HEARST CASTLE SOUTH TOWER APPROX.10.8 KM 0863403.5 | FV1002| DA7007 HIWAY RM 2 26.980 METERS 15144 | FV1002| FV1903 LARGE ROCK OFF LIGHTHOUSE APPROX. 1.6 KM 1860512.9 | FV1002| FV1884 LA CRUZ ROCK APPROX. 3.9 KM 3222448.5 | FV1002|---------------------------------------------------------------------| FV1002 FV1002 SUPERSEDED SURVEY CONTROL FV1002 FV1002 NAD 83(1992)- 35 40 45.85928(N) 121 17 12.24156(W) AD(1991.35) 1 FV1002 ELLIP H (08/05/94) -22.24 (m) GP(1991.35) 4 2 FV1002 NAD 83(1992)- 35 40 45.86239(N) 121 17 12.22116(W) AD(1991.35) 2 FV1002 NAD 83(1986)- 35 40 45.84713(N) 121 17 12.23636(W) AD(1984.00) 2 FV1002 NAD 27 - 35 40 45.95600(N) 121 17 08.51100(W) AD( ) 2 FV1002 NGVD 29 (10/21/93) 11.714 (m) 38.43 (f) ADJUSTED 1 1 FV1002 FV1002.Superseded values are not recommended for survey control. FV1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1002.See file dsdata.txt to determine how the superseded data were derived. FV1002 FV1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE5504349743(NAD 83) FV1002_MARKER: DS = TRIANGULATION STATION DISK FV1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV1002_STAMPING: HIWAY 1932 FV1002_MARK LOGO: CGS FV1002_MAGNETIC: N = NO MAGNETIC MATERIAL FV1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV1002+STABILITY: SURFACE MOTION FV1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV1002+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2004 FV1002 FV1002 HISTORY - Date Condition Report By FV1002 HISTORY - 1932 MONUMENTED CGS FV1002 HISTORY - 1933 SEE DESCRIPTION CGS FV1002 HISTORY - 1934 SEE DESCRIPTION CGS FV1002 HISTORY - 1943 GOOD NGS FV1002 HISTORY - 1962 SEE DESCRIPTION CGS FV1002 HISTORY - 1963 SEE DESCRIPTION CGS FV1002 HISTORY - 1963 GOOD NGS FV1002 HISTORY - 1972 SEE DESCRIPTION CASLC FV1002 HISTORY - 1977 GOOD NGS FV1002 HISTORY - 19930510 GOOD CADT FV1002 HISTORY - 20040501 GOOD CADT FV1002 HISTORY - 20040505 GOOD CADT FV1002 FV1002 STATION DESCRIPTION FV1002 FV1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CP) FV1002'STATION IS 6.2 MILES N OF SAN SIMEON ALONG COAST HIGHWAY, 0.8 FV1002'MILE N OF PIEDRAS BLANCAS LIGHTHOUSE, ABOUT 19 METERS E OF FV1002'BLUFF LINE, WHICH IS STORM-WATER LINE, 24 FEET W OF WIRE FV1002'FENCE, AND 50 FEET W OF CENTER LINE OF COAST HIGHWAY. FV1002' FV1002'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE FV1002'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A. FV1002 FV1002 STATION RECOVERY (1933) FV1002 FV1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (FLP) FV1002'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION. DESCRIPTION FV1002'ADEQUATE. A LARGE HYDROGRAPHIC SIGNAL WAS BUILT OVER STATION. FV1002 FV1002 STATION RECOVERY (1934) FV1002 FV1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (FHH) FV1002'THIS STATION IS ABOUT 1 MILE N FROM PIEDRAS BLANCAS LIGHTHOUSE FV1002'ABOUT 400 METERS N FROM FIRST SMALL POINT MAKING OUT TO SEAWARD FV1002'FROM THE LIGHTHOUSE, ABOUT 20 METERS E OF BLUFF LINE, ABOUT FV1002'10 METERS W FROM COAST HIGHWAY. FV1002' FV1002'TO REACH STATION FROM SAN SIMEON DRIVE N ALONG COAST HIGHWAY FV1002'FOR 6.2 MILES. STATION IS VISIBLE FROM HIGHWAY. FV1002 FV1002 STATION RECOVERY (1943) FV1002 FV1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943 FV1002'6.7 MI NW FROM SAN SIMEON. FV1002'6.7 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE BRIDGE OVER FV1002'ARROYO DEL PUERTO AT SAN SIMEON, SAN LUIS OBISPO COUNTY, ON THE FV1002'OUTSIDE OF A CURVE, 60 FEET WEST OF THE CENTERLINE OF THE FV1002'HIGHWAY, AND 31 FEET NORTHWEST OF TELEPHONE POLE 1606. A FV1002'STANDARD TRIANGULATION-STATION DISK, STAMPED HIWAY 1932 AND SET FV1002'IN THE TOP OF A CONCRETE POST. FV1002 FV1002 STATION RECOVERY (1962) FV1002 FV1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WWH) FV1002'MONUMENTS CARRYING STATION AND REFERENCE MARKS RECOVERED, FV1002'IN GOOD CONDITION, IN 10-INCH SQUARE TOPPED CONCRETE POSTS, FV1002'STAMPED HIWAY 1932 WITH REFERENCE MARKS FURTHER STAMPED FV1002'NO 1 AND NO 2 RESPECTIVELY. STATION MARK, PROJECTING 4-INCHES, FV1002'IS 25 FEET WEST FROM FENCE, 60 FEET EAST FROM EDGE OF OCEAN FV1002'BLUFF, REFERENCE MARKS ARE AT THE FENCE LINE OF HIGHWAY R/W FV1002'AND NORMALLY WILL BE BURIED 4 TO 6 INCHES BELOW SURFACE. FV1002'SPIRIT LEVEL ELEVATION OF THE STATION MARK DISK IS 38.514 FV1002'FEET (11.739 METERS). FV1002 FV1002 STATION RECOVERY (1963) FV1002 FV1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JDC) FV1002'STATION FOUND IN GOOD CONDITION AND AS DESCRIBED. FV1002 FV1002 STATION RECOVERY (1963) FV1002 FV1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 FV1002'RECOVERED IN GOOD CONDITION. FV1002 FV1002 STATION RECOVERY (1972) FV1002 FV1002'RECOVERY NOTE BY CALIFORNIA STATE LANDS COMMISSION 1972 (LW) FV1002'STATION FOUND IN GOOD CONDITION FV1002 FV1002 STATION RECOVERY (1977) FV1002 FV1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 FV1002'RECOVERED IN GOOD CONDITION. FV1002 FV1002 STATION RECOVERY (1993) FV1002 FV1002'RECOVERY NOTE BY CALTRANS 1993 FV1002'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED. A FV1002'COMPLETE NEW DESCRIPTION FOLLOWS. FV1002'$ FV1002'THE STATION IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY 1, ABOUT 33 FV1002'MI (53.1 KM) NORTHWEST OF THE CITY OF MORRO BAY, ABOUT 9 MI FV1002'(14.5 KM) SOUTH OF THE MONTEREY/SAN LUIS OBISPO COUNTY LINE, ABOUT 6 FV1002'MI (9.7 KM) NORTHWEST OF THE ENTRANCE TO THE HEARST CASTLE VISITORS FV1002'CENTER AT SAN SIMEON AND ABOUT 1 MI (1.6 KM) NORTH OF THE PIEDRAS FV1002'BLANCAS LIGHTHOUSE. FV1002'$ FV1002'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 46, FV1002'ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF THE TOWN OF CAMBRIA, GO NORTH ON FV1002'STATE HIGHWAY 1 FOR 7.23 MI (11.64 KM) TO A SIDE ROAD RIGHT, SAN FV1002'SIMEON CREEK ROAD. CONTINUE NORTH ON STATE HIGHWAY 1 FOR 10.6 MI FV1002'(17.1 KM) TO A SIDE ROAD LEFT, THE ENTRANCE ROAD TO THE PIEDRAS FV1002'BLANCAS LIGHTHOUSE. CONTINUE NORTH ON STATE HIGHWAY 1 FOR 0.8 MI FV1002'(1.3 KM) TO THE STATION ON THE LEFT AT POST MILE 64.55. A DIRT FV1002'SHOULDER ADJACENT TO THE STATION PROVIDES ADEQUATE PARKING. FV1002'$ FV1002'THE STATION IS 60 FT (18.3 M) WEST OF THE CENTERLINE OF STATE HIGHWAY FV1002'1, 25 FT (7.6 M) WEST OF A 5 STRAND BARBED WIRE R/W FENCE, 2.5 FT FV1002'(0.8 M) WEST OF A METAL WITNESS POST, 2.0 FT (0.6 M) EAST OF A FV1002'CARSONITE WITNESS POST, AND ABOUT 1 FT (0.3 M) LOWER THAN THE FV1002'HIGHWAY. FV1002'$ FV1002'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV1002'SURVEY. FV1002 FV1002 STATION RECOVERY (2004) FV1002 FV1002'RECOVERY NOTE BY CALTRANS 2004 FV1002'RECOVERED IN GOOD CONDITION. FV1002 FV1002 STATION RECOVERY (2004) FV1002 FV1002'RECOVERY NOTE BY CALTRANS 2004 (NT) FV1002'HIGHWAY RE-ALIGNMENT- REVISED DESCRIPTION, FV1002'*TO THE STATION ON THE LEFT AT POST MILE 64.55* A DIRT SHOULDER FV1002'200FT.(61M) N'LY OF THE STATION PROVIDES ADEQUATE PARKING. THE STATION FV1002'IS 262 FT(80M) WEST OF CENTER-LINE OF HIGHWAY. 232 FT (71M) WEST OF A FV1002'5 STRAND BARBED WIRE FENCE, 2FT(0.6M) EAST OF A CARSONITE POST,10FT FV1002'(3M) E'LY OF CLIFF AND 8FT (2.4M) ABOVE THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FV2048 *********************************************************************** FV2048 DESIGNATION - HPGN CA 05 05 FV2048 PID - FV2048 FV2048 STATE/COUNTY- CA/SAN LUIS OBISPO FV2048 USGS QUAD - OCEANO (1994) FV2048 FV2048 *CURRENT SURVEY CONTROL FV2048 ___________________________________________________________________ FV2048* NAD 83(1992)- 35 05 03.22668(N) 120 35 03.12870(W) ADJUSTED FV2048* NAVD 88 - 67.31 (meters) 220.8 (feet) LEVELING FV2048 ___________________________________________________________________ FV2048 EPOCH DATE - 1991.35 FV2048 X - -2,658,545.904 (meters) COMP FV2048 Y - -4,498,185.766 (meters) COMP FV2048 Z - 3,645,536.047 (meters) COMP FV2048 LAPLACE CORR- 2.69 (seconds) DEFLEC99 FV2048 ELLIP HEIGHT- 32.14 (meters) (11/17/92) GPS OBS FV2048 GEOID HEIGHT- -35.19 (meters) GEOID03 FV2048 FV2048 HORZ ORDER - B FV2048 VERT ORDER - THIRD ? FV2048 ELLP ORDER - FIFTH CLASS I FV2048 FV2048.The horizontal coordinates were established by GPS observations FV2048.and adjusted by the National Geodetic Survey in May 1992. FV2048.The horizontal coordinates are valid at the epoch date displayed above. FV2048.The epoch date for horizontal control is a decimal equivalence FV2048.of Year/Month/Day. FV2048 FV2048.The orthometric height was determined by differential leveling. FV2048.The vertical network tie was performed by a horz. field party for horz. FV2048.obs reductions. Reset procedures were used to establish the elevation. FV2048 FV2048.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV2048 FV2048.The Laplace correction was computed from DEFLEC99 derived deflections. FV2048 FV2048.The ellipsoidal height was determined by GPS observations FV2048.and is referenced to NAD 83. FV2048 FV2048.The geoid height was determined by GEOID03. FV2048 FV2048; North East Units Scale Factor Converg. FV2048;SPC CA 5 - 678,761.431 1,764,375.227 MT 0.99993898 -1 28 22.9 FV2048;SPC CA 5 - 2,226,903.13 5,788,621.06 sFT 0.99993898 -1 28 22.9 FV2048;UTM 10 - 3,885,053.567 720,241.714 MT 1.00019785 +1 23 20.8 FV2048 FV2048! - Elev Factor x Scale Factor = Combined Factor FV2048!SPC CA 5 - 0.99999496 x 0.99993898 = 0.99993394 FV2048!UTM 10 - 0.99999496 x 1.00019785 = 1.00019280 FV2048 FV2048 SUPERSEDED SURVEY CONTROL FV2048 FV2048 NAD 83(1986)- 35 05 03.22862(N) 120 35 03.11725(W) AD(1984.00) 1 FV2048 ELLIP H (05/15/92) 32.14 (m) GP(1991.35) 4 2 FV2048 NGVD 29 (10/13/92) 66.47 (m) 218.1 (f) LEVELING 3 FV2048 FV2048.Superseded values are not recommended for survey control. FV2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2048.See file dsdata.txt to determine how the superseded data were derived. FV2048 FV2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD2024285054(NAD 83) FV2048_MARKER: DD = SURVEY DISK FV2048_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) FV2048_STAMPING: HPGN CALIF STA 05 05 1990 FV2048_MARK LOGO: CADT FV2048_PROJECTION: FLUSH FV2048_MAGNETIC: N = NO MAGNETIC MATERIAL FV2048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2048+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2004 FV2048_ROD/PIPE-DEPTH: 5.5 meters FV2048 FV2048 HISTORY - Date Condition Report By FV2048 HISTORY - 1990 MONUMENTED CADT FV2048 HISTORY - 19910430 GOOD NGS FV2048 HISTORY - 19920504 GOOD NGS FV2048 HISTORY - 19930326 GOOD NOS FV2048 HISTORY - 19930505 GOOD CADT FV2048 HISTORY - 19940217 GOOD NGS FV2048 HISTORY - 20010328 GOOD CADT FV2048 HISTORY - 20020503 GOOD CADT FV2048 HISTORY - 20030204 GOOD CADT FV2048 HISTORY - 20030328 GOOD CADT FV2048 HISTORY - 20040404 GOOD CADT FV2048 HISTORY - 20040501 GOOD CADT FV2048 FV2048 STATION DESCRIPTION FV2048 FV2048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 FV2048'THE STATION IS LOCATED ABOUT 18 MI (29.0 KM) SOUTH OF SAN LUIS OBISPO. FV2048'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1 AND VALLEY FV2048'ROAD, ABOUT 1.25 MI (2.01 KM) SOUTHEAST OF OCEANO, GO SOUTHERLY ON FV2048'HIGHWAY 1 FOR 1.05 MI (1.69 KM) TO THE STATION ON THE RIGHT. FV2048'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM FV2048'ACCESS COVER. LOCATED 144 FT (43.9 M) NORTHERLY FROM CURVE 35 MPH FV2048'SIGN, 108 FT (32.9 M) SOUTHWESTERLY FROM THE SOUTHERLY END OF AN AC FV2048'DIKE AT NORTHBOUND LANE, 36 FT (11.0 M) WESTERLY FROM THE CENTERLINE FV2048'OF HIGHWAY 1, 2.5 FT (0.8 M) EASTERLY FROM A WIRE FENCE AND 1.65 FT FV2048'(0.50 M) EAST OF A FIBERGLASS WITNESS POST. FV2048'THE STATION IS ADJACENT TO AMPLE, SAFE PARKING AREA. FV2048 FV2048 STATION RECOVERY (1992) FV2048 FV2048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 FV2048'STATION IS LOCATED ABOUT 6 KM (3.7 MI) SOUTH OF ARROYO GRANDE, 4 KM FV2048'(2.5 MI) SOUTHEAST OF OCEANO, ALONG STATE HIGHWAY 1, ON THE FV2048'RIGHT-OF-WAY, IN HIGH WEEDS, ADJACENT TO A PASTURE. FV2048'OWNERSHIP--CALIFORNIA DEPARTMENT OF TRANSPORTATION. FV2048'TO REACH FROM THE CENTER OF THE STATE HIGHWAY 1 RAILROAD OVERPASS ON FV2048'THE NORTH SIDE OF OCEANO, GO SOUTH THROUGH TOWN ON HIGHWAY 1 FOR 2.63 FV2048'KM (1.63 MI) TO A PAVED ROAD LEFT AT ARROYO GRANDE CREEK BRIDGE FV2048'(HALCYON ROAD). CONTINUE AHEAD FOR 2.31 KM (1.44 MI) TO TOP OF LONG FV2048'GRADE. CONTINUE AHEAD FOR 0.30 KM (0.19 MI) TO THE STATION ON THE FV2048'RIGHT ALONG A SHORT STRAIGHT SECTION OF HIGHWAY. FV2048'STATION MARK IS A DISK ON A ROD ENCASED IN A PVC PIPE WITH LOGO CAP FV2048'SET IN A CONCRETE POST FLUSH WITH THE GROUND. IT IS 10.9 M FV2048'(35.8 FT) WEST OF AND SLIGHTLY HIGHER THAN THE HIGHWAY CENTER, 43.8 M FV2048'(143.7 FT) NORTH OF HIGHWAY SIGN 35 MPH , 0.9 M (3.0 FT) EAST OF A FV2048'WIRE FENCE, 0.6 M (2.0 FT) EAST OF A FIBERGLASS WITNESS POST, 26.9 M FV2048'(88.3 FT) SOUTHWEST OF A UTILITY POLE ACROSS THE HIGHWAY, 19.9 M FV2048'(65.3 FT) SOUTHWEST OF A LARGE WHITE X PAINTED ON THE HIGHWAY FV2048'CENTERLINE AND 8 M (26.2 FT) SOUTH OF THE SOUTH EDGE OF PATCH OF ICE FV2048'PLANTS. FV2048 FV2048 STATION RECOVERY (1993) FV2048 FV2048'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF) FV2048'RECOVERED AS DESCRIBED. FV2048 FV2048 STATION RECOVERY (1993) FV2048 FV2048'RECOVERY NOTE BY CALTRANS 1993 FV2048'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. FV2048'$ FV2048'THE STATION IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY 1, ABOUT 14 FV2048'MI (22.5 KM) SOUTH OF THE CITY OF SAN LUIS OBISPO, ABOUT 5 MI FV2048'(8.0 KM) SOUTHEAST OF THE CITY OF PISMO BEACH AND ABOUT 2 MI FV2048'(3.2 KM) SOUTH OF THE CITY OF ARROYO GRANDE. FV2048'$ FV2048'TO REACH THE STATION FROM U.S. HIGHWAY 101 AND STATE HIGHWAY 227 FV2048'(GRAND AVENUE) INTERCHANGE IN THE CITY OF ARROYO GRANDE, GO SOUTH ON FV2048'U.S. HIGHWAY 101 FOR 0.22 MI (0.35 KM) TO THE FAIR OAKS AVENUE EXIT. FV2048'TAKE THE EXIT SOUTH TO THE INTERSECTION WITH FAIR OAKS AVENUE. TURN FV2048'RIGHT AND GO WEST ON FAIR OAKS AVENUE FOR 0.32 MI (0.51 KM) TO A SIDE FV2048'ROAD LEFT, VALLEY ROAD. TURN LEFT AND GO SOUTH ON VALLEY ROAD FOR FV2048'1.32 MI (2.12 KM) TO THE T-INTERSECTION WITH STATE HIGHWAY 1. TURN FV2048'LEFT AND GO SOUTH ON STATE HIGHWAY 1 FOR 1.02 MI (1.64 KM) TO THE FV2048'STATION ON THE RIGHT AT POST MILE 9.28. FV2048'$ FV2048'THE STATION IS 144 FT (43.9 M) NORTH OF A CURVE 35 MPH WARNING SIGN, FV2048'108 FT (32.9 M) SOUTHWEST OF THE SOUTH END OF AN AC DIKE ALONG THE FV2048'NORTHBOUND LANES OF HIGHWAY 1, 36 FT (11.0 M) WEST OF THE CENTERLINE FV2048'OF HIGHWAY 1, 2.5 FT (0.8 M) EAST OF A HOG AND SINGLE STRAND BARBED FV2048'WIRE FENCE, 1.8 FT (0.5 M) EAST OF A CARSONITE WITNESS POST AND ABOUT FV2048'1 FT (0.3 M) HIGHER THAN THE HIGHWAY. FV2048 FV2048 STATION RECOVERY (1994) FV2048 FV2048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) FV2048'THE STATION IS LOCATED ABOUT 6 KM (3.7 MI) SOUTH OF ARROY GRANDE, 4 KM FV2048'(2.5 MI) SOUTHEAST OF OCEANO, AND ALONG STATE HIGHWAY 1 IN HIGH WEEDS, FV2048'ADJACENT TO A PASTURE. OWNERSHIP--CALIFORNIA DEPARTMENT OF FV2048'TRANSPORTATION. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 1 AND FV2048'HALCYON ROAD, AT ARROYO GRANDE CREEK BRIDGE SOUTH OF ARROYO GRANDE, GO FV2048'EAST, THEN SOUTH ON HIGHWAY 1 FOR 2.3 KM (1.4 MI) TO THE TOP OF A LONG FV2048'GRADE. CONTINUE AHEAD, SOUTH, ON HIGHWAY 1 FOR 0.3 KM (0.2 MI) TO THE FV2048'STATION ON THE RIGHT ALONG A SHORT, STRAIGHT SECTION OF HIGHWAY. FV2048'STATION MARK IS A CADT SURVEY DISK SET ATOP AN ALUMINUM ALLOY ROD FV2048'ENCASED IN A PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH FV2048'WITH THE GROUND. IT IS 10.9 M (35.8 FT) WEST OF, AND SLIGHTLY HIGHER FV2048'THAN THE CENTER OF HIGHWAY 1, 44.1 M (144.7 FT) NORTH-NORTHWEST OF FV2048'HIGHWAY SIGN 35 MPH, 26.9 M (88.3 FT) SOUTHWEST OF, AND ACROSS THE FV2048'HIGHWAY FROM A UTILITY POLE, 1.6 M (5.2 FT) NORTH-NORTHEAST OF A FV2048'WOODEN FENCE POST, AND 0.5 M (1.6 FT) EAST OF A FIBERGLASS WITNESS FV2048'POST IN A FALLEN FENCE LINE. DESCRIBED BY D.G. AUG FV2048 FV2048 STATION RECOVERY (2001) FV2048 FV2048'RECOVERY NOTE BY CALTRANS 2001 (TJR) FV2048'RECOVERED IN GOOD CONDITION. FV2048 FV2048 STATION RECOVERY (2002) FV2048 FV2048'RECOVERY NOTE BY CALTRANS 2002 (TJR) FV2048'RECOVERED IN GOOD CONDITION. FV2048 FV2048 STATION RECOVERY (2003) FV2048 FV2048'RECOVERY NOTE BY CALTRANS 2003 FV2048'RECOVERED IN GOOD CONDITION. FV2048 FV2048 STATION RECOVERY (2003) FV2048 FV2048'RECOVERY NOTE BY CALTRANS 2003 (TJR) FV2048'RECOVERED IN GOOD CONDITION. FV2048 FV2048 STATION RECOVERY (2004) FV2048 FV2048'RECOVERY NOTE BY CALTRANS 2004 (NT) FV2048'RECOVERED IN GOOD CONDITION. FV2048 FV2048 STATION RECOVERY (2004) FV2048 FV2048'RECOVERY NOTE BY CALTRANS 2004 FV2048'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FV2049 *********************************************************************** FV2049 DESIGNATION - HPGN CA 05 06 FV2049 PID - FV2049 FV2049 STATE/COUNTY- CA/SAN LUIS OBISPO FV2049 USGS QUAD - CAMATTA RANCH (1966) FV2049 FV2049 *CURRENT SURVEY CONTROL FV2049 ___________________________________________________________________ FV2049* NAD 83(1992)- 35 26 32.53673(N) 120 18 39.57384(W) ADJUSTED FV2049* NAVD 88 - 496.6 (meters) 1629. (feet) GPS OBS FV2049 ___________________________________________________________________ FV2049 EPOCH DATE - 1991.35 FV2049 X - -2,625,665.953 (meters) COMP FV2049 Y - -4,491,310.379 (meters) COMP FV2049 Z - 3,678,229.097 (meters) COMP FV2049 LAPLACE CORR- -0.30 (seconds) DEFLEC99 FV2049 ELLIP HEIGHT- 462.72 (meters) (05/15/92) GPS OBS FV2049 GEOID HEIGHT- -33.78 (meters) GEOID03 FV2049 FV2049 HORZ ORDER - B FV2049 ELLP ORDER - FOURTH CLASS II FV2049 FV2049.The horizontal coordinates were established by GPS observations FV2049.and adjusted by the National Geodetic Survey in May 1992. FV2049.The horizontal coordinates are valid at the epoch date displayed above. FV2049.The epoch date for horizontal control is a decimal equivalence FV2049.of Year/Month/Day. FV2049 FV2049.The orthometric height was determined by GPS observations and a FV2049.high-resolution geoid model. FV2049 FV2049.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV2049 FV2049.The Laplace correction was computed from DEFLEC99 derived deflections. FV2049 FV2049.The ellipsoidal height was determined by GPS observations FV2049.and is referenced to NAD 83. FV2049 FV2049.The geoid height was determined by GEOID03. FV2049 FV2049; North East Units Scale Factor Converg. FV2049;SPC CA 5 - 717,877.067 1,790,194.959 MT 0.99999479 -1 19 02.3 FV2049;SPC CA 5 - 2,355,235.01 5,873,331.29 sFT 0.99999479 -1 19 02.3 FV2049;UTM 10 - 3,925,424.895 744,078.054 MT 1.00033422 +1 33 36.3 FV2049 FV2049! - Elev Factor x Scale Factor = Combined Factor FV2049!SPC CA 5 - 0.99992738 x 0.99999479 = 0.99992217 FV2049!UTM 10 - 0.99992738 x 1.00033422 = 1.00026157 FV2049 FV2049 SUPERSEDED SURVEY CONTROL FV2049 FV2049 NAD 83(1986)- 35 26 32.53523(N) 120 18 39.56536(W) AD(1984.00) 1 FV2049 FV2049.Superseded values are not recommended for survey control. FV2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2049.See file dsdata.txt to determine how the superseded data were derived. FV2049 FV2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE4407825425(NAD 83) FV2049_MARKER: DD = SURVEY DISK FV2049_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) FV2049_STAMPING: HPGN CALIF STA 05 06 1990 FV2049_MARK LOGO: CADT FV2049_PROJECTION: FLUSH FV2049_MAGNETIC: N = NO MAGNETIC MATERIAL FV2049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2049+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2004 FV2049_ROD/PIPE-DEPTH: 1.5 meters FV2049 FV2049 HISTORY - Date Condition Report By FV2049 HISTORY - 1990 MONUMENTED CADT FV2049 HISTORY - 19910501 GOOD NGS FV2049 HISTORY - 19930506 GOOD CADT FV2049 HISTORY - 19940217 GOOD NGS FV2049 HISTORY - 20010503 GOOD CADT FV2049 HISTORY - 20020606 GOOD CADT FV2049 HISTORY - 20030122 GOOD CADT FV2049 HISTORY - 20040501 GOOD CADT FV2049 FV2049 STATION DESCRIPTION FV2049 FV2049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 FV2049'THE STATION IS LOCATED ABOUT 23 MI (37.0 KM) EAST OF SANTA MARGARITA. FV2049'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 101 AND FV2049'STATE HIGHWAY 58 IN WEST SANTA MARGARITA, GO EASTERLY ON HIGHWAY 58 FV2049'FOR 6.8 MI (10.9 KM) TO STATE HIGHWAY 229 ON THE LEFT. CONTINUE FV2049'EASTERLY FOR 10.2 MI (16.4 KM) TO THE ENTRANCE ROAD TO HIGHLAND HILLS FV2049'RANCH ON THE RIGHT. CONTINUE EASTERLY ON HIGHWAY 58 FOR 1.9 MI FV2049'(3.1 KM) TO THE STATION ON THE RIGHT. FV2049'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM FV2049'ACCESS COVER. LOCATED 353 FT (107.6 M) EASTERLY FROM THE CORNER OF FV2049'TWO BARBED WIRE FENCES, 33.2 FT (10.1 M) SOUTHERLY FROM THE FV2049'CENTERLINE OF HIGHWAY 58, 3.1 FT (0.9 M) NORTHERLY FROM A 5-STRAND FV2049'BARBED WIRE RIGHT-OF-WAY FENCE AND 1 FT (0.3 M) WEST OF A FIBERGLASS FV2049'WITNESS POST. FV2049'THE STATION IS ADJACENT TO AMPLE, SAFE PARKING. FV2049 FV2049 STATION RECOVERY (1993) FV2049 FV2049'RECOVERY NOTE BY CALTRANS 1993 FV2049'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. FV2049'$ FV2049'THE STATION IS LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 58, ABOUT 23 FV2049'MI (37.0 KM) NORTHEAST OF THE CITY OF SAN LUIS OBISPO, ABOUT 22 MI FV2049'(35.4 KM) EAST-SOUTHEAST OF THE CITY OF ATASCADERO AND ABOUT 17 MI FV2049'(27.4 KM) EAST-NORTHEAST OF THE TOWN OF SANTA MARGARITA. FV2049'$ FV2049'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE FV2049'HIGHWAY 58, ABOUT 1 MI (1.6 KM) WEST OF THE TOWN OF SANTA MARGARITA, FV2049'GO EAST ON STATE HIGHWAY 58 (EL CAMINO REAL) FOR 1.65 MI (2.66 KM) TO FV2049'A SIDE ROAD RIGHT, ESTRADA AVENUE. TURN RIGHT AND GO SOUTHEAST ON FV2049'STATE HIGHWAY 58 (ESTRADA AVENUE) FOR 0.25 MI (0.40 KM) TO THE FV2049'INTERSECTION WITH J STREET. TURN LEFT AND GO EAST ON STATE HIGHWAY 58 FV2049'FOR 1.25 MI (2.01 KM) TO THE INTERSECTION WITH POZO ROAD. TURN LEFT FV2049'AND GO EAST ON STATE HIGHWAY 58 FOR 3.75 MI (6.03 KM) TO THE JUNCTION FV2049'WITH STATE HIGHWAY 229 (WEBSTER ROAD). CONTINUE EAST ON STATE HIGHWAY FV2049'58 FOR 11.45 MI (18.43 KM) TO A SIDE ROAD LEFT, LA PANZA ROAD. FV2049'CONTINUE EAST ON STATE HIGHWAY 58 FOR 4.45 MI (7.16 KM) TO THE FV2049'STATION ON THE RIGHT AT POST MILE 22.80. THE STATION IS ADJACENT TO FV2049'AMPLE, SAFE PARKING. FV2049'$ FV2049'THE STATION IS 353 FT (107.6 M) EASTERLY FROM THE INTERSECTION OF A FV2049'NORTH-SOUTH BARBED WIRE FENCE AND AN EAST-WEST BARBED WIRE FENCE, FV2049'33.2 FT (10.1 M) SOUTHERLY OF THE CENTERLINE OF STATE HIGHWAY 58, 3.1 FV2049'FT (0.9 M) NORTHERLY OF A 5 STRAND BARBED WIRE R/W FENCE, 1.8 FT FV2049'(0.5 M) SOUTH OF A CARSONITE WITNESS POST AND LEVEL WITH THE HIGHWAY. FV2049 FV2049 STATION RECOVERY (1994) FV2049 FV2049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) FV2049'THE STATION IS LOCATED ABOUT 32 KM (19.9 MI) EAST-NORTHEAST OF SANTA FV2049'MARGARITA, 50 KM (31.1 MI) NORTH OF SANTA MARIA, IN GRASS ADJACENT TO FV2049'A LARGE PASTURE, AND ALONG STATE HIGHWAY 58. OWNERSHIP--CALIFORNIA FV2049'DEPARTMENT OF ORANSPORTATION. TO REACH FROM THE JUNCTION OF STATE FV2049'HIGHWAYS 58 AND 229, ABOUT 6 KM (3.7 MI) NORTHEAST OF SANTA MARGARITA, FV2049'GO NORTHEAST ON HIGHWAY 58 FOR 18.7 KM (11.6 MI) TO A PAVED ROAD LEFT FV2049'(LA PLANZA ROAD). CONTINUE AHEAD, EASTERLY, ON HIGHWAY 58 FOR 4.4 KM FV2049'(2.7 MI) TO A PAVED ROAD LEFT (SHELL CREEK ROAD). CONTINUE AHEAD, FV2049'EASTERLY, ON HIGHWAY 58 FOR 3.1 KM (1.9 MI) TO THE STATION ON THE FV2049'RIGHT. STATION MARK IS A CADT SURVEY DISK SET ATOP AN ALUMINUM ALLOY FV2049'ROD ENCASED IN A PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH FV2049'WITH THE GROUND. IT IS 10.1 M (33.1 FT) SOUTHWEST OF, AND SLIGHTLY FV2049'LOWER THAN THE CENTER OF HIGHWAY 58, 107.6 M (353.0 FT) SOUTHEAST OF A FV2049'WOODEN T-FENCE CORNER, 1.0 M (3.3 FT) NORTHEAST OF A WOODEN FENCE POST FV2049'IN RIGHT-OF-WAY FENCE WITH A SIGN NO HUNTING OR TRESSPASSING, ZAPATA FV2049'RANCH, AND 0.5 M (1.6 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST. FV2049'DESCRIBED BY D.G. AUG FV2049 FV2049 STATION RECOVERY (2001) FV2049 FV2049'RECOVERY NOTE BY CALTRANS 2001 (TJR) FV2049'RECOVERED IN GOOD CONDITION. FV2049 FV2049 STATION RECOVERY (2002) FV2049 FV2049'RECOVERY NOTE BY CALTRANS 2002 (TJR) FV2049'RECOVERED IN GOOD CONDITION. FV2049 FV2049 STATION RECOVERY (2003) FV2049 FV2049'RECOVERY NOTE BY CALTRANS 2003 (TB) FV2049'RECOVERED IN GOOD CONDITION. FV2049 FV2049 STATION RECOVERY (2004) FV2049 FV2049'RECOVERY NOTE BY CALTRANS 2004 FV2049'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FV2050 *********************************************************************** FV2050 DESIGNATION - HPGN CA 05 07 FV2050 PID - FV2050 FV2050 STATE/COUNTY- CA/SAN LUIS OBISPO FV2050 USGS QUAD - CAMBRIA (1979) FV2050 FV2050 *CURRENT SURVEY CONTROL FV2050 ___________________________________________________________________ FV2050* NAD 83(1992)- 35 30 44.01151(N) 121 01 45.13524(W) ADJUSTED FV2050* NAVD 88 - 50.51 (meters) 165.7 (feet) LEVELING FV2050 ___________________________________________________________________ FV2050 EPOCH DATE - 1991.35 FV2050 X - -2,679,251.113 (meters) COMP FV2050 Y - -4,453,878.789 (meters) COMP FV2050 Z - 3,684,281.340 (meters) COMP FV2050 LAPLACE CORR- 4.71 (seconds) DEFLEC99 FV2050 ELLIP HEIGHT- 15.79 (meters) (05/15/92) GPS OBS FV2050 GEOID HEIGHT- -34.74 (meters) GEOID03 FV2050 FV2050 HORZ ORDER - B FV2050 VERT ORDER - THIRD ? FV2050 ELLP ORDER - FOURTH CLASS II FV2050 FV2050.The horizontal coordinates were established by GPS observations FV2050.and adjusted by the National Geodetic Survey in May 1992. FV2050.The horizontal coordinates are valid at the epoch date displayed above. FV2050.The epoch date for horizontal control is a decimal equivalence FV2050.of Year/Month/Day. FV2050 FV2050.The orthometric height was determined by differential leveling. FV2050.The vertical network tie was performed by a horz. field party for horz. FV2050.obs reductions. Reset procedures were used to establish the elevation. FV2050 FV2050.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV2050 FV2050.The Laplace correction was computed from DEFLEC99 derived deflections. FV2050 FV2050.The ellipsoidal height was determined by GPS observations FV2050.and is referenced to NAD 83. FV2050 FV2050.The geoid height was determined by GEOID03. FV2050 FV2050; North East Units Scale Factor Converg. FV2050;SPC CA 5 - 727,355.820 1,725,242.571 MT 1.00001025 -1 43 36.1 FV2050;SPC CA 5 - 2,386,333.22 5,660,233.34 sFT 1.00001025 -1 43 36.1 FV2050;UTM 10 - 3,931,635.199 678,722.050 MT 0.99999363 +1 08 42.3 FV2050 FV2050! - Elev Factor x Scale Factor = Combined Factor FV2050!SPC CA 5 - 0.99999752 x 1.00001025 = 1.00000777 FV2050!UTM 10 - 0.99999752 x 0.99999363 = 0.99999115 FV2050 FV2050 SUPERSEDED SURVEY CONTROL FV2050 FV2050 NAD 83(1986)- 35 30 44.00756(N) 121 01 45.12897(W) AD(1984.00) 1 FV2050 FV2050.Superseded values are not recommended for survey control. FV2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2050.See file dsdata.txt to determine how the superseded data were derived. FV2050 FV2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE7872231635(NAD 83) FV2050_MARKER: DD = SURVEY DISK FV2050_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) FV2050_STAMPING: HPGN-CALIF. STA. 05-07 1990 FV2050_MARK LOGO: CADT FV2050_PROJECTION: FLUSH FV2050_MAGNETIC: N = NO MAGNETIC MATERIAL FV2050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2050+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2004 FV2050_ROD/PIPE-DEPTH: 5.0 meters FV2050 FV2050 HISTORY - Date Condition Report By FV2050 HISTORY - 1990 MONUMENTED CADT FV2050 HISTORY - 19910501 GOOD NGS FV2050 HISTORY - 19930505 GOOD CADT FV2050 HISTORY - 19930505 GOOD CADT FV2050 HISTORY - 19940127 GOOD NGS FV2050 HISTORY - 20010315 GOOD CADT FV2050 HISTORY - 20020503 GOOD CADT FV2050 HISTORY - 20030508 GOOD CADT FV2050 HISTORY - 20040410 GOOD CADT FV2050 HISTORY - 20040501 GOOD CADT FV2050 FV2050 STATION DESCRIPTION FV2050 FV2050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 FV2050'THE STATION IS LOCATED ABOUT 28 MI (45.1 KM) NORTHWEST OF SAN LUIS FV2050'OBISPO AND 5.4 MI (8.7 KM) SOUTHEAST OF CAMBRIA. FV2050'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 46, 2.6 FV2050'MI (4.2 KM) SOUTHEAST OF CAMBRIA, GO SOUTHERLY ON HIGHWAY 1 FOR 1.45 FV2050'MI (2.33 KM) TO THE STATION ON THE RIGHT. FV2050'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM FV2050'ACCESS COVER. LOCATED 124 FT (37.8 M) NORTHERLY FROM THE JUNCTION OF FV2050'AN AC DITCH AND AC DIKE ON NORTHBOUND SIDE OF HIGHWAY 1, 64 FT FV2050'(19.5 M) NORTHEASTERLY FROM THE CENTERLINE OF HIGHWAY 1, 5.9 FT FV2050'(1.8 M) SOUTHERLY FROM FREEWAY ACCESS RIGHTS RESTRICTED SIGN, 2.8 FV2050'FT (0.9 M) SOUTHWESTERLY FROM A 5-STRAND BARBED WIRE RIGHT-OF-WAY FV2050'FENCE AND 1.65 FT (0.50 M) SOUTHWEST OF A FIBERGLASS WITNESS POST. FV2050'THE STATION IS ADJACENT TO WIDE SAFE PARKING AREA. FV2050 FV2050 STATION RECOVERY (1993) FV2050 FV2050'RECOVERY NOTE BY CALTRANS 1993 FV2050'RECOVERED IN GOOD CONDITION. FV2050 FV2050 STATION RECOVERY (1993) FV2050 FV2050'RECOVERY NOTE BY CALTRANS 1993 FV2050'THE RECOVERY WAS ADEQUATE EXCEPT FOR THE FOLLOWING REVISIONS. FV2050'$ FV2050'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 46, FV2050'ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF CAMBRIA, GO SOUTH ON STATE HIGHWAY FV2050'1 FOR 1.4 MI (2.3 KM) TO THE STATION ON THE LEFT AT POST MILE 44.60. FV2050'$ FV2050'THE STATION IS ABOUT 1 FT (0.3 M) HIGHER THAN THE HIGHWAY. FV2050 FV2050 STATION RECOVERY (1994) FV2050 FV2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) FV2050'THE STATION IS LOCATED ABOUT 45 KM (28.0 MI) NORTHWEST OF SAN LUIS FV2050'OBISPO AND 9 KM (5.6 MI) SOUTHEAST OF CAMBRIA. OWNERSHIP--CALIFORNIA FV2050'DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE JUNCTION OF STATE FV2050'HIGHWAYS 1 AND 46, SOUTHEAST OF CAMBRIA, GO SOUTHERLY ON HIGHWAY 1 FOR FV2050'2.3 KM (1.4 MI) TO THE STATION ON THE RIGHT. STATION MARK IS CADT FV2050'SURVEY DISK ATOP AN ALUMINUM ALLOY ROD ENCASED IN A PIPE WITH LOGO CAP FV2050'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND. IT IS 37.8 M (124.0 FV2050'FT) NORTH OF THE JUNCTION OF AN AC DITCH AND AC DIKE ON NORTHBOUND FV2050'SIDE HWY 1, 19.5 M (64.0 FT) NORTHEAST OF THE CENTER OF HWY 1, 1.8 M FV2050'(5.9 FT) SOUTH OF A FREEWAY ACCESS RIGHTS RESTRICTED SIGN, 2.8 M (9.2 FV2050'FT) SOUTHWEST OF A BARBED WIRE R-O-W FENCE, 0.5 M (1.6 FT) SOUTHWEST FV2050'OF A FIBERGLASS WITNESS POST. FV2050 FV2050 STATION RECOVERY (2001) FV2050 FV2050'RECOVERY NOTE BY CALTRANS 2001 (TJR) FV2050'RECOVERED IN GOOD CONDITION. FV2050 FV2050 STATION RECOVERY (2002) FV2050 FV2050'RECOVERY NOTE BY CALTRANS 2002 (TJR) FV2050'RECOVERED IN GOOD CONDITION. FV2050 FV2050 STATION RECOVERY (2003) FV2050 FV2050'RECOVERY NOTE BY CALTRANS 2003 (TJR) FV2050'RECOVERED IN GOOD CONDITION. FV2050 FV2050 STATION RECOVERY (2004) FV2050 FV2050'RECOVERY NOTE BY CALTRANS 2004 (TR) FV2050'RECOVERED IN GOOD CONDITION. FV2050 FV2050 STATION RECOVERY (2004) FV2050 FV2050'RECOVERY NOTE BY CALTRANS 2004 FV2050'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FV2065 *********************************************************************** FV2065 DESIGNATION - HPGN D CA 05 HK FV2065 PID - FV2065 FV2065 STATE/COUNTY- CA/SAN LUIS OBISPO FV2065 USGS QUAD - SAN LUIS OBISPO (1994) FV2065 FV2065 *CURRENT SURVEY CONTROL FV2065 ___________________________________________________________________ FV2065* NAD 83(1992)- 35 16 07.07815(N) 120 40 16.28114(W) ADJUSTED FV2065* NAVD 88 - 48.9 (meters) 160. (feet) GPS OBS FV2065 ___________________________________________________________________ FV2065 EPOCH DATE - 1991.35 FV2065 X - -2,659,352.381 (meters) COMP FV2065 Y - -4,483,994.530 (meters) COMP FV2065 Z - 3,662,248.131 (meters) COMP FV2065 LAPLACE CORR- 3.35 (seconds) DEFLEC99 FV2065 ELLIP HEIGHT- 14.28 (meters) (06/24/96) GPS OBS FV2065 GEOID HEIGHT- -34.65 (meters) GEOID03 FV2065 FV2065 HORZ ORDER - FIRST FV2065 ELLP ORDER - FOURTH CLASS I FV2065 FV2065.The horizontal coordinates were established by GPS observations FV2065.and adjusted by the National Geodetic Survey in June 1996. FV2065.The horizontal coordinates are valid at the epoch date displayed above. FV2065.The epoch date for horizontal control is a decimal equivalence FV2065.of Year/Month/Day. FV2065 FV2065.The orthometric height was determined by GPS observations and a FV2065.high-resolution geoid model. FV2065 FV2065.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV2065 FV2065.The Laplace correction was computed from DEFLEC99 derived deflections. FV2065 FV2065.The ellipsoidal height was determined by GPS observations FV2065.and is referenced to NAD 83. FV2065 FV2065.The geoid height was determined by GEOID03. FV2065 FV2065; North East Units Scale Factor Converg. FV2065;SPC CA 5 - 699,418.917 1,756,989.284 MT 0.99996283 -1 31 21.4 FV2065;SPC CA 5 - 2,294,676.90 5,764,389.01 sFT 0.99996283 -1 31 21.4 FV2065;UTM 10 - 3,905,320.627 711,830.588 MT 1.00015303 +1 20 42.7 FV2065 FV2065! - Elev Factor x Scale Factor = Combined Factor FV2065!SPC CA 5 - 0.99999776 x 0.99996283 = 0.99996059 FV2065!UTM 10 - 0.99999776 x 1.00015303 = 1.00015079 FV2065 FV2065 SUPERSEDED SURVEY CONTROL FV2065 FV2065 NAD 83(1992)- 35 16 07.07814(N) 120 40 16.28116(W) AD(1991.35) 1 FV2065 ELLIP H (08/05/94) 14.28 (m) GP(1991.35) 4 2 FV2065 FV2065.Superseded values are not recommended for survey control. FV2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2065.See file dsdata.txt to determine how the superseded data were derived. FV2065 FV2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE1183105321(NAD 83) FV2065_MARKER: DD = SURVEY DISK FV2065_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) FV2065_STAMPING: CA-HPGN-D STA. 05-HK SLO 101 PM 27.50 1993 FV2065_MARK LOGO: CADT FV2065_PROJECTION: FLUSH FV2065_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET FV2065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2065+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004 FV2065_ROD/PIPE-DEPTH: 2.4 meters FV2065 FV2065 HISTORY - Date Condition Report By FV2065 HISTORY - 1993 MONUMENTED CADT FV2065 HISTORY - 20040501 GOOD CADT FV2065 HISTORY - 20040511 GOOD CADT FV2065 FV2065 STATION DESCRIPTION FV2065 FV2065'DESCRIBED BY CALTRANS 1993 FV2065'THE STATION IS LOCATED IN THE CALIFORNIA DEPARTMENT OF TRANSPORTATION FV2065'(CALTRANS) SAN LUIS OBISPO MAINTENANCE STATION IN THE CITY OF SAN FV2065'LUIS OBISPO. FV2065'$ FV2065'TO REACH THE STATION FROM THE U.S. HIGHWAY 101 AND MADONNA ROAD (STATE FV2065'HIGHWAY 227) INTERCHANGE IN THE CITY OF SAN LUIS OBISPO, GO NORTHEAST FV2065'ON MADONNA ROAD (STATE HIGHWAY 227) FOR 0.15 MI (0.24 KM) TO THE FV2065'CALTRANS MAINTENANCE STATION ON THE LEFT. FV2065'$ FV2065'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET FV2065'IN CONCRETE FLUSH WITH THE GROUND, INSIDE A GATED 8 FT (2.4 M) BY 8 FV2065'FT (2.4 M) CHAINLINK FENCE ENCLOSURE ADJACENT TO THE NORTHERLY FV2065'MAINTENANCE STATION CHAINLINK FENCE, ABOUT 100 FT (30.5 M) EASTERLY FV2065'OF POWER POLE NUMBER 10265, AND 5 FT (1.5 M) NORTHERLY OF THE TOP OF FV2065'SLOPE. FV2065'$ FV2065'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV2065'SURVEY. IT IS NOT INTENDED FOR USE BY NON-CALTRANS PERSONNEL. CONTACT FV2065'THE CALTRANS DISTRICT SURVEYS ENGINEER AT THE CALTRANS DISTRICT FV2065'OFFICE LOCATED AT 50 HIGUERA STREET IN SAN LUIS OBISPO (P.O. BOX FV2065'8114, SAN LUIS OBISPO, CA 93403-8114) FOR FURTHER INFORMATION. FV2065 FV2065 STATION RECOVERY (2004) FV2065 FV2065'RECOVERY NOTE BY CALTRANS 2004 FV2065'RECOVERED IN GOOD CONDITION. FV2065 FV2065 STATION RECOVERY (2004) FV2065 FV2065'RECOVERY NOTE BY CALTRANS 2004 (NT) FV2065'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FV2066 *********************************************************************** FV2066 DESIGNATION - HPGN D CA 05 HL FV2066 PID - FV2066 FV2066 STATE/COUNTY- CA/SAN LUIS OBISPO FV2066 USGS QUAD - ARROYO GRANDE NE (1993) FV2066 FV2066 *CURRENT SURVEY CONTROL FV2066 ___________________________________________________________________ FV2066* NAD 83(1992)- 35 11 38.75689(N) 120 36 11.33672(W) ADJUSTED FV2066* NAVD 88 - 90.33 (meters) 296.4 (feet) LEVELING FV2066 ___________________________________________________________________ FV2066 EPOCH DATE - 1991.35 FV2066 X - -2,656,471.318 (meters) COMP FV2066 Y - -4,491,284.285 (meters) COMP FV2066 Z - 3,655,517.422 (meters) COMP FV2066 LAPLACE CORR- 3.34 (seconds) DEFLEC99 FV2066 ELLIP HEIGHT- 55.52 (meters) (06/24/96) GPS OBS FV2066 GEOID HEIGHT- -34.88 (meters) GEOID03 FV2066 FV2066 HORZ ORDER - FIRST FV2066 VERT ORDER - THIRD ? FV2066 ELLP ORDER - FOURTH CLASS I FV2066 FV2066.The horizontal coordinates were established by GPS observations FV2066.and adjusted by the National Geodetic Survey in June 1996. FV2066.The horizontal coordinates are valid at the epoch date displayed above. FV2066.The epoch date for horizontal control is a decimal equivalence FV2066.of Year/Month/Day. FV2066 FV2066.The orthometric height was determined by differential leveling. FV2066.The vertical network tie was performed by a horz. field party for horz. FV2066.obs reductions. Reset procedures were used to establish the elevation. FV2066 FV2066.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV2066 FV2066.The Laplace correction was computed from DEFLEC99 derived deflections. FV2066 FV2066.The ellipsoidal height was determined by GPS observations FV2066.and is referenced to NAD 83. FV2066 FV2066.The geoid height was determined by GEOID03. FV2066 FV2066; North East Units Scale Factor Converg. FV2066;SPC CA 5 - 690,990.517 1,762,963.695 MT 0.99995194 -1 29 01.8 FV2066;SPC CA 5 - 2,267,024.72 5,783,990.06 sFT 0.99995194 -1 29 01.8 FV2066;UTM 10 - 3,897,199.854 718,220.421 MT 1.00018691 +1 22 55.1 FV2066 FV2066! - Elev Factor x Scale Factor = Combined Factor FV2066!SPC CA 5 - 0.99999129 x 0.99995194 = 0.99994323 FV2066!UTM 10 - 0.99999129 x 1.00018691 = 1.00017819 FV2066 FV2066 SUPERSEDED SURVEY CONTROL FV2066 FV2066 NAD 83(1992)- 35 11 38.75688(N) 120 36 11.33675(W) AD(1991.35) 1 FV2066 ELLIP H (08/05/94) 55.52 (m) GP(1991.35) 4 2 FV2066 FV2066.Superseded values are not recommended for survey control. FV2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2066.See file dsdata.txt to determine how the superseded data were derived. FV2066 FV2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD1822097200(NAD 83) FV2066_MARKER: DD = SURVEY DISK FV2066_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) FV2066_STAMPING: CA-HPGN-D STA. 05-HL SLO 227 PM 06.50 1993 FV2066_MARK LOGO: CADT FV2066_PROJECTION: RECESSED 3 CENTIMETERS FV2066_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET FV2066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2066+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004 FV2066_ROD/PIPE-DEPTH: 2.4 meters FV2066 FV2066 HISTORY - Date Condition Report By FV2066 HISTORY - 1993 MONUMENTED CADT FV2066 HISTORY - 20040501 GOOD CADT FV2066 HISTORY - 20040511 GOOD CADT FV2066 FV2066 STATION DESCRIPTION FV2066 FV2066'DESCRIBED BY CALTRANS 1993 FV2066'THE STATION IS LOCATED NEAR THE INTERSECTION OF STATE HIGHWAY 227 FV2066'(CARPENTER VALLEY ROAD) AND CORBETT CANYON ROAD, ABOUT 6.5 MI FV2066'(10.5 KM) SOUTHEAST OF THE CITY OF SAN LUIS OBISPO AND ABOUT 4 MI FV2066'(6.4 KM) NORTHEAST OF THE CITY OF PISMO BEACH. FV2066'$ FV2066'TO REACH THE STATION FROM THE U.S. HIGHWAY 101 AND MADONNA ROAD (STATE FV2066'HIGHWAY 227) INTERCHANGE IN THE CITY OF SAN LUIS OBISPO, GO NORTHEAST FV2066'ON MADONNA ROAD (STATE HIGHWAY 227) FOR 0.25 MI (0.40 KM) TO THE FV2066'INTERSECTION WITH HIGUERA STREET. TURN LEFT AND GO NORTH ON HIGUERA FV2066'STREET (STATE HIGHWAY 227) FOR 0.1 MI (0.2 KM) TO THE INTERSECTION FV2066'WITH SOUTH STREET. TURN RIGHT AND GO EAST ON SOUTH STREET (STATE FV2066'HIGHWAY 227) FOR 0.75 MI (1.21 KM) TO THE INTERSECTION OF BROAD FV2066'STREET. TURN RIGHT AND GO SOUTHEAST ON STATE HIGHWAY 227 (BROAD FV2066'STREET/EDNA ROAD) FOR 5.59 MI (9.00 KM) TO A SIDE ROAD RIGHT, PRICE FV2066'CANYON ROAD. CONTINUE SOUTHEAST ON STATE HIGHWAY 227 (CARPENTER FV2066'CANYON ROAD) FOR 0.4 MI (0.6 KM) TO A SIDE ROAD LEFT, CORBETT CANYON FV2066'ROAD. CONTINUE SOUTHEAST ON STATE HIGHWAY 227 (CARPENTER CANYON ROAD) FV2066'FOR 0.23 MI (0.37 KM) TO THE STATION ON THE LEFT AT POST MILE 6.50. A FV2066'DIRT SHOULDER ADJACENT TO THE STATION PROVIDES ADEQUATE PARKING. FV2066'$ FV2066'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET FV2066'IN CONCRETE FLUSH WITH THE GROUND, 148 FT (45.1 M) SOUTHEAST OF THE FV2066'CENTERLINE OF AN ASPHALT DRIVEWAY TO 2565 CARPENTER CANYON ROAD FV2066'(STATE HIGHWAY 227), 50 FT (15.2 M) EAST OF THE CENTERLINE OF STATE FV2066'HIGHWAY 227, 3.0 FT (0.9 M) WEST OF A 5 STRAND BARBED WIRE R/W FENCE, FV2066'1.5 FT (0.5 M) WEST OF A CARSONITE WITNESS POST, AND ABOUT 10 FT FV2066'(3.0 M) HIGHER THAN THE ROAD. FV2066'$ FV2066'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV2066'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF FV2066'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN FV2066'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO FV2066'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN FV2066'SAN LUIS OBISPO AT (805) 549-3152. FV2066 FV2066 STATION RECOVERY (2004) FV2066 FV2066'RECOVERY NOTE BY CALTRANS 2004 FV2066'RECOVERED IN GOOD CONDITION. FV2066 FV2066 STATION RECOVERY (2004) FV2066 FV2066'RECOVERY NOTE BY CALTRANS 2004 (NT) FV2066'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FV2067 *********************************************************************** FV2067 DESIGNATION - HPGN D CA 05 KL FV2067 PID - FV2067 FV2067 STATE/COUNTY- CA/SAN LUIS OBISPO FV2067 USGS QUAD - ATASCADERO (1993) FV2067 FV2067 *CURRENT SURVEY CONTROL FV2067 ___________________________________________________________________ FV2067* NAD 83(1992)- 35 22 59.16429(N) 120 37 43.25317(W) ADJUSTED FV2067* NAVD 88 - 331.38 (meters) 1087.2 (feet) LEVELING FV2067 ___________________________________________________________________ FV2067 EPOCH DATE - 1991.35 FV2067 X - -2,652,401.232 (meters) COMP FV2067 Y - -4,479,845.858 (meters) COMP FV2067 Z - 3,672,773.515 (meters) COMP FV2067 LAPLACE CORR- 1.42 (seconds) DEFLEC99 FV2067 ELLIP HEIGHT- 297.22 (meters) (08/05/94) GPS OBS FV2067 GEOID HEIGHT- -34.17 (meters) GEOID03 FV2067 FV2067 HORZ ORDER - FIRST FV2067 VERT ORDER - THIRD ? FV2067 ELLP ORDER - FOURTH CLASS II FV2067 FV2067.The horizontal coordinates were established by GPS observations FV2067.and adjusted by the National Geodetic Survey in June 1996. FV2067.The horizontal coordinates are valid at the epoch date displayed above. FV2067.The epoch date for horizontal control is a decimal equivalence FV2067.of Year/Month/Day. FV2067 FV2067.The orthometric height was determined by differential leveling. FV2067.The vertical network tie was performed by a horz. field party for horz. FV2067.obs reductions. Reset procedures were used to establish the elevation. FV2067 FV2067.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV2067 FV2067.The Laplace correction was computed from DEFLEC99 derived deflections. FV2067 FV2067.The ellipsoidal height was determined by GPS observations FV2067.and is referenced to NAD 83. FV2067 FV2067.The geoid height was determined by GEOID03. FV2067 FV2067; North East Units Scale Factor Converg. FV2067;SPC CA 5 - 712,012.147 1,761,187.604 MT 0.99998285 -1 29 54.2 FV2067;SPC CA 5 - 2,335,993.19 5,778,163.00 sFT 0.99998285 -1 29 54.2 FV2067;UTM 10 - 3,918,110.692 715,393.801 MT 1.00017178 +1 22 25.0 FV2067 FV2067! - Elev Factor x Scale Factor = Combined Factor FV2067!SPC CA 5 - 0.99995335 x 0.99998285 = 0.99993620 FV2067!UTM 10 - 0.99995335 x 1.00017178 = 1.00012512 FV2067 FV2067 SUPERSEDED SURVEY CONTROL FV2067 FV2067 NAD 83(1992)- 35 22 59.16430(N) 120 37 43.25320(W) AD(1991.35) 1 FV2067 FV2067.Superseded values are not recommended for survey control. FV2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2067.See file dsdata.txt to determine how the superseded data were derived. FV2067 FV2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE1539418111(NAD 83) FV2067_MARKER: DD = SURVEY DISK FV2067_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) FV2067_STAMPING: CA-HPGN-D STA. 05-KL SLO 058 PM 00.08 1993 FV2067_MARK LOGO: CADT FV2067_PROJECTION: RECESSED 3 CENTIMETERS FV2067_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET FV2067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2067+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004 FV2067_ROD/PIPE-DEPTH: 2.1 meters FV2067 FV2067 HISTORY - Date Condition Report By FV2067 HISTORY - 1993 MONUMENTED CADT FV2067 HISTORY - 20040501 GOOD CADT FV2067 HISTORY - 20040511 GOOD CADT FV2067 FV2067 STATION DESCRIPTION FV2067 FV2067'DESCRIBED BY CALTRANS 1993 FV2067'THE STATION IS LOCATED IN THE TOWN OF SANTA MARGARITA AT THE JUNCTION FV2067'OF U.S. HIGHWAY 101 AND STATE HIGHWAY 58, ABOUT 8 MI (12.9 KM) SOUTH FV2067'OF THE CITY OF ATASCADERO AND ABOUT 7 MI (11.3 KM) NORTH OF THE CITY FV2067'OF SAN LUIS OBISPO. FV2067'$ FV2067'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE FV2067'HIGHWAY 1 IN THE CITY OF SAN LUIS OBISPO, GO NORTH ON U.S. HIGHWAY FV2067'101 FOR 8.6 MI (13.8 KM) (OVER CUESTA GRADE) TO THE RAMP TO EAST FV2067'BOUND STATE HIGHWAY 58. GO EAST ON THE RAMP FOR 0.3 MI (0.5 KM) TO FV2067'THE STATION ON THE RIGHT ON THE TOP OF SLOPE AT THE CONVERGENCE OF FV2067'THE RAMP WITH STATE HIGHWAY 58. A PAVED PARKING AREA AT THE TOE OF FV2067'SLOPE PROVIDES ADEQUATE PARKING. FV2067'$ FV2067'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET FV2067'IN CONCRETE FLUSH WITH THE GROUND, 236 FT (71.9 M) EAST OF A 60 INCH FV2067'OAK TREE, 170 FT (51.8 M) WEST OF THE WEST EDGE OF THE ASPHALT FV2067'DRIVEWAY TO THE SANTA MARGARITA BOOSTER STATION, 94 FT (28.7 M) SOUTH FV2067'OF THE CENTERLINE OF STATE HIGHWAY 58, 75.7 FT (23.1 M) FV2067'EAST-SOUTHEAST OF TELEPHONE POLE NO. 5880, 43 FT (13.1 M) SOUTH OF THE FV2067'BACK OF ROLLED CURB ON THE RAMP, 16 FT (4.9 M) EAST ALONG STATE FV2067'HIGHWAY 58 FROM THE APEX OF A CONCRETE MEDIAN FORMED BY THE RAMP AND FV2067'STATE HIGHWAY 58, 1.9 FT (0.6 M) NORTHWEST OF A CARSONITE WITNESS FV2067'POST, AND ABOUT 20 FT (6.1 M) HIGHER THAN THE HIGHWAY. FV2067'$ FV2067'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV2067'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF FV2067'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN FV2067'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO FV2067'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN FV2067'SAN LUIS OBISPO AT (805) 549-3152. FV2067 FV2067 STATION RECOVERY (2004) FV2067 FV2067'RECOVERY NOTE BY CALTRANS 2004 FV2067'RECOVERED IN GOOD CONDITION. FV2067 FV2067 STATION RECOVERY (2004) FV2067 FV2067'RECOVERY NOTE BY CALTRANS 2004 (NT) FV2067'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FU3827 *********************************************************************** FU3827 DESIGNATION - HPGN D CA 05 KS FU3827 PID - FU3827 FU3827 STATE/COUNTY- CA/SAN LUIS OBISPO FU3827 USGS QUAD - SIMMLER (1982) FU3827 FU3827 *CURRENT SURVEY CONTROL FU3827 ___________________________________________________________________ FU3827* NAD 83(1992)- 35 21 00.85475(N) 119 59 45.19224(W) ADJUSTED FU3827* NAVD 88 - 614.1 (meters) 2015. (feet) GPS OBS FU3827 ___________________________________________________________________ FU3827 EPOCH DATE - 1991.35 FU3827 X - -2,603,934.046 (meters) COMP FU3827 Y - -4,510,893.906 (meters) COMP FU3827 Z - 3,669,963.867 (meters) COMP FU3827 LAPLACE CORR- -0.08 (seconds) DEFLEC99 FU3827 ELLIP HEIGHT- 580.32 (meters) (06/24/96) GPS OBS FU3827 GEOID HEIGHT- -33.84 (meters) GEOID03 FU3827 FU3827 HORZ ORDER - FIRST FU3827 ELLP ORDER - FOURTH CLASS I FU3827 FU3827.The horizontal coordinates were established by GPS observations FU3827.and adjusted by the National Geodetic Survey in June 1996. FU3827.The horizontal coordinates are valid at the epoch date displayed above. FU3827.The epoch date for horizontal control is a decimal equivalence FU3827.of Year/Month/Day. FU3827 FU3827.The orthometric height was determined by GPS observations and a FU3827.high-resolution geoid model. FU3827 FU3827.The X, Y, and Z were computed from the position and the ellipsoidal ht. FU3827 FU3827.The Laplace correction was computed from DEFLEC99 derived deflections. FU3827 FU3827.The ellipsoidal height was determined by GPS observations FU3827.and is referenced to NAD 83. FU3827 FU3827.The geoid height was determined by GEOID03. FU3827 FU3827; North East Units Scale Factor Converg. FU3827;SPC CA 5 - 707,044.297 1,818,595.059 MT 0.99997669 -1 08 15.6 FU3827;SPC CA 5 - 2,319,694.50 5,966,507.29 sFT 0.99997669 -1 08 15.6 FU3827;UTM 11 - 3,916,004.529 227,749.013 MT 1.00051354 -1 44 03.9 FU3827;UTM 10 - 3,916,027.204 772,998.801 MT 1.00051857 +1 44 21.0 FU3827 FU3827! - Elev Factor x Scale Factor = Combined Factor FU3827!SPC CA 5 - 0.99990892 x 0.99997669 = 0.99988561 FU3827!UTM 11 - 0.99990892 x 1.00051354 = 1.00042241 FU3827!UTM 10 - 0.99990892 x 1.00051857 = 1.00042744 FU3827 FU3827 SUPERSEDED SURVEY CONTROL FU3827 FU3827 NAD 83(1992)- 35 21 00.85479(N) 119 59 45.19226(W) AD(1991.35) 1 FU3827 ELLIP H (08/05/94) 580.32 (m) GP(1991.35) 4 2 FU3827 FU3827.Superseded values are not recommended for survey control. FU3827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3827.See file dsdata.txt to determine how the superseded data were derived. FU3827 FU3827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV2774916005(NAD 83) FU3827_MARKER: DD = SURVEY DISK FU3827_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) FU3827_STAMPING: CA-HPGN-D STA. 05-KS SLO 058 PM 45.75 1993 FU3827_MARK LOGO: CADT FU3827_PROJECTION: FLUSH FU3827_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET FU3827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FU3827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FU3827+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004 FU3827_ROD/PIPE-DEPTH: 2.1 meters FU3827 FU3827 HISTORY - Date Condition Report By FU3827 HISTORY - 1993 MONUMENTED CADT FU3827 HISTORY - 20030204 GOOD CADT FU3827 HISTORY - 20040501 GOOD CADT FU3827 HISTORY - 20040511 GOOD CADT FU3827 FU3827 STATION DESCRIPTION FU3827 FU3827'DESCRIBED BY CALTRANS 1993 FU3827'THE STATION IS LOCATED AT THE CALIFORNIA DEPARTMENT OF TRANSPORTATION FU3827'(CALTRANS) SIMMLER MAINTENANCE STATION IN THE TOWN OF SIMMLER, ABOUT FU3827'37 MI (59.5 KM) EAST-NORTHEAST OF THE CITY OF SAN LUIS OBISPO AND FU3827'ABOUT 34 MI (54.7 KM) NORTHWEST OF THE CITY OF TAFT. FU3827'$ FU3827'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 58 AND FU3827'SODA LAKE ROAD IN THE TOWN OF SIMMLER, GO EAST ON STATE HIGHWAY 58 FU3827'FOR 0.5 MI (0.8 KM) TO THE CALTRANS MAINTENANCE STATION ON THE RIGHT. FU3827'$ FU3827'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET FU3827'IN CONCRETE FLUSH WITH THE GROUND, INSIDE A GATED 8 FT (2.4 M) BY 8 FU3827'FT (2.4 M) CHAINLINK FENCE ENCLOSURE ADJACENT TO THE SOUTHERLY HOG FU3827'AND BARBED WIRE MAINTENANCE STATION FENCE, ABOUT 60 FT (18.3 M) FU3827'EASTERLY OF A WOODEN THREE SIDED TRASH ENCLOSURE. FU3827'$ FU3827'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGH DENSIFICATION FU3827'SURVEY. IT IS NOT INTENDED FOR USE BY NON-CALTRANS PERSONNEL. CONTACT FU3827'THE CALTRANS DISTRICT SURVEYS ENGINEER AT THE CALTRANS DISTRICT FU3827'OFFICE LOCATED AT 50 HIGUERA STREET IN SAN LUIS OBISPO (P.O. BOX FU3827'8114, SAN LUIS OBISPO, CA 93403-8114) FOR FURTHER INFORMATION. FU3827 FU3827 STATION RECOVERY (2003) FU3827 FU3827'RECOVERY NOTE BY CALTRANS 2003 FU3827'RECOVERED IN GOOD CONDITION. FU3827 FU3827 STATION RECOVERY (2004) FU3827 FU3827'RECOVERY NOTE BY CALTRANS 2004 FU3827'RECOVERED IN GOOD CONDITION. FU3827 FU3827 STATION RECOVERY (2004) FU3827 FU3827'RECOVERY NOTE BY CALTRANS 2004 (NT) FU3827'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FV2068 *********************************************************************** FV2068 DESIGNATION - HPGN D CA 05 LG FV2068 PID - FV2068 FV2068 STATE/COUNTY- CA/SAN LUIS OBISPO FV2068 USGS QUAD - CAMBRIA (1979) FV2068 FV2068 *CURRENT SURVEY CONTROL FV2068 ___________________________________________________________________ FV2068* NAD 83(1992)- 35 31 45.93622(N) 121 02 33.33655(W) ADJUSTED FV2068* NAVD 88 - 48.4 (meters) 159. (feet) GPS OBS FV2068 ___________________________________________________________________ FV2068 EPOCH DATE - 1991.35 FV2068 X - -2,679,719.165 (meters) COMP FV2068 Y - -4,452,301.055 (meters) COMP FV2068 Z - 3,685,833.438 (meters) COMP FV2068 LAPLACE CORR- 4.38 (seconds) DEFLEC99 FV2068 ELLIP HEIGHT- 13.67 (meters) (06/24/96) GPS OBS FV2068 GEOID HEIGHT- -34.70 (meters) GEOID03 FV2068 FV2068 HORZ ORDER - FIRST FV2068 ELLP ORDER - FOURTH CLASS I FV2068 FV2068.The horizontal coordinates were established by GPS observations FV2068.and adjusted by the National Geodetic Survey in June 1996. FV2068.The horizontal coordinates are valid at the epoch date displayed above. FV2068.The epoch date for horizontal control is a decimal equivalence FV2068.of Year/Month/Day. FV2068 FV2068.The orthometric height was determined by GPS observations and a FV2068.high-resolution geoid model. FV2068 FV2068.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV2068 FV2068.The Laplace correction was computed from DEFLEC99 derived deflections. FV2068 FV2068.The ellipsoidal height was determined by GPS observations FV2068.and is referenced to NAD 83. FV2068 FV2068.The geoid height was determined by GEOID03. FV2068 FV2068; North East Units Scale Factor Converg. FV2068;SPC CA 5 - 729,300.136 1,724,086.258 MT 1.00001428 -1 44 03.5 FV2068;SPC CA 5 - 2,392,712.20 5,656,439.66 sFT 1.00001428 -1 44 03.5 FV2068;UTM 10 - 3,933,519.098 677,469.799 MT 0.99998814 +1 08 16.0 FV2068 FV2068! - Elev Factor x Scale Factor = Combined Factor FV2068!SPC CA 5 - 0.99999785 x 1.00001428 = 1.00001213 FV2068!UTM 10 - 0.99999785 x 0.99998814 = 0.99998599 FV2068 FV2068 SUPERSEDED SURVEY CONTROL FV2068 FV2068 NAD 83(1992)- 35 31 45.93617(N) 121 02 33.33649(W) AD(1991.35) 1 FV2068 ELLIP H (08/05/94) 13.67 (m) GP(1991.35) 4 2 FV2068 FV2068.Superseded values are not recommended for survey control. FV2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2068.See file dsdata.txt to determine how the superseded data were derived. FV2068 FV2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE7747033519(NAD 83) FV2068_MARKER: DD = SURVEY DISK FV2068_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) FV2068_STAMPING: CA-HPGN-D STA. 05-LG SLO 046 PM 00.33 1993 FV2068_MARK LOGO: CADT FV2068_PROJECTION: FLUSH FV2068_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET FV2068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2068+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004 FV2068_ROD/PIPE-DEPTH: 1.8 meters FV2068 FV2068 HISTORY - Date Condition Report By FV2068 HISTORY - 1993 MONUMENTED CADT FV2068 HISTORY - 20040501 GOOD CADT FV2068 HISTORY - 20040511 GOOD CADT FV2068 FV2068 STATION DESCRIPTION FV2068 FV2068'DESCRIBED BY CALTRANS 1993 FV2068'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) SOUTHEAST OF THE THE TOWN FV2068'OF CAMBRIA IN THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FV2068'CAMBRIA MAINTENANCE STATION. FV2068'$ FV2068'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 46, FV2068'ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF CAMBRIA, GO EAST ON HIGHWAY 46 FOR FV2068'0.33 MI (0.53 KM) TO THE CALTRANS MAINTENANCE STATION ON THE LEFT. FV2068'$ FV2068'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET FV2068'IN CONCRETE FLUSH WITH THE GROUND, INSIDE A GATED 8 FT (2.4 M) BY 8 FV2068'FT (2.4 M) CHAINLINK FENCE ENCLOSURE IN THE MIDDLE AREA OF THE FV2068'MAINTENANCE YARD. FV2068'$ FV2068'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV2068'SURVEY. IT IS NOT INTENDED FOR USE BY NON-CALTRANS PERSONNEL. CONTACT FV2068'THE CALTRANS DISTRICT SURVEYS ENGINEER AT THE CALTRANS DISTRICT FV2068'OFFICE LOCATED AT 50 HIGUERA STREET IN SAN LUIS OBISPO (P.O. BOX FV2068'8114, SAN LUIS OBISPO, CA 93403-8114) FOR FURTHER INFORMATION. FV2068 FV2068 STATION RECOVERY (2004) FV2068 FV2068'RECOVERY NOTE BY CALTRANS 2004 FV2068'RECOVERED IN GOOD CONDITION. FV2068 FV2068 STATION RECOVERY (2004) FV2068 FV2068'RECOVERY NOTE BY CALTRANS 2004 (NT) FV2068'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FV2069 *********************************************************************** FV2069 DESIGNATION - HPGN D CA 05 LL FV2069 PID - FV2069 FV2069 STATE/COUNTY- CA/SAN LUIS OBISPO FV2069 USGS QUAD - TEMPLETON (1979) FV2069 FV2069 *CURRENT SURVEY CONTROL FV2069 ___________________________________________________________________ FV2069* NAD 83(1992)- 35 33 55.21475(N) 120 42 22.30478(W) ADJUSTED FV2069* NAVD 88 - 247.4 (meters) 812. (feet) GPS OBS FV2069 ___________________________________________________________________ FV2069 EPOCH DATE - 1991.35 FV2069 X - -2,652,432.652 (meters) COMP FV2069 Y - -4,466,105.511 (meters) COMP FV2069 Z - 3,689,191.329 (meters) COMP FV2069 LAPLACE CORR- -0.45 (seconds) DEFLEC99 FV2069 ELLIP HEIGHT- 213.29 (meters) (06/24/96) GPS OBS FV2069 GEOID HEIGHT- -34.14 (meters) GEOID03 FV2069 FV2069 HORZ ORDER - FIRST FV2069 ELLP ORDER - FOURTH CLASS I FV2069 FV2069.The horizontal coordinates were established by GPS observations FV2069.and adjusted by the National Geodetic Survey in June 1996. FV2069.The horizontal coordinates are valid at the epoch date displayed above. FV2069.The epoch date for horizontal control is a decimal equivalence FV2069.of Year/Month/Day. FV2069 FV2069.The orthometric height was determined by GPS observations and a FV2069.high-resolution geoid model. FV2069 FV2069.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV2069 FV2069.The Laplace correction was computed from DEFLEC99 derived deflections. FV2069 FV2069.The ellipsoidal height was determined by GPS observations FV2069.and is referenced to NAD 83. FV2069 FV2069.The geoid height was determined by GEOID03. FV2069 FV2069; North East Units Scale Factor Converg. FV2069;SPC CA 5 - 732,410.719 1,754,691.488 MT 1.00002300 -1 32 33.2 FV2069;SPC CA 5 - 2,402,917.50 5,756,850.32 sFT 1.00002300 -1 32 33.2 FV2069;UTM 10 - 3,938,160.817 707,881.731 MT 1.00013257 +1 20 04.7 FV2069 FV2069! - Elev Factor x Scale Factor = Combined Factor FV2069!SPC CA 5 - 0.99996652 x 1.00002300 = 0.99998952 FV2069!UTM 10 - 0.99996652 x 1.00013257 = 1.00009909 FV2069 FV2069 SUPERSEDED SURVEY CONTROL FV2069 FV2069 NAD 83(1992)- 35 33 55.21462(N) 120 42 22.30471(W) AD(1991.35) 1 FV2069 ELLIP H (08/05/94) 213.29 (m) GP(1991.35) 4 2 FV2069 FV2069.Superseded values are not recommended for survey control. FV2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2069.See file dsdata.txt to determine how the superseded data were derived. FV2069 FV2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE0788238161(NAD 83) FV2069_MARKER: DD = SURVEY DISK FV2069_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) FV2069_STAMPING: CA-HPGN-D STA 05-LL SLO 101 PM 52.29 1993 FV2069_MARK LOGO: CADT FV2069_PROJECTION: FLUSH FV2069_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET FV2069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2069+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004 FV2069_ROD/PIPE-DEPTH: 4.9 meters FV2069 FV2069 HISTORY - Date Condition Report By FV2069 HISTORY - 1993 MONUMENTED CADT FV2069 HISTORY - 20040501 GOOD CADT FV2069 HISTORY - 20040511 GOOD CADT FV2069 FV2069 STATION DESCRIPTION FV2069 FV2069'DESCRIBED BY CALTRANS 1993 FV2069'THE STATION IS LOCATED IN THE CALIFORNIA DEPARTMENT OF TRANSPORTATION FV2069'(CALTRANS) TEMPLETON MAINTENANCE STATION IN THE TOWN OF TEMPLETON. FV2069'$ FV2069'TO REACH THE STATION FROM THE U.S. HIGHWAY 101 AND MAIN STREET FV2069'INTERCHANGE IN THE TOWN OF TEMPLETON, GO WEST ON THE MAIN STREET FV2069'EXTENSION FOR 0.2 MI (0.3 KM) TO THE CALTRANS MAINTENANCE STATION ON FV2069'THE LEFT. FV2069'$ FV2069'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET FV2069'IN CONCRETE FLUSH WITH THE GROUND, INSIDE A GATED 8 FT (2.4 M) BY 8 FV2069'FT (2.4 M) CHAINLINK FENCE ENCLOSURE IN THE SOUTHWEST CORNER OF THE FV2069'MAINTENANCE STATION. FV2069'$ FV2069'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV2069'SURVEY. IT IS NOT INTENDED FOR USE BY NON-CALTRANS PERSONNEL. CONTACT FV2069'THE CALTRANS DISTRICT SURVEYS ENGINEER AT THE CALTRANS DISTRICT FV2069'OFFICE LOCATED AT 50 HIGUERA STREET IN SAN LUIS OBISPO (P.O. BOX FV2069'8114, SAN LUIS OBISPO, CA 93403-8114) FOR FURTHER INFORMATION. FV2069 FV2069 STATION RECOVERY (2004) FV2069 FV2069'RECOVERY NOTE BY CALTRANS 2004 FV2069'RECOVERED IN GOOD CONDITION. FV2069 FV2069 STATION RECOVERY (2004) FV2069 FV2069'RECOVERY NOTE BY CALTRANS 2004 (NT) FV2069'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FV2070 *********************************************************************** FV2070 DESIGNATION - HPGN D CA 05 ML FV2070 PID - FV2070 FV2070 STATE/COUNTY- CA/SAN LUIS OBISPO FV2070 USGS QUAD - PASO ROBLES (1979) FV2070 FV2070 *CURRENT SURVEY CONTROL FV2070 ___________________________________________________________________ FV2070* NAD 83(1992)- 35 38 38.55829(N) 120 40 48.08835(W) ADJUSTED FV2070* NAVD 88 - 224.6 (meters) 737. (feet) GPS OBS FV2070 ___________________________________________________________________ FV2070 EPOCH DATE - 1991.35 FV2070 X - -2,647,788.781 (meters) COMP FV2070 Y - -4,462,928.173 (meters) COMP FV2070 Z - 3,696,278.430 (meters) COMP FV2070 LAPLACE CORR- -1.51 (seconds) DEFLEC99 FV2070 ELLIP HEIGHT- 190.60 (meters) (06/24/96) GPS OBS FV2070 GEOID HEIGHT- -34.09 (meters) GEOID03 FV2070 FV2070 HORZ ORDER - FIRST FV2070 ELLP ORDER - FOURTH CLASS I FV2070 FV2070.The horizontal coordinates were established by GPS observations FV2070.and adjusted by the National Geodetic Survey in June 1996. FV2070.The horizontal coordinates are valid at the epoch date displayed above. FV2070.The epoch date for horizontal control is a decimal equivalence FV2070.of Year/Month/Day. FV2070 FV2070.The orthometric height was determined by GPS observations and a FV2070.high-resolution geoid model. FV2070 FV2070.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV2070 FV2070.The Laplace correction was computed from DEFLEC99 derived deflections. FV2070 FV2070.The ellipsoidal height was determined by GPS observations FV2070.and is referenced to NAD 83. FV2070 FV2070.The geoid height was determined by GEOID03. FV2070 FV2070; North East Units Scale Factor Converg. FV2070;SPC CA 5 - 741,076.966 1,757,296.080 MT 1.00004348 -1 31 39.5 FV2070;SPC CA 5 - 2,431,350.01 5,765,395.56 sFT 1.00004348 -1 31 39.5 FV2070;UTM 10 - 3,946,947.856 710,048.040 MT 1.00014372 +1 21 08.8 FV2070 FV2070! - Elev Factor x Scale Factor = Combined Factor FV2070!SPC CA 5 - 0.99997009 x 1.00004348 = 1.00001356 FV2070!UTM 10 - 0.99997009 x 1.00014372 = 1.00011380 FV2070 FV2070 SUPERSEDED SURVEY CONTROL FV2070 FV2070 NAD 83(1992)- 35 38 38.55818(N) 120 40 48.08832(W) AD(1991.35) 1 FV2070 ELLIP H (08/05/94) 190.59 (m) GP(1991.35) 4 2 FV2070 FV2070.Superseded values are not recommended for survey control. FV2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2070.See file dsdata.txt to determine how the superseded data were derived. FV2070 FV2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE1004846948(NAD 83) FV2070_MARKER: DD = SURVEY DISK FV2070_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) FV2070_STAMPING: CA-HPGN-D STA. 05-ML SLO 046 PM 30.09 1993 FV2070_MARK LOGO: CADT FV2070_PROJECTION: RECESSED 3 CENTIMETERS FV2070_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET FV2070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2070+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004 FV2070_ROD/PIPE-DEPTH: 1.8 meters FV2070 FV2070 HISTORY - Date Condition Report By FV2070 HISTORY - 1993 MONUMENTED CADT FV2070 HISTORY - 20040501 GOOD CADT FV2070 HISTORY - 20040511 GOOD CADT FV2070 FV2070 STATION DESCRIPTION FV2070 FV2070'DESCRIBED BY CALTRANS 1993 FV2070'THE STATION IS LOCATED IN THE NORTHERN PART OF THE CITY OF PASO ROBLES FV2070'NEAR THE JUNCTION OF U.S. HIGHWAY 101 AND STATE HIGHWAY 46 (EAST). FV2070'$ FV2070'TO REACH THE STATION FROM THE JUNCTION OF THE U.S. HIGHWAY 101 AND FV2070'STATE HIGHWAY 46 (EAST), GO EAST ON STATE HIGHWAY 46 FOR 0.33 MI FV2070'(0.53 KM) TO THE STATION ON THE RIGHT AT POST MILE 30.09. A WIDE FV2070'SHOULDER ADJACENT TO THE STATION PROVIDES ADEQUATE PARKING. FV2070'$ FV2070'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET FV2070'IN CONCRETE FLUSH WITH THE GROUND, 136 FT (41.5 M) WEST OF THE SOUTH FV2070'END OF A 3 FT (0.9 M) DIAMETER CONCRETE CULVERT UNDER HIGHWAY 46, 42 FV2070'FT (12.8 M) SOUTH OF THE TOP OF BERM ON THE SOUTH SIDE OF HIGHWAY 46, FV2070'26.5 FT (8.1 M) NORTH OF 5 STRAND BARBED WIRE R/W FENCE, 1.8 FT FV2070'(0.5 M) NORTH OF A CARSONITE WITNESS POST, AND ABOUT 3 FT (0.9 M) FV2070'HIGHER THAN THE HIGHWAY. FV2070'$ FV2070'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV2070'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF FV2070'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN FV2070'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO FV2070'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN FV2070'SAN LUIS OBISPO AT (805) 549-3152. FV2070 FV2070 STATION RECOVERY (2004) FV2070 FV2070'RECOVERY NOTE BY CALTRANS 2004 FV2070'RECOVERED IN GOOD CONDITION. FV2070 FV2070 STATION RECOVERY (2004) FV2070 FV2070'RECOVERY NOTE BY CALTRANS 2004 (NT) FV2070'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FV2071 *********************************************************************** FV2071 DESIGNATION - HPGN D CA 05 MP FV2071 PID - FV2071 FV2071 STATE/COUNTY- CA/SAN LUIS OBISPO FV2071 USGS QUAD - SHANDON (1993) FV2071 FV2071 *CURRENT SURVEY CONTROL FV2071 ___________________________________________________________________ FV2071* NAD 83(1992)- 35 39 17.40414(N) 120 22 51.36432(W) ADJUSTED FV2071* NAVD 88 - 317.6 (meters) 1042. (feet) GPS OBS FV2071 ___________________________________________________________________ FV2071 EPOCH DATE - 1991.35 FV2071 X - -2,624,141.209 (meters) COMP FV2071 Y - -4,476,152.329 (meters) COMP FV2071 Z - 3,697,305.604 (meters) COMP FV2071 LAPLACE CORR- 1.64 (seconds) DEFLEC99 FV2071 ELLIP HEIGHT- 283.71 (meters) (06/24/96) GPS OBS FV2071 GEOID HEIGHT- -33.87 (meters) GEOID03 FV2071 FV2071 HORZ ORDER - FIRST FV2071 ELLP ORDER - FOURTH CLASS I FV2071 FV2071.The horizontal coordinates were established by GPS observations FV2071.and adjusted by the National Geodetic Survey in June 1996. FV2071.The horizontal coordinates are valid at the epoch date displayed above. FV2071.The epoch date for horizontal control is a decimal equivalence FV2071.of Year/Month/Day. FV2071 FV2071.The orthometric height was determined by GPS observations and a FV2071.high-resolution geoid model. FV2071 FV2071.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV2071 FV2071.The Laplace correction was computed from DEFLEC99 derived deflections. FV2071 FV2071.The ellipsoidal height was determined by GPS observations FV2071.and is referenced to NAD 83. FV2071 FV2071.The geoid height was determined by GEOID03. FV2071 FV2071; North East Units Scale Factor Converg. FV2071;SPC CA 5 - 741,592.036 1,784,404.745 MT 1.00004644 -1 21 25.8 FV2071;SPC CA 5 - 2,433,039.87 5,854,334.57 sFT 1.00004644 -1 21 25.8 FV2071;UTM 10 - 3,948,825.743 737,101.156 MT 1.00029280 +1 31 38.5 FV2071 FV2071! - Elev Factor x Scale Factor = Combined Factor FV2071!SPC CA 5 - 0.99995547 x 1.00004644 = 1.00000191 FV2071!UTM 10 - 0.99995547 x 1.00029280 = 1.00024826 FV2071 FV2071 SUPERSEDED SURVEY CONTROL FV2071 FV2071 NAD 83(1992)- 35 39 17.40410(N) 120 22 51.36430(W) AD(1991.35) 1 FV2071 ELLIP H (08/05/94) 283.71 (m) GP(1991.35) 4 2 FV2071 FV2071.Superseded values are not recommended for survey control. FV2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2071.See file dsdata.txt to determine how the superseded data were derived. FV2071 FV2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE3710148826(NAD 83) FV2071_MARKER: DD = SURVEY DISK FV2071_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) FV2071_STAMPING: CA-HPGN-D STA. 05-MP SLO 041 PM 42.30 1993 FV2071_MARK LOGO: CADT FV2071_PROJECTION: FLUSH FV2071_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET FV2071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2071+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 FV2071_ROD/PIPE-DEPTH: 3 meters FV2071 FV2071 HISTORY - Date Condition Report By FV2071 HISTORY - 1993 MONUMENTED CADT FV2071 HISTORY - 20040501 GOOD CADT FV2071 HISTORY - 20040519 GOOD CADT FV2071 FV2071 STATION DESCRIPTION FV2071 FV2071'DESCRIBED BY CALTRANS 1993 FV2071'THE STATION IS LOCATED AT THE CALIFORNIA DEPARTMENT OF TRANSPORTATION FV2071'(CALTRANS) SHANDON MAINTENANCE STATION IN THE TOWN OF SHANDON, ABOUT FV2071'17 MI (27.4 KM) NORTHEAST OF THE CITY OF ATASCADERO AND ABOUT 17 MI FV2071'(27.4 KM) EAST OF THE CITY OF PASO ROBLES. FV2071'$ FV2071'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 46, FV2071'ABOUT 1.5 MI (2.4 KM) NORTHEAST OF THE COMMUNITY OF SHANDON, GO FV2071'SOUTHWEST AND WEST ON STATE HIGHWAY 41 FOR 1.6 MI (2.6 KM) TO THE FV2071'CALTRANS MAINTENANCE STATION ON THE LEFT. FV2071'$ FV2071'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET FV2071'IN CONCRETE FLUSH WITH THE GROUND, INSIDE A GATED 8 FT (2.4 M) BY 8 FV2071'FT (2.4 M) CHAINLINK FENCE ENCLOSURE IN THE SOUTHWEST CORNER OF THE FV2071'MAINTENANCE STATION. FV2071'$ FV2071'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV2071'SURVEY. IT IS NOT INTENDED FOR USE BY NON-CALTRANS PERSONNEL. CONTACT FV2071'THE CALTRANS DISTRICT SURVEYS ENGINEER AT THE CALTRANS DISTRICT FV2071'OFFICE LOCATED AT 50 HIGUERA STREET IN SAN LUIS OBISPO (P.O. BOX FV2071'8114, SAN LUIS OBISPO, CA 93403-8114) FOR FURTHER INFORMATION. FV2071 FV2071 STATION RECOVERY (2004) FV2071 FV2071'RECOVERY NOTE BY CALTRANS 2004 FV2071'RECOVERED IN GOOD CONDITION. FV2071 FV2071 STATION RECOVERY (2004) FV2071 FV2071'RECOVERY NOTE BY CALTRANS 2004 (NT) FV2071'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FV2072 *********************************************************************** FV2072 DESIGNATION - HPGN D CA 05 NK FV2072 PID - FV2072 FV2072 STATE/COUNTY- CA/SAN LUIS OBISPO FV2072 USGS QUAD - SAN MIGUEL (1979) FV2072 FV2072 *CURRENT SURVEY CONTROL FV2072 ___________________________________________________________________ FV2072* NAD 83(1992)- 35 46 22.48335(N) 120 42 29.61870(W) ADJUSTED FV2072* NAVD 88 - 186.73 (meters) 612.6 (feet) LEVELING FV2072 ___________________________________________________________________ FV2072 EPOCH DATE - 1991.35 FV2072 X - -2,645,707.719 (meters) COMP FV2072 Y - -4,454,422.457 (meters) COMP FV2072 Z - 3,707,866.874 (meters) COMP FV2072 LAPLACE CORR- 1.92 (seconds) DEFLEC99 FV2072 ELLIP HEIGHT- 152.72 (meters) (06/24/96) GPS OBS FV2072 GEOID HEIGHT- -34.00 (meters) GEOID03 FV2072 FV2072 HORZ ORDER - FIRST FV2072 VERT ORDER - THIRD ? FV2072 ELLP ORDER - FOURTH CLASS I FV2072 FV2072.The horizontal coordinates were established by GPS observations FV2072.and adjusted by the National Geodetic Survey in June 1996. FV2072.The horizontal coordinates are valid at the epoch date displayed above. FV2072.The epoch date for horizontal control is a decimal equivalence FV2072.of Year/Month/Day. FV2072 FV2072.The orthometric height was determined by differential leveling. FV2072.The vertical network tie was performed by a horz. field party for horz. FV2072.obs reductions. Reset procedures were used to establish the elevation. FV2072 FV2072.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV2072 FV2072.The Laplace correction was computed from DEFLEC99 derived deflections. FV2072 FV2072.The ellipsoidal height was determined by GPS observations FV2072.and is referenced to NAD 83. FV2072 FV2072.The geoid height was determined by GEOID03. FV2072 FV2072; North East Units Scale Factor Converg. FV2072;SPC CA 5 - 755,439.494 1,755,127.852 MT 1.00008113 -1 32 37.4 FV2072;SPC CA 5 - 2,478,471.07 5,758,281.96 sFT 1.00008113 -1 32 37.4 FV2072;SPC CA 4 - 550,150.993 1,845,539.878 MT 1.00005068 -1 01 08.8 FV2072;SPC CA 4 - 1,804,953.72 6,054,908.75 sFT 1.00005068 -1 01 08.8 FV2072;UTM 10 - 3,961,184.260 707,160.199 MT 1.00012885 +1 20 24.7 FV2072 FV2072! - Elev Factor x Scale Factor = Combined Factor FV2072!SPC CA 5 - 0.99997603 x 1.00008113 = 1.00005716 FV2072!SPC CA 4 - 0.99997603 x 1.00005068 = 1.00002671 FV2072!UTM 10 - 0.99997603 x 1.00012885 = 1.00010488 FV2072 FV2072 SUPERSEDED SURVEY CONTROL FV2072 FV2072 NAD 83(1992)- 35 46 22.48332(N) 120 42 29.61870(W) AD(1991.35) 1 FV2072 ELLIP H (08/05/94) 152.72 (m) GP(1991.35) 4 2 FV2072 FV2072.Superseded values are not recommended for survey control. FV2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2072.See file dsdata.txt to determine how the superseded data were derived. FV2072 FV2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE0716061184(NAD 83) FV2072_MARKER: DD = SURVEY DISK FV2072_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) FV2072_STAMPING: CA-HPGN-D STA. 05-NK SLO 101 PM 67.50 1993 FV2072_MARK LOGO: CADT FV2072_PROJECTION: RECESSED 3 CENTIMETERS FV2072_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET FV2072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2072+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004 FV2072_ROD/PIPE-DEPTH: 4.9 meters FV2072 FV2072 HISTORY - Date Condition Report By FV2072 HISTORY - 1993 MONUMENTED CADT FV2072 HISTORY - 20040501 GOOD CADT FV2072 HISTORY - 20040511 GOOD CADT FV2072 FV2072 STATION DESCRIPTION FV2072 FV2072'DESCRIBED BY CALTRANS 1993 FV2072'THE STATION IS LOCATED 0N THE EAST SIDE OF U.S. HIGHWAY 101 NEAR THE FV2072'EASTERN BOUNDARY OF THE CAMP ROBERTS MILITARY RESERVATION, ABOUT 9 MI FV2072'(14.5 KM) NORTH OF THE CITY OF PASO ROBLES, ABOUT 3 MI (4.8 KM) FV2072'SOUTHEAST OF THE MAIN GATE TO CAMP ROBERTS, AND ABOUT 1 MI (1.6 KM) FV2072'NORTH OF THE TOWN OF SAN MIGUEL. FV2072'$ FV2072'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE FV2072'HIGHWAY 46 (EAST) IN THE CITY OF PASO ROBLES, GO NORTH ON U.S. FV2072'HIGHWAY 101 FOR 7.63 MI (12.28 KM) TO THE TENTH STREET UNDERCROSSING FV2072'(BRIDGE NO. 49-163) IN THE TOWN OF SAN MIGUEL. CONTINUE NORTH ON U.S. FV2072'HIGHWAY 101 FOR 1.85 MI (2.98 KM) TO A FRONTAGE ROAD OFF RAMP. TAKE FV2072'THE OFF RAMP AND GO NORTH FOR 0.07 MI (0.11 KM) TO THE STATION ON THE FV2072'RIGHT AT POST MILE 67.50. A DIRT SHOULDER ADJACENT TO THE STATION FV2072'PROVIDES ADEQUATE PARKING. FV2072'$ FV2072'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET FV2072'IN CONCRETE FLUSH WITH THE GROUND, 59 FT (18.0 M) EAST OF THE FV2072'CENTERLINE OF THE NORTH BOUND LANES OF U.S. HIGHWAY 101, 55 FT FV2072'(16.8 M) NORTH OF AN EXIT 45 MPH SIGN ON A WOOD POST, 15.5 FT FV2072'(4.7 M) WEST OF THE WEST EDGE OF PAVEMENT OF THE FRONTAGE ROAD, 8.0 FV2072'FT (2.4 M) EAST OF THE BACK OF ROLLED CURB OF THE OFF RAMP, 2.1 FT FV2072'(0.6 M) WEST OF A CARSONITE WITNESS POST, AND ABOUT 1 FT (0.3 M) FV2072'LOWER THAN THE HIGHWAY. FV2072'$ FV2072'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV2072'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF FV2072'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN FV2072'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO FV2072'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN FV2072'SAN LUIS OBISPO AT (805) 549-3152. FV2072 FV2072 STATION RECOVERY (2004) FV2072 FV2072'RECOVERY NOTE BY CALTRANS 2004 FV2072'RECOVERED IN GOOD CONDITION. FV2072 FV2072 STATION RECOVERY (2004) FV2072 FV2072'RECOVERY NOTE BY CALTRANS 2004 (NT) FV2072'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 DG4559 *********************************************************************** DG4559 DESIGNATION - J 694 RESET DG4559 PID - DG4559 DG4559 STATE/COUNTY- CA/SAN LUIS OBISPO DG4559 USGS QUAD - PIEDRAS BLANCAS (1976) DG4559 DG4559 *CURRENT SURVEY CONTROL DG4559 ___________________________________________________________________ DG4559* NAD 83(1986)- 35 39 56. (N) 121 15 50. (W) SCALED DG4559* NAVD 88 - 9.51 (meters) 31.2 (feet) RESET DG4559 ___________________________________________________________________ DG4559 GEOID HEIGHT- -34.76 (meters) GEOID03 DG4559 DG4559 VERT ORDER - THIRD DG4559 DG4559.The horizontal coordinates were scaled from a topographic map and have DG4559.an estimated accuracy of +/- 6 seconds. DG4559 DG4559.The orthometric height was computed from unverified reset data. DG4559.No vertical observational check was made to the station. DG4559 DG4559.The geoid height was determined by GEOID03. DG4559 DG4559; North East Units Estimated Accuracy DG4559;SPC CA 5 - 745,030. 1,704,520. MT (+/- 180 meters Scaled) DG4559 DG4559 SUPERSEDED SURVEY CONTROL DG4559 DG4559.No superseded survey control is available for this station. DG4559 DG4559_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE571482(NAD 83) DG4559_MARKER: DV = VERTICAL CONTROL DISK DG4559_SETTING: 32 = HEADWALL DG4559_STAMPING: J 694 RESET 1997 DG4559_MARK LOGO: NGS DG4559_MAGNETIC: N = NO MAGNETIC MATERIAL DG4559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG4559+STABILITY: SURFACE MOTION DG4559 DG4559 HISTORY - Date Condition Report By DG4559 HISTORY - 1997 MONUMENTED CADT DG4559 DG4559 STATION DESCRIPTION DG4559 DG4559'DESCRIBED BY CALTRANS 1997 (REF) DG4559'4.5 MILES NW FROM SAN SIMEON (OLD VILLAGE). 0.2 MILE NORTH ALONG DG4559'ASPHALT ROAD FROM US POST OFFICE IN SAN SIMEON (OLD VILLAGE). THENCE DG4559'4.3 MILES NW ALONG STATE HIGHWAY 1, ON RIGHT (NORTHEAST) SIDE OF DG4559'HIGHWAY, OPPOSITE NORTHERLY END OF VISTA POINT ON LEFT (SOUTHWEST) DG4559'SIDE OF HIGHWAY, 100 FEET NORTHWESTERLY FROM SOUTH- BOUND (VISTA DG4559'POINT) SIGN, 12.0 FEET NORTHEAST OF FENCELINE OF NORTHBOUND AC DIKE, DG4559'IN TOP OF EAST END OF HEADWALL, 1.5 FEET WEST OF EAST END OF HEADWALL DG4559'(13 FEET ABOVE FLOWLINE), 11.6 FEET NORTH OF RIGHT EDGE OF PAVEMENT, DG4559'15.5 FEET SOUTH OF EASTERLY WINGWALL, 3.5 FEET BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FV2074 *********************************************************************** FV2074 DESIGNATION - JPL GPS 3093 S FV2074 PID - FV2074 FV2074 STATE/COUNTY- CA/SAN LUIS OBISPO FV2074 USGS QUAD - CHOLAME (1993) FV2074 FV2074 *CURRENT SURVEY CONTROL FV2074 ___________________________________________________________________ FV2074* NAD 83(1992)- 35 44 02.71122(N) 120 17 13.85021(W) ADJUSTED FV2074* NAVD 88 - 347.6 (meters) 1140. (feet) GPS OBS FV2074 ___________________________________________________________________ FV2074 EPOCH DATE - 1991.35 FV2074 X - -2,614,238.097 (meters) COMP FV2074 Y - -4,476,031.048 (meters) COMP FV2074 Z - 3,704,465.002 (meters) COMP FV2074 LAPLACE CORR- 1.46 (seconds) DEFLEC99 FV2074 ELLIP HEIGHT- 314.04 (meters) (06/24/96) GPS OBS FV2074 GEOID HEIGHT- -33.62 (meters) GEOID03 FV2074 FV2074 HORZ ORDER - FIRST FV2074 ELLP ORDER - FOURTH CLASS I FV2074 FV2074.The horizontal coordinates were established by GPS observations FV2074.and adjusted by the National Geodetic Survey in June 1996. FV2074.The horizontal coordinates are valid at the epoch date displayed above. FV2074.The epoch date for horizontal control is a decimal equivalence FV2074.of Year/Month/Day. FV2074 FV2074.The orthometric height was determined by GPS observations and a FV2074.high-resolution geoid model. FV2074 FV2074.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV2074 FV2074.The Laplace correction was computed from DEFLEC99 derived deflections. FV2074 FV2074.The ellipsoidal height was determined by GPS observations FV2074.and is referenced to NAD 83. FV2074 FV2074.The geoid height was determined by GEOID03. FV2074 FV2074; North East Units Scale Factor Converg. FV2074;SPC CA 5 - 750,186.407 1,793,092.809 MT 1.00006925 -1 18 13.4 FV2074;SPC CA 5 - 2,461,236.57 5,882,838.66 sFT 1.00006925 -1 18 13.4 FV2074;UTM 10 - 3,957,849.086 745,347.517 MT 1.00034183 +1 35 06.5 FV2074 FV2074! - Elev Factor x Scale Factor = Combined Factor FV2074!SPC CA 5 - 0.99995071 x 1.00006925 = 1.00001996 FV2074!UTM 10 - 0.99995071 x 1.00034183 = 1.00029253 FV2074 FV2074 SUPERSEDED SURVEY CONTROL FV2074 FV2074 NAD 83(1992)- 35 44 02.71120(N) 120 17 13.85026(W) AD(1991.35) 1 FV2074 ELLIP H (08/05/94) 314.04 (m) GP(1991.35) 4 2 FV2074 FV2074.Superseded values are not recommended for survey control. FV2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2074.See file dsdata.txt to determine how the superseded data were derived. FV2074 FV2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE4534857849(NAD 83) FV2074_MARKER: P = PIPE CAP FV2074_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND FV2074_STAMPING: 3093-S 1992 FV2074_MARK LOGO: JPL FV2074_PROJECTION: RECESSED 8 CENTIMETERS FV2074_MAGNETIC: P = MARKER IS A STEEL PIPE FV2074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2074+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004 FV2074_ROD/PIPE-DEPTH: 3.2 meters FV2074 FV2074 HISTORY - Date Condition Report By FV2074 HISTORY - 1992 MONUMENTED JPL FV2074 HISTORY - 19930518 GOOD CADT FV2074 HISTORY - 19960329 GOOD CADT FV2074 HISTORY - 20040501 GOOD CADT FV2074 HISTORY - 20040511 GOOD CADT FV2074 FV2074 STATION DESCRIPTION FV2074 FV2074'DESCRIBED BY CALTRANS 1993 FV2074'THE STATION IS LOCATED NEAR THE JUNCTION OF STATE HIGHWAYS 41 AND 46, FV2074'ABOUT 24 MI (38.6 KM) EAST OF THE CITY OF PASO ROBLES AND ABOUT 15 MI FV2074'(24.1 KM) SOUTHEAST OF THE TOWN OF PARKFIELD. FV2074'$ FV2074'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE FV2074'HIGHWAY 46 (EAST) IN PASO ROBLES, GO EAST ON STATE HIGHWAY 46 FOR FV2074'18.9 MI (30.4 KM) TO THE JUNCTION WITH STATE HIGHWAY 41. CONTINUE FV2074'EAST ON HIGHWAY 41/46 FOR 6.4 MI (10.3 KM) TO THE STATION ON THE LEFT FV2074'AT HIGHWAY 46 POST MILE 54.97. THE STATION IS ABOUT 100 FT (30.5 M) FV2074'WEST OF CHOLAME VALLEY ROAD AND ABOUT 350 FT (106.7 M) WEST OF THE FV2074'JUNCTION OF HIGHWAYS 41 AND 46. A DIRT SHOULDER ADJACENT TO THE FV2074'STATION PROVIDES ADEQUATE PARKING. FV2074'$ FV2074'THE STATION IS A BRASS PIPE CAP SCREWED AND EPOXIED ON TOP OF A 1.5 FV2074'INCH BY 10.5 FT (3.2 M) GALVANIZED STEEL PIPE INSIDE A 6 INCH BY 2 FT FV2074'(0.6 M) PVC PIPE WITH METAL SLIP-ON COVER. THE MONUMENT IS 0.7 FT FV2074'(21.3 CM) BELOW THE TOP OF THE PVC PIPE AND THE TOP OF THE PVC PIPE FV2074'IS 0.5 FT (15.2 CM) ABOVE GROUND LEVEL. THE STATION IS 99 FT FV2074'(30.2 M) WEST OF THE CENTERLINE OF CHOLAME VALLEY ROAD, 67.5 FT FV2074'(20.6 M) SOUTHWEST OF BENCHMARK A 624 RESET (PID FV0609), 21 FT FV2074'(6.4 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF HIGHWAY 41/46, 3.7 FT FV2074'(1.1 M) SOUTH OF A 5 STRAND BARBED WIRE R/W FENCE, 2.0 FT (0.6 M) FV2074'SOUTH OF A CARSONITE WITNESS POST, AND ABOUT 3 FT (0.9 M) LOWER THAN FV2074'THE HIGHWAY. IT IS BETWEEN THE FIRST TWO METAL FENCE POSTS AS YOU FV2074'PROCEED WEST FROM CHOLAME VALLEY ROAD (POSTS AND FENCE TO THE EAST FV2074'ARE MADE OF WOOD). FV2074'$ FV2074'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV2074'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF FV2074'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN FV2074'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO FV2074'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN FV2074'SAN LUIS OBISPO AT (805) 549-3152. FV2074 FV2074 STATION RECOVERY (1996) FV2074 FV2074'RECOVERY NOTE BY CALTRANS 1996 (RGD) FV2074'RECOVERED AS DESCRIBED. FV2074 FV2074 STATION RECOVERY (2004) FV2074 FV2074'RECOVERY NOTE BY CALTRANS 2004 FV2074'RECOVERED IN GOOD CONDITION. FV2074 FV2074 STATION RECOVERY (2004) FV2074 FV2074'RECOVERY NOTE BY CALTRANS 2004 (NT) FV2074'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FV1478 *********************************************************************** FV1478 DESIGNATION - MONTEREY FV1478 PID - FV1478 FV1478 STATE/COUNTY- CA/SAN LUIS OBISPO FV1478 USGS QUAD - SAN LUIS OBISPO (1994) FV1478 FV1478 *CURRENT SURVEY CONTROL FV1478 ___________________________________________________________________ FV1478* NAD 83(1992)- 35 17 37.68347(N) 120 38 44.35562(W) ADJUSTED FV1478* NAVD 88 - 141.5 (meters) 464. (feet) GPS OBS FV1478 ___________________________________________________________________ FV1478 EPOCH DATE - 1991.35 FV1478 X - -2,656,570.221 (meters) COMP FV1478 Y - -4,483,856.810 (meters) COMP FV1478 Z - 3,664,581.124 (meters) COMP FV1478 LAPLACE CORR- 4.57 (seconds) DEFLEC99 FV1478 ELLIP HEIGHT- 106.98 (meters) (08/05/94) GPS OBS FV1478 GEOID HEIGHT- -34.48 (meters) GEOID03 FV1478 FV1478 HORZ ORDER - FIRST FV1478 ELLP ORDER - FOURTH CLASS II FV1478 FV1478.The horizontal coordinates were established by GPS observations FV1478.and adjusted by the National Geodetic Survey in June 1996. FV1478.The horizontal coordinates are valid at the epoch date displayed above. FV1478.The epoch date for horizontal control is a decimal equivalence FV1478.of Year/Month/Day. FV1478 FV1478.The orthometric height was determined by GPS observations and a FV1478.high-resolution geoid model. FV1478 FV1478.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV1478 FV1478.The Laplace correction was computed from DEFLEC99 derived deflections. FV1478 FV1478.The ellipsoidal height was determined by GPS observations FV1478.and is referenced to NAD 83. FV1478 FV1478.The geoid height was determined by GEOID03. FV1478 FV1478; North East Units Scale Factor Converg. FV1478;SPC CA 5 - 702,148.711 1,759,385.256 MT 0.99996689 -1 30 29.0 FV1478;SPC CA 5 - 2,303,632.90 5,772,249.79 sFT 0.99996689 -1 30 29.0 FV1478;UTM 10 - 3,908,167.450 714,087.396 MT 1.00016487 +1 21 38.8 FV1478 FV1478! - Elev Factor x Scale Factor = Combined Factor FV1478!SPC CA 5 - 0.99998321 x 0.99996689 = 0.99995010 FV1478!UTM 10 - 0.99998321 x 1.00016487 = 1.00014808 FV1478 FV1478: Primary Azimuth Mark Grid Az FV1478:SPC CA 5 - SAN LUIS OBISPO RAD KSLY MAST 212 27 29.3 FV1478:UTM 10 - SAN LUIS OBISPO RAD KSLY MAST 209 35 21.5 FV1478 FV1478|---------------------------------------------------------------------| FV1478| PID Reference Object Distance Geod. Az | FV1478| dddmmss.s | FV1478| DA7285 MONTEREY RM 1 6.348 METERS 06331 | FV1478| FV1481 KSLY APPROX. 3.9 KM 2102141.9 | FV1478| FV1482 SAN LUIS OBISPO RAD KSLY MAST APPROX. 3.9 KM 2105700.3 | FV1478| DA7286 MONTEREY RM 2 5.978 METERS 28406 | FV1478|---------------------------------------------------------------------| FV1478 FV1478 SUPERSEDED SURVEY CONTROL FV1478 FV1478 NAD 83(1992)- 35 17 37.68346(N) 120 38 44.35564(W) AD(1991.35) 1 FV1478 NAD 83(1986)- 35 17 37.67867(N) 120 38 44.34635(W) AD(1984.00) 2 FV1478 NAD 27 - 35 17 37.76855(N) 120 38 40.72601(W) AD( ) 2 FV1478 NGVD 29 (07/19/86) 140.6 (m) 461. (f) VERT ANG FV1478 FV1478.Superseded values are not recommended for survey control. FV1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1478.See file dsdata.txt to determine how the superseded data were derived. FV1478 FV1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE1408708167(NAD 83) FV1478_MARKER: DD = SURVEY DISK FV1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV1478_STAMPING: MONTEREY 1974 FV1478_MARK LOGO: CADH FV1478_MAGNETIC: N = NO MAGNETIC MATERIAL FV1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV1478+STABILITY: SURFACE MOTION FV1478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV1478+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004 FV1478 FV1478 HISTORY - Date Condition Report By FV1478 HISTORY - 1974 MONUMENTED CADT FV1478 HISTORY - 1974 GOOD CADT FV1478 HISTORY - 1978 SEE DESCRIPTION NGS FV1478 HISTORY - 1987 GOOD CADT FV1478 HISTORY - 19930505 GOOD CADT FV1478 HISTORY - 20040501 GOOD CADT FV1478 HISTORY - 20040511 GOOD CADT FV1478 FV1478 STATION DESCRIPTION FV1478 FV1478'DESCRIBED BY CALTRANS 1974 (LDK) FV1478'THIS STATION IS LOCATED IN THE NORTHEAST END OF SAN LUIS OBISPO FV1478'ON THE SIDE OF A HILL IN THE AREA KNOWN AS MONTEREY HEIGHTS. IT FV1478'IS WEST OF AND ABOVE HIGHWAY 101 AND ABOUT 1,000 FEET WEST OF FV1478'THE SOUTH END OF CUESTA PARK. IT COMMANDS AN EXCELLENT VIEW OF FV1478'THE CITY. FV1478' FV1478'TO REACH THE STATION FROM THE U.S. POST OFFICE IN SAN LUIS OBISPO FV1478'AT MARSH AND MORRO STREETS, PROCEED NORTHERLY ON MARSH FOR 0.57 FV1478'MILE TO ITS END AT CALIFORNIA STREET. TURN LEFT ON CALIFORNIA FV1478'FOR 2 BLOCKS TO MONTEREY STREET. TURN RIGHT, NORTH, ON MONTEREY FV1478'FOR 0.4 MILE TO BUENA VISTA STREET. TURN LEFT ON BUENA VISTA, FV1478'CROSSING THE FREEWAY AND FOLLOW BUENA VISTA, A VERY CURVY FV1478'STREET, FOR 0.52 MILE TO THE STATION ON THE RIGHT BETWEEN THE FV1478'CURB AND THE RETAINING WALL. FV1478' FV1478'STATION MARKS ARE STANDARD CALIFORNIA DIVISION OF HIGHWAYS FV1478'3-5/8 INCH BRASS DISKS STAMPED MONTEREY 1974. THE SURFACE FV1478'MARK IS SET IN THE TOP OF A 14-INCH CONCRETE CYLINDER THAT IS FV1478'FLUSH WITH THE GROUND AND 5.5 FEET EAST OF THE CURB. THE FV1478'UNDERGROUND MARK IS SET IN CONCRETE 40 INCHES BELOW THE SURFACE. FV1478' FV1478'REFERENCE MARK NO. 1, A STANDARD CALIFORNIA DIVISION OF HIGHWAYS FV1478'3-5/8 INCH BRASS DISK STAMPED MONTEREY NO. 1 1974, IS SET IN FV1478'THE TOP OF THE EAST CURB OF BUENA VISTA AND IS LEVEL WITH THE FV1478'STATION. FV1478' FV1478'REFERENCE MARK NO. 2, A STANDARD CALIFORNIA DIVISION OF HIGHWAYS FV1478'3-5/8 INCH BRASS DISK STAMPED MONTEREY NO. 2 1974, IS SET IN FV1478'THE TOP OF THE EAST CURB OF BUENA VISTA AND IS ONE FOOT BELOW FV1478'THE STATION. FV1478' FV1478'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS. FV1478 FV1478 STATION RECOVERY (1974) FV1478 FV1478'RECOVERY NOTE BY CALTRANS 1974 FV1478'RECOVERED IN GOOD CONDITION. FV1478 FV1478 STATION RECOVERY (1978) FV1478 FV1478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JWB) FV1478'STATION MARK AND REFERENCE MARKS 1 AND 2 RECOVERED AS DESCRIBED. FV1478' FV1478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN FV1478'SAN LUIS OBISPO. FV1478 FV1478 STATION RECOVERY (1987) FV1478 FV1478'RECOVERY NOTE BY CALTRANS 1987 (WG) FV1478'RECOVERED IN GOOD CONDITION. FV1478 FV1478 STATION RECOVERY (1993) FV1478 FV1478'RECOVERY NOTE BY CALTRANS 1993 FV1478'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AS FV1478'DESCRIBED WITH THE FOLLOWING REVISIONS. FV1478'$ FV1478'STATION IS 17.5 FT (5.3 M) SOUTH OF THE CENTERLINE OF BUENA VISTA FV1478'AVENUE, 6.1 FT (1.9 M) NORTH OF THE SOUTH FACE OF A 9 FT (2.7 M) HIGH FV1478'CONCRETE RETAINING WALL, 5.5 FT (1.7 M) SOUTH OF THE CURB FACE OF FV1478'BUENA VISTA AVENUE, 1.9 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST, FV1478'AND ABOUT 1 FT (0.3 M) HIGHER THAN THE ROADWAY. FV1478'$ FV1478'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV1478'SURVEY. FV1478 FV1478 STATION RECOVERY (2004) FV1478 FV1478'RECOVERY NOTE BY CALTRANS 2004 FV1478'RECOVERED IN GOOD CONDITION. FV1478 FV1478 STATION RECOVERY (2004) FV1478 FV1478'RECOVERY NOTE BY CALTRANS 2004 (NT) FV1478'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 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 48. (N) 120 41 27. (W) SCALED AB3106* NAVD 88 - 219.37 (meters) 719.7 (feet) RESET AB3106 ___________________________________________________________________ AB3106 GEOID HEIGHT- -34.11 (meters) GEOID03 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 GEOID03. AB3106 AB3106; North East Units Estimated Accuracy AB3106;SPC CA 5 - 737,700. 1,756,230. 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: 10SGE091435(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 = AUGUST 12, 2004 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 57. (N) 120 42 07. (W) SCALED AC9285* NAVD 88 - 244.65 (meters) 802.7 (feet) RESET AC9285 ___________________________________________________________________ AC9285 GEOID HEIGHT- -34.14 (meters) GEOID03 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 GEOID03. AC9285 AC9285; North East Units Estimated Accuracy AC9285;SPC CA 5 - 732,460. 1,755,080. 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: 10SGE082382(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 = AUGUST 12, 2004 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 31. (N) 120 42 41. (W) SCALED AB3108* NAVD 88 - 194.19 (meters) 637.1 (feet) RESET AB3108 ___________________________________________________________________ AB3108 GEOID HEIGHT- -34.00 (meters) GEOID03 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 GEOID03. AB3108 AB3108; North East Units Estimated Accuracy AB3108;SPC CA 5 - 755,710. 1,754,850. 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 = AUGUST 12, 2004 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 40. (N) 120 40 46. (W) SCALED AA9725* NAVD 88 - 218.16 (meters) 715.7 (feet) RESET AA9725 ___________________________________________________________________ AA9725 GEOID HEIGHT- -34.09 (meters) GEOID03 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 GEOID03. AA9725 AA9725; North East Units Estimated Accuracy AA9725;SPC CA 5 - 741,120. 1,757,350. 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 = AUGUST 12, 2004 FV1141 *********************************************************************** FV1141 FBN - This is a Federal Base Network Control Station. FV1141 DESIGNATION - Q 1315 FV1141 PID - FV1141 FV1141 STATE/COUNTY- CA/SAN LUIS OBISPO FV1141 USGS QUAD - BURRO MOUNTAIN (1972) FV1141 FV1141 *CURRENT SURVEY CONTROL FV1141 ___________________________________________________________________ FV1141* NAD 83(1998)- 35 47 40.25463(N) 121 20 42.24027(W) ADJUSTED FV1141* NAVD 88 - 144.342 (meters) 473.56 (feet) ADJUSTED FV1141 ___________________________________________________________________ FV1141 EPOCH DATE - 1998.50 FV1141 X - -2,694,306.786 (meters) COMP FV1141 Y - -4,423,514.368 (meters) COMP FV1141 Z - 3,709,786.422 (meters) COMP FV1141 LAPLACE CORR- 12.89 (seconds) DEFLEC99 FV1141 ELLIP HEIGHT- 109.98 (meters) (04/06/00) GPS OBS FV1141 GEOID HEIGHT- -34.38 (meters) GEOID03 FV1141 DYNAMIC HT - 144.220 (meters) 473.16 (feet) COMP FV1141 MODELED GRAV- 979,785.0 (mgal) NAVD 88 FV1141 OBS GRAVITY - 979,783.5 (mgal) GRAV_OBS FV1141 FV1141 HORZ ORDER - A FV1141 VERT ORDER - FIRST CLASS I FV1141 ELLP ORDER - THIRD CLASS I FV1141 FV1141.ITRF positions are available for this station. FV1141.The horizontal coordinates were established by GPS observations FV1141.and adjusted by the National Geodetic Survey in April 2000. FV1141.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV1141.DATUM ITEM on the data sheet items page. FV1141.The horizontal coordinates are valid at the epoch date displayed above. FV1141.The epoch date for horizontal control is a decimal equivalence FV1141.of Year/Month/Day. FV1141 FV1141.The orthometric height was determined by differential leveling FV1141.and adjusted by the National Geodetic Survey in June 1991. FV1141 FV1141.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV1141 FV1141.The Laplace correction was computed from DEFLEC99 derived deflections. FV1141 FV1141.The ellipsoidal height was determined by GPS observations FV1141.and is referenced to NAD 83. FV1141 FV1141.The geoid height was determined by GEOID03. FV1141 FV1141.The dynamic height is computed by dividing the NAVD 88 FV1141.geopotential number by the normal gravity value computed on the FV1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV1141.degrees latitude (g = 980.6199 gals.). FV1141 FV1141.The modeled gravity was interpolated from observed gravity values. FV1141.The observed gravity was obtained from relative gravimeter ties FV1141.to the IGSN71 gravity network. FV1141 FV1141; North East Units Scale Factor Converg. FV1141;SPC CA 5 - 759,569.122 1,697,645.192 MT 1.00008794 -1 54 24.2 FV1141;SPC CA 5 - 2,492,019.69 5,569,690.93 sFT 1.00008794 -1 54 24.2 FV1141;SPC CA 4 - 553,762.491 1,788,024.462 MT 1.00004519 -1 23 56.5 FV1141;SPC CA 4 - 1,816,802.44 5,866,210.26 sFT 1.00004519 -1 23 56.5 FV1141;UTM 10 - 3,962,420.986 649,547.805 MT 0.99987559 +0 58 05.2 FV1141 FV1141! - Elev Factor x Scale Factor = Combined Factor FV1141!SPC CA 5 - 0.99998274 x 1.00008794 = 1.00007068 FV1141!SPC CA 4 - 0.99998274 x 1.00004519 = 1.00002793 FV1141!UTM 10 - 0.99998274 x 0.99987559 = 0.99985833 FV1141 FV1141 SUPERSEDED SURVEY CONTROL FV1141 FV1141 NAD 83(1992)- 35 47 40.24520(N) 121 20 42.22981(W) AD(1991.35) 1 FV1141 ELLIP H (06/24/96) 110.08 (m) GP(1991.35) 4 1 FV1141 NAD 83(1992)- 35 47 40.24516(N) 121 20 42.22981(W) AD(1991.35) 1 FV1141 ELLIP H (08/05/94) 110.08 (m) GP(1991.35) 4 2 FV1141 NAVD 88 (04/06/00) 144.34 (m) 473.6 (f) LEVELING 3 FV1141 NGVD 29 (10/21/93) 143.497 (m) 470.79 (f) ADJUSTED 1 1 FV1141 FV1141.Superseded values are not recommended for survey control. FV1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1141.See file dsdata.txt to determine how the superseded data were derived. FV1141 FV1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE4954862421(NAD 83) FV1141_MARKER: DV = VERTICAL CONTROL DISK FV1141_SETTING: 66 = SET IN ROCK OUTCROP FV1141_STAMPING: Q 1315 1977 FV1141_MARK LOGO: NGS FV1141_PROJECTION: FLUSH FV1141_MAGNETIC: N = NO MAGNETIC MATERIAL FV1141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FV1141+STABILITY: POSITION/ELEVATION WELL FV1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV1141+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 FV1141 FV1141 HISTORY - Date Condition Report By FV1141 HISTORY - 1977 MONUMENTED NGS FV1141 HISTORY - 19930510 GOOD CADT FV1141 HISTORY - 19980416 GOOD NGS FV1141 HISTORY - 20040505 GOOD CADT FV1141 HISTORY - 20040519 GOOD CADT FV1141 FV1141 STATION DESCRIPTION FV1141 FV1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 FV1141'16.2 MI NW FROM SAN SIMEON. FV1141'16.2 MILES NORTHWESTERLY ALONG STATE HIGHWAY 1 FROM THE HEARST FV1141'CASTLE PARKING FACILITY ENTRANCE AT SAN SIMEON, AT THE SAN LUIS FV1141'OBISPO AND MONTEREY COUNTY LINE, 20 FEET SOUTH OF THE CENTER OF FV1141'HIGHWAY, 50 FEET NORTH OF A DROP OFF TO THE OCEAN AND ABOUT 110 FV1141'FEET SOUTH-SOUTHEAST OF A MONTEREY COUNTY LINE SIGN. FV1141 FV1141 STATION RECOVERY (1993) FV1141 FV1141'RECOVERY NOTE BY CALTRANS 1993 FV1141'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. FV1141'$ FV1141'THE STATION IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY 1 AT THE SAN FV1141'LUIS OBISPO/MONTEREY COUNTY LINE, ABOUT 40 MI (64.4 KM) NORTHWEST OF FV1141'THE CITY OF MORRO BAY AND ABOUT 13 MI (20.9 KM) NORTHWEST OF THE FV1141'ENTRANCE TO THE HEARST CASTLE VISITORS CENTER AT SAN SIMEON. FV1141'$ FV1141'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 46, FV1141'ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF THE TOWN OF CAMBRIA, GO NORTH ON FV1141'STATE HIGHWAY 1 FOR 17.8 MI (28.6 KM) TO A SIDE ROAD LEFT, THE FV1141'ENTRANCE ROAD TO THE PIEDRAS BLANCAS LIGHTHOUSE. CONTINUE NORTH ON FV1141'STATE HIGHWAY 1 FOR 9.1 MI (14.6 KM) TO RAGGED POINT. CONTINUE NORTH FV1141'ON STATE HIGHWAY 1 FOR 1.4 MI (2.3 KM) TO THE STATION ON THE LEFT. A FV1141'GRAVEL TURNOUT ABOUT 100 FT (30.5 M) NORTHEAST OF THE STATION FV1141'PROVIDES ADEQUATE PARKING. FV1141'$ FV1141'THE STATION IS 125 FT (38.1 M) SOUTHWEST OF THE CENTERLINE OF STATE FV1141'HIGHWAY 1, 71 FT (21.6 M) SOUTHWEST OF A 6 STRAND BARBED WIRE R/W FV1141'FENCE, 3.0 FT (0.9 M) EAST OF A METAL WITNESS POST, AND ABOUT 20 FT FV1141'(6.1 M) LOWER THAN THE HIGHWAY. FV1141'$ FV1141'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV1141'SURVEY. FV1141 FV1141 STATION RECOVERY (1998) FV1141 FV1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) FV1141'RECOVERED AS DESCRIBED. NOTE--CAUTION, THIS STATION IS ON A VERY HIGH FV1141'CLIFF. FV1141 FV1141 STATION RECOVERY (2004) FV1141 FV1141'RECOVERY NOTE BY CALTRANS 2004 (NT) FV1141'RECOVERED IN GOOD CONDITION. FV1141 FV1141 STATION RECOVERY (2004) FV1141 FV1141'RECOVERY NOTE BY CALTRANS 2004 (RF) FV1141'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 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 42. (N) 120 32 34. (W) SCALED FV0444* NAVD 88 - 62.49 (+/-2cm) 205.0 (feet) VERTCON FV0444 ___________________________________________________________________ FV0444 GEOID HEIGHT- -35.13 (meters) GEOID03 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 NGVD 29 superseded value. FV0444 FV0444.The geoid height was determined by GEOID03. FV0444 FV0444; North East Units Estimated Accuracy FV0444;SPC CA 5 - 678,010. 1,768,140. MT (+/- 180 meters Scaled) FV0444 FV0444 SUPERSEDED SURVEY CONTROL FV0444 FV0444 NGVD 29 (07/01/04) 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 = AUGUST 12, 2004 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 54. (N) 121 19 10. (W) SCALED AJ8710* NAVD 88 - 10.13 (meters) 33.2 (feet) RESET AJ8710 ___________________________________________________________________ AJ8710 GEOID HEIGHT- -34.44 (meters) GEOID03 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 GEOID03. AJ8710 AJ8710; North East Units Estimated Accuracy AJ8710;SPC CA 5 - 756,220. 1,699,850. 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 = AUGUST 12, 2004 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 35. (N) 120 42 58. (W) SCALED AC9282* NAVD 88 - 262.69 (meters) 861.8 (feet) RESET AC9282 ___________________________________________________________________ AC9282 GEOID HEIGHT- -34.15 (meters) GEOID03 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 GEOID03. AC9282 AC9282; North East Units Estimated Accuracy AC9282;SPC CA 5 - 729,960. 1,753,730. 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 = AUGUST 12, 2004 FV1106 *********************************************************************** FV1106 DESIGNATION - S 1314 FV1106 PID - FV1106 FV1106 STATE/COUNTY- CA/SAN LUIS OBISPO FV1106 USGS QUAD - CAYUCOS (1994) FV1106 FV1106 *CURRENT SURVEY CONTROL FV1106 ___________________________________________________________________ FV1106* NAD 83(1992)- 35 26 33.74714(N) 120 53 26.11254(W) ADJUSTED FV1106* NAVD 88 - 34.521 (meters) 113.26 (feet) ADJUSTED FV1106 ___________________________________________________________________ FV1106 EPOCH DATE - 1991.35 FV1106 X - -2,670,759.439 (meters) COMP FV1106 Y - -4,464,178.087 (meters) COMP FV1106 Z - 3,677,991.077 (meters) COMP FV1106 LAPLACE CORR- 4.52 (seconds) DEFLEC99 FV1106 ELLIP HEIGHT- -0.15 (meters) (06/24/96) GPS OBS FV1106 GEOID HEIGHT- -34.67 (meters) GEOID03 FV1106 DYNAMIC HT - 34.491 (meters) 113.16 (feet) COMP FV1106 MODELED GRAV- 979,763.0 (mgal) NAVD 88 FV1106 FV1106 HORZ ORDER - FIRST FV1106 VERT ORDER - FIRST CLASS I FV1106 ELLP ORDER - FOURTH CLASS I FV1106 FV1106.The horizontal coordinates were established by GPS observations FV1106.and adjusted by the National Geodetic Survey in June 1996. FV1106.The horizontal coordinates are valid at the epoch date displayed above. FV1106.The epoch date for horizontal control is a decimal equivalence FV1106.of Year/Month/Day. FV1106 FV1106.The orthometric height was determined by differential leveling FV1106.and adjusted by the National Geodetic Survey in June 1991. FV1106 FV1106.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV1106 FV1106.The Laplace correction was computed from DEFLEC99 derived deflections. FV1106 FV1106.The ellipsoidal height was determined by GPS observations FV1106.and is referenced to NAD 83. FV1106 FV1106.The geoid height was determined by GEOID03. FV1106 FV1106.The dynamic height is computed by dividing the NAVD 88 FV1106.geopotential number by the normal gravity value computed on the FV1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV1106.degrees latitude (g = 980.6199 gals.). FV1106 FV1106.The modeled gravity was interpolated from observed gravity values. FV1106 FV1106; North East Units Scale Factor Converg. FV1106;SPC CA 5 - 719,275.790 1,737,590.241 MT 0.99999487 -1 38 51.6 FV1106;SPC CA 5 - 2,359,823.99 5,700,743.98 sFT 0.99999487 -1 38 51.6 FV1106;UTM 10 - 3,924,183.747 691,459.254 MT 1.00005175 +1 13 24.9 FV1106 FV1106! - Elev Factor x Scale Factor = Combined Factor FV1106!SPC CA 5 - 1.00000002 x 0.99999487 = 0.99999489 FV1106!UTM 10 - 1.00000002 x 1.00005175 = 1.00005177 FV1106 FV1106 SUPERSEDED SURVEY CONTROL FV1106 FV1106 NAD 83(1992)- 35 26 33.74713(N) 120 53 26.11245(W) AD(1991.35) 1 FV1106 ELLIP H (08/05/94) -0.15 (m) GP(1991.35) 4 2 FV1106 NGVD 29 (10/21/93) 33.682 (m) 110.50 (f) ADJUSTED 1 1 FV1106 FV1106.Superseded values are not recommended for survey control. FV1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1106.See file dsdata.txt to determine how the superseded data were derived. FV1106 FV1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE9145924184(NAD 83) FV1106_MARKER: DV = VERTICAL CONTROL DISK FV1106_SETTING: 34 = CONCRETE BRIDGE RAILING FV1106_STAMPING: S 1314 1977 FV1106_MARK LOGO: NGS FV1106_MAGNETIC: N = NO MAGNETIC MATERIAL FV1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV1106+STABILITY: SURFACE MOTION FV1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV1106+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2004 FV1106 FV1106 HISTORY - Date Condition Report By FV1106 HISTORY - 1977 MONUMENTED NGS FV1106 HISTORY - 19930505 GOOD CADT FV1106 HISTORY - 20040501 GOOD CADT FV1106 HISTORY - 20040505 GOOD CADT FV1106 FV1106 STATION DESCRIPTION FV1106 FV1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 FV1106'1.0 MI SE FROM CAYUCOS. FV1106'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY FROM THE CAYUCOS DRIVE FV1106'OVERPASS OVER STATE HIGHWAY 1 AT CAYUCOS, SET IN TOP AND 1 FOOT FV1106'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST COMBINATION FV1106'CONCRETE AND PIPE GUARDRAIL FOR THE OVERPASS OVER OLD CREEK ROAD, FV1106'20.5 FEET NORTHEAST OF THE CENTER LINE OF THE NORTH BOUND LANES FV1106'OF THE HIGHWAY. FV1106 FV1106 STATION RECOVERY (1993) FV1106 FV1106'RECOVERY NOTE BY CALTRANS 1993 FV1106'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. FV1106'$ FV1106'THE STATION IS LOCATED ON THE EAST SIDE OF STATE HIGHWAY 1 IN THE FV1106'COMMUNITY OF CAYUCOS, ABOUT 13.5 MI (21.7 KM) WEST-SOUTHWEST OF THE FV1106'CITY OF ATASCADERO AND ABOUT 7 MI (11.3 KM) NORTH-NORTHWEST OF THE FV1106'CITY OF MORRO BAY. FV1106'$ FV1106'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 41 IN FV1106'THE CITY OF MORRO BAY, GO NORTH ON STATE HIGHWAY 1 FOR 4.3 MI FV1106'(6.9 KM) TO THE OLD CREEK BRIDGE (NO. 49-70). CONTINUE NORTH ON STATE FV1106'HIGHWAY 1 FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT AT THE FV1106'NORTH END OF THE OLD CREEK ROAD UNDERCROSSING (BRIDGE NO. 49-197) AT FV1106'POST MILE 34.96. A PAVED SHOULDER ADJACENT TO THE STATION PROVIDES FV1106'ADEQUATE PARKING. FV1106'$ FV1106'THE STATION IS IN THE TOP OF THE CONCRETE BRIDGE RAILING, 8.5 FT FV1106'(2.6 M) NORTH OF A 3 STRAND BARBED WIRE R/W FENCE, 1 FT (0.3 M) SOUTH FV1106'OF A CARSONITE WITNESS POST, 1.0 FT (0.3 M) SOUTH OF THE NORTH END OF FV1106'A 3 FT (0.9 M) HIGH BRIDGE WING WALL, 0.5 FT (15.2 CM) EAST OF THE FV1106'EDGE OF PAVEMENT OF THE NORTH BOUND LANES OF STATE HIGHWAY 1, AND FV1106'ABOUT 2 FT (0.6 M) HIGHER THAN THE HIGHWAY. FV1106'$ FV1106'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV1106'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF FV1106'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN FV1106'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO FV1106'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN FV1106'SAN LUIS OBISPO AT (805) 549-3152. FV1106 FV1106 STATION RECOVERY (2004) FV1106 FV1106'RECOVERY NOTE BY CALTRANS 2004 FV1106'RECOVERED IN GOOD CONDITION. FV1106 FV1106 STATION RECOVERY (2004) FV1106 FV1106'RECOVERY NOTE BY CALTRANS 2004 (NT) FV1106'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 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 36. (N) 120 42 23. (W) SCALED AC9281* NAVD 88 - 245.50 (meters) 805.4 (feet) RESET AC9281 ___________________________________________________________________ AC9281 GEOID HEIGHT- -34.16 (meters) GEOID03 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 GEOID03. AC9281 AC9281; North East Units Estimated Accuracy AC9281;SPC CA 5 - 728,120. 1,754,560. 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 = AUGUST 12, 2004 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 17. (N) 120 37 14. (W) SCALED FV0422* NAVD 88 - 18.52 (+/-2cm) 60.8 (feet) VERTCON FV0422 ___________________________________________________________________ FV0422 GEOID HEIGHT- -35.20 (meters) GEOID03 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 NGVD 29 superseded value. FV0422 FV0422.The geoid height was determined by GEOID03. FV0422 FV0422; North East Units Estimated Accuracy FV0422;SPC CA 5 - 681,120. 1,761,120. MT (+/- 180 meters Scaled) FV0422 FV0422 SUPERSEDED SURVEY CONTROL FV0422 FV0422 NGVD 29 (07/01/04) 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 = AUGUST 12, 2004 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 39. (N) 120 40 44. (W) SCALED FV0722* NAVD 88 - 35.07 (meters) 115.1 (feet) RESET FV0722 ___________________________________________________________________ FV0722 GEOID HEIGHT- -35.14 (meters) GEOID03 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 GEOID03. FV0722 FV0722; North East Units Estimated Accuracy FV0722;SPC CA 5 - 687,480. 1,755,970. MT (+/- 180 meters Scaled) FV0722 FV0722 SUPERSEDED SURVEY CONTROL FV0722 FV0722 NGVD 29 (07/01/04) 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 = AUGUST 12, 2004 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- -33.84 (meters) GEOID03 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 NGVD 29 superseded value. FV1045 FV1045.The Laplace correction was computed from DEFLEC99 derived deflections. FV1045 FV1045.The geoid height was determined by GEOID03. FV1045 FV1045; North East Units Scale Factor 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! - Elev Factor x Scale Factor = Combined Factor FV1045!SPC CA 5 - 0.99990927 x 0.99997695 = 0.99988622 FV1045!UTM 10 - 0.99990927 x 1.00051287 = 1.00042209 FV1045!UTM 11 - 0.99990927 x 1.00051917 = 1.00042839 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 (07/01/04) 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 = AUGUST 12, 2004 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 07. (N) 120 00 17. (W) SCALED FV1046* NAVD 88 - 611.93 (+/-2cm) 2007.6 (feet) VERTCON FV1046 ___________________________________________________________________ FV1046 GEOID HEIGHT- -33.84 (meters) GEOID03 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 NGVD 29 superseded value. FV1046 FV1046.The geoid height was determined by GEOID03. FV1046 FV1046; North East Units Estimated Accuracy FV1046;SPC CA 5 - 707,250. 1,817,800. MT (+/- 180 meters Scaled) FV1046 FV1046 SUPERSEDED SURVEY CONTROL FV1046 FV1046 NGVD 29 (07/01/04) 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 = AUGUST 12, 2004 FV2076 *********************************************************************** FV2076 DESIGNATION - SLO 1 PM 53.8 FV2076 PID - FV2076 FV2076 STATE/COUNTY- CA/SAN LUIS OBISPO FV2076 USGS QUAD - PICO CREEK (1979) FV2076 FV2076 *CURRENT SURVEY CONTROL FV2076 ___________________________________________________________________ FV2076* NAD 83(1992)- 35 36 18.56232(N) 121 08 04.13649(W) ADJUSTED FV2076* NAVD 88 - 26.0 (meters) 85. (feet) GPS OBS FV2076 ___________________________________________________________________ FV2076 EPOCH DATE - 1991.35 FV2076 X - -2,684,319.858 (meters) COMP FV2076 Y - -4,443,798.947 (meters) COMP FV2076 Z - 3,692,655.186 (meters) COMP FV2076 LAPLACE CORR- 5.41 (seconds) DEFLEC99 FV2076 ELLIP HEIGHT- -8.56 (meters) (06/24/96) GPS OBS FV2076 GEOID HEIGHT- -34.63 (meters) GEOID03 FV2076 FV2076 HORZ ORDER - FIRST FV2076 ELLP ORDER - FOURTH CLASS I FV2076 FV2076.The horizontal coordinates were established by GPS observations FV2076.and adjusted by the National Geodetic Survey in June 1996. FV2076.The horizontal coordinates are valid at the epoch date displayed above. FV2076.The epoch date for horizontal control is a decimal equivalence FV2076.of Year/Month/Day. FV2076 FV2076.The orthometric height was determined by GPS observations and a FV2076.high-resolution geoid model. FV2076 FV2076.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV2076 FV2076.The Laplace correction was computed from DEFLEC99 derived deflections. FV2076 FV2076.The ellipsoidal height was determined by GPS observations FV2076.and is referenced to NAD 83. FV2076 FV2076.The geoid height was determined by GEOID03. FV2076 FV2076; North East Units Scale Factor Converg. FV2076;SPC CA 5 - 737,954.548 1,716,018.071 MT 1.00003312 -1 47 12.1 FV2076;SPC CA 5 - 2,421,105.88 5,629,969.29 sFT 1.00003312 -1 47 12.1 FV2076;UTM 10 - 3,941,757.854 668,978.488 MT 0.99995187 +1 05 10.9 FV2076 FV2076! - Elev Factor x Scale Factor = Combined Factor FV2076!SPC CA 5 - 1.00000134 x 1.00003312 = 1.00003446 FV2076!UTM 10 - 1.00000134 x 0.99995187 = 0.99995321 FV2076 FV2076 SUPERSEDED SURVEY CONTROL FV2076 FV2076 NAD 83(1992)- 35 36 18.56226(N) 121 08 04.13646(W) AD(1991.35) 1 FV2076 ELLIP H (08/05/94) -8.56 (m) GP(1991.35) 4 2 FV2076 FV2076.Superseded values are not recommended for survey control. FV2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2076.See file dsdata.txt to determine how the superseded data were derived. FV2076 FV2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE6897841758(NAD 83) FV2076_MARKER: DD = SURVEY DISK FV2076_SETTING: 0 = UNSPECIFIED SETTING FV2076_STAMPING: SLO-01 PM 53.8 GPS-7 1986 FV2076_MARK LOGO: CADT FV2076_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET FV2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV2076+STABILITY: SURFACE MOTION FV2076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2076+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2004 FV2076 FV2076 HISTORY - Date Condition Report By FV2076 HISTORY - 1986 MONUMENTED CADT FV2076 HISTORY - 19930517 GOOD CADT FV2076 HISTORY - 20040501 GOOD CADT FV2076 HISTORY - 20040505 GOOD CADT FV2076 FV2076 STATION DESCRIPTION FV2076 FV2076'DESCRIBED BY CALTRANS 1993 FV2076'THE STATION IS LOCATED ON THE EAST SIDE OF STATE HIGHWAY 1, ABOUT 25 FV2076'MI (40.2 KM) WEST OF THE CITY OF PASO ROBLES, ABOUT 23 MI (37.0 KM) FV2076'NORTHWEST OF THE CITY OF MORRO BAY, ABOUT 4 MI (6.4 KM) SOUTHEAST OF FV2076'THE ENTRANCE TO THE HEARST CASTLE VISITORS CENTER AT SAN SIMEON AND FV2076'ABOUT 4 MI (6.4 KM) NORTH OF THE TOWN OF CAMBRIA. FV2076'$ FV2076'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 46, FV2076'ABOUT 3.5 MI (5.6 KM) SOUTHEAST OF CAMBRIA, GO NORTH ON STATE HIGHWAY FV2076'1 FOR 7.23 MI (11.64 KM) TO A SIDE ROAD RIGHT, SAN SIMEON CREEK ROAD. FV2076'CONTINUE NORTH ON STATE HIGHWAY 1 FOR 0.58 MI (0.93 KM) TO THE FV2076'STATION ON THE RIGHT ON TOP OF THE HIGHEST POINT OF THE CUT SLOPE AT FV2076'POST MILE 53.8. A WIDE DIRT SHOULDER AT THE TOE OF SLOPE PROVIDES FV2076'ADEQUATE PARKING. FV2076'$ FV2076'THE STATION IS A 4 INCH DIAMETER BERNSTEN W-1-B EXTENDABLE HIGHWAY FV2076'MONUMENT SET IN CONCRETE. THE UNDERGROUND MARK IS COMPRISED OF 2 FV2076'UNSTAMPED 11 INCH BREAKAWAY SECTIONS WITH MAGNET SET IN CONCRETE, 3.0 FV2076'FT (0.9 M) BELOW THE SURFACE. THE STATION IS 113 FT (34.4 M) EAST OF FV2076'THE CENTERLINE OF STATE HIGHWAY 1, 2.5 FT (0.8 M) WEST OF A 5 STRAND FV2076'BARBED WIRE R/W FENCE, 2.5 FT (0.8 M) SOUTH OF A CARSONITE WITNESS FV2076'POST, 2.2 FT (0.7 M) WEST OF A SECOND CARSONITE WITNESS POST, AND FV2076'ABOUT 15 FT (4.6 M) HIGHER THAN THE HIGHWAY. FV2076'$ FV2076'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV2076'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF FV2076'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN FV2076'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO FV2076'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN FV2076'SAN LUIS OBISPO AT (805) 549-3152. FV2076 FV2076 STATION RECOVERY (2004) FV2076 FV2076'RECOVERY NOTE BY CALTRANS 2004 FV2076'RECOVERED IN GOOD CONDITION. FV2076 FV2076 STATION RECOVERY (2004) FV2076 FV2076'RECOVERY NOTE BY CALTRANS 2004 (NT) FV2076'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FV2077 *********************************************************************** FV2077 DESIGNATION - SLO 101 PM 46.87 FV2077 PID - FV2077 FV2077 STATE/COUNTY- CA/SAN LUIS OBISPO FV2077 USGS QUAD - ATASCADERO (1993) FV2077 FV2077 *CURRENT SURVEY CONTROL FV2077 ___________________________________________________________________ FV2077* NAD 83(1992)- 35 29 48.47167(N) 120 40 59.35105(W) ADJUSTED FV2077* NAVD 88 - 278.0 (meters) 912. (feet) GPS OBS FV2077 ___________________________________________________________________ FV2077 EPOCH DATE - 1991.35 FV2077 X - -2,652,904.192 (meters) COMP FV2077 Y - -4,470,994.007 (meters) COMP FV2077 Z - 3,683,020.297 (meters) COMP FV2077 LAPLACE CORR- 0.80 (seconds) DEFLEC99 FV2077 ELLIP HEIGHT- 243.82 (meters) (08/05/94) GPS OBS FV2077 GEOID HEIGHT- -34.14 (meters) GEOID03 FV2077 FV2077 HORZ ORDER - FIRST FV2077 ELLP ORDER - FOURTH CLASS II FV2077 FV2077.The horizontal coordinates were established by GPS observations FV2077.and adjusted by the National Geodetic Survey in June 1996. FV2077.The horizontal coordinates are valid at the epoch date displayed above. FV2077.The epoch date for horizontal control is a decimal equivalence FV2077.of Year/Month/Day. FV2077 FV2077.The orthometric height was determined by GPS observations and a FV2077.high-resolution geoid model. FV2077 FV2077.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV2077 FV2077.The Laplace correction was computed from DEFLEC99 derived deflections. FV2077 FV2077.The ellipsoidal height was determined by GPS observations FV2077.and is referenced to NAD 83. FV2077 FV2077.The geoid height was determined by GEOID03. FV2077 FV2077; North East Units Scale Factor Converg. FV2077;SPC CA 5 - 724,752.813 1,756,576.771 MT 1.00000671 -1 31 45.9 FV2077;SPC CA 5 - 2,377,793.19 5,763,035.62 sFT 1.00000671 -1 31 45.9 FV2077;UTM 10 - 3,930,606.224 710,149.180 MT 1.00014426 +1 20 44.8 FV2077 FV2077! - Elev Factor x Scale Factor = Combined Factor FV2077!SPC CA 5 - 0.99996173 x 1.00000671 = 0.99996844 FV2077!UTM 10 - 0.99996173 x 1.00014426 = 1.00010599 FV2077 FV2077 SUPERSEDED SURVEY CONTROL FV2077 FV2077 NAD 83(1992)- 35 29 48.47167(N) 120 40 59.35110(W) AD(1991.35) 1 FV2077 FV2077.Superseded values are not recommended for survey control. FV2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2077.See file dsdata.txt to determine how the superseded data were derived. FV2077 FV2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE1014930606(NAD 83) FV2077_MARKER: DD = SURVEY DISK FV2077_SETTING: 38 = BRIDGE ABUTMENT FV2077_STAMPING: SLO-101 46.87 FV2077_MARK LOGO: CADH FV2077_MAGNETIC: N = NO MAGNETIC MATERIAL FV2077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FV2077+STABILITY: POSITION/ELEVATION WELL FV2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2077+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004 FV2077 FV2077 HISTORY - Date Condition Report By FV2077 HISTORY - 1976 MONUMENTED CADT FV2077 HISTORY - 19930517 GOOD CADT FV2077 HISTORY - 20040501 GOOD CADT FV2077 HISTORY - 20040511 GOOD CADT FV2077 FV2077 STATION DESCRIPTION FV2077 FV2077'DESCRIBED BY CALTRANS 1993 FV2077'THE STATION IS LOCATED IN THE CITY OF ATASCADERO AT THE U.S. HIGHWAY FV2077'101 AND SAN ANSELMO ROAD INTERCHANGE. FV2077'$ FV2077'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE FV2077'HIGHWAY 41 (MORRO ROAD) IN THE CITY OF ATASCADERO, GO NORTH ON U.S. FV2077'HIGHWAY 101 FOR 1.0 MI (1.6 KM) TO THE SAN ANSELMO ROAD OFFRAMP. TAKE FV2077'THE OFFRAMP TO THE INTERSECTION WITH SAN ANSELMO ROAD. TURN LEFT AND FV2077'GO SOUTHWEST ON SAN ANSELMO ROAD FOR 0.05 MI (0.08 KM) (CROSSING OVER FV2077'U.S. HIGHWAY 101) TO THE STATION ON THE LEFT AT THE SOUTHERLY CORNER FV2077'OF THE BRIDGE. FV2077'$ FV2077'THE STATION IS ABOUT 100 FT (30.5 M) SOUTHWEST OF THE CENTERLINE OF FV2077'U.S. HIGHWAY 101, 0.7 FT (21.3 CM) NORTHEAST OF THE SOUTHWEST END OF FV2077'THE SOUTHWEST ABUTMENT OF THE SAN ANSELMO ROAD OVERCROSSING, 0.7 FT FV2077'(21.3 CM) SOUTHEAST OF THE TOP OF CURB ON THE SOUTHEAST SIDE OF SAN FV2077'ANSELMO ROAD, AND ABOUT 0.5 FT (15.2 CM) HIGHER THAN THE ROADWAY. FV2077'$ FV2077'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV2077'SURVEY. FV2077 FV2077 STATION RECOVERY (2004) FV2077 FV2077'RECOVERY NOTE BY CALTRANS 2004 FV2077'RECOVERED IN GOOD CONDITION. FV2077 FV2077 STATION RECOVERY (2004) FV2077 FV2077'RECOVERY NOTE BY CALTRANS 2004 (NT) FV2077'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FV2078 *********************************************************************** FV2078 DESIGNATION - SLO 166 PM 15.8 FV2078 PID - FV2078 FV2078 STATE/COUNTY- CA/SAN LUIS OBISPO FV2078 USGS QUAD - HUASNA PEAK (1974) FV2078 FV2078 *CURRENT SURVEY CONTROL FV2078 ___________________________________________________________________ FV2078* NAD 83(1992)- 35 00 57.88026(N) 120 19 58.54320(W) ADJUSTED FV2078* NAVD 88 - 221.4 (meters) 726. (feet) GPS OBS FV2078 ___________________________________________________________________ FV2078 EPOCH DATE - 1991.35 FV2078 X - -2,641,050.166 (meters) COMP FV2078 Y - -4,513,658.634 (meters) COMP FV2078 Z - 3,639,434.973 (meters) COMP FV2078 LAPLACE CORR- 3.23 (seconds) DEFLEC99 FV2078 ELLIP HEIGHT- 186.64 (meters) (06/24/96) GPS OBS FV2078 GEOID HEIGHT- -34.83 (meters) GEOID03 FV2078 FV2078 HORZ ORDER - FIRST FV2078 ELLP ORDER - FOURTH CLASS I FV2078 FV2078.The horizontal coordinates were established by GPS observations FV2078.and adjusted by the National Geodetic Survey in June 1996. FV2078.The horizontal coordinates are valid at the epoch date displayed above. FV2078.The epoch date for horizontal control is a decimal equivalence FV2078.of Year/Month/Day. FV2078 FV2078.The orthometric height was determined by GPS observations and a FV2078.high-resolution geoid model. FV2078 FV2078.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV2078 FV2078.The Laplace correction was computed from DEFLEC99 derived deflections. FV2078 FV2078.The ellipsoidal height was determined by GPS observations FV2078.and is referenced to NAD 83. FV2078 FV2078.The geoid height was determined by GEOID03. FV2078 FV2078; North East Units Scale Factor Converg. FV2078;SPC CA 5 - 670,642.704 1,787,106.304 MT 0.99993279 -1 19 47.3 FV2078;SPC CA 5 - 2,200,266.94 5,863,197.93 sFT 0.99993279 -1 19 47.3 FV2078;UTM 10 - 3,878,077.489 743,357.317 MT 1.00032996 +1 31 52.1 FV2078 FV2078! - Elev Factor x Scale Factor = Combined Factor FV2078!SPC CA 5 - 0.99997070 x 0.99993279 = 0.99990350 FV2078!UTM 10 - 0.99997070 x 1.00032996 = 1.00030065 FV2078 FV2078 SUPERSEDED SURVEY CONTROL FV2078 FV2078 NAD 83(1992)- 35 00 57.88030(N) 120 19 58.54320(W) AD(1991.35) 1 FV2078 ELLIP H (08/05/94) 186.64 (m) GP(1991.35) 4 2 FV2078 FV2078.Superseded values are not recommended for survey control. FV2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2078.See file dsdata.txt to determine how the superseded data were derived. FV2078 FV2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD4335778077(NAD 83) FV2078_MARKER: DD = SURVEY DISK FV2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV2078_STAMPING: SLO 166 PM 15.8 1988 LS 3728 FV2078_MARK LOGO: CADT FV2078_MAGNETIC: N = NO MAGNETIC MATERIAL FV2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV2078+STABILITY: SURFACE MOTION FV2078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2078+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2004 FV2078 FV2078 HISTORY - Date Condition Report By FV2078 HISTORY - 1988 MONUMENTED CADT FV2078 HISTORY - 19930517 GOOD CADT FV2078 HISTORY - 20020814 GOOD CADT FV2078 HISTORY - 20040515 GOOD CADT FV2078 FV2078 STATION DESCRIPTION FV2078 FV2078'DESCRIBED BY CALTRANS 1993 FV2078'THE STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 46, ABOUT 16 FV2078'MI (25.7 KM) SOUTHEAST OF THE CITY OF ARROYO GRANDE, ABOUT 7 MI FV2078'(11.3 KM) NORTHEAST OF THE CITY OF SANTA MARIA AND ABOUT 3 MI FV2078'(4.8 KM) NORTH OF TWITCHELL DAM. FV2078'$ FV2078'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE FV2078'HIGHWAY 166 (EAST), ABOUT 3 MI (4.8 KM) NORTH OF SANTA MARIA, GO EAST FV2078'ON STATE HIGHWAY 166 FOR 4.6 MI (7.4 KM) TO A SIDE ROAD LEFT, SUEY FV2078'CREEK ROAD. CONTINUE EAST ON STATE HIGHWAY 166 FOR 2.3 MI (3.7 KM) TO FV2078'THE STATION ON THE LEFT AT POST MILE 15.8. FV2078'$ FV2078'THE STATION IS 196 FT (59.7 M) EAST OF AND ACROSS THE HIGHWAY FROM THE FV2078'WEST END OF A METAL GUARD RAIL ON THE SOUTH SIDE OF STATE HIGHWAY FV2078'166, 43 FT (13.1 M) SOUTH OF A 5 STRAND BARBED WIRE R/W FENCE, 25 FT FV2078'(7.6 M) NORTH OF THE CENTERLINE OF STATE HIGHWAY 166, 2.0 FT (0.6 M) FV2078'SOUTH OF A CARSONITE WITNESS POST, AND ABOUT 2.5 FT (0.8 M) LOWER THAN FV2078'THE HIGHWAY. FV2078'$ FV2078'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV2078'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF FV2078'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN FV2078'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO FV2078'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN FV2078'SAN LUIS OBISPO AT (805) 549-3152. FV2078 FV2078 STATION RECOVERY (2002) FV2078 FV2078'RECOVERY NOTE BY CALTRANS 2002 (NT) FV2078'THERE IS A TYPO IN THE 1993 DESCRIPTION. 'THE STATION IS LOCATED ON FV2078'THE NORTH SIDE OF STATE HWY 46......' IT SHOULD SAY NORTH SIDE OF HWY FV2078'166. FV2078 FV2078 STATION RECOVERY (2004) FV2078 FV2078'RECOVERY NOTE BY CALTRANS 2004 (NT) FV2078'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FV2079 *********************************************************************** FV2079 DESIGNATION - SLO 166 PM 35.7 FV2079 PID - FV2079 FV2079 STATE/COUNTY- CA/SAN LUIS OBISPO FV2079 USGS QUAD - MIRANDA PINE MOUNTAIN (1974) FV2079 FV2079 *CURRENT SURVEY CONTROL FV2079 ___________________________________________________________________ FV2079* NAD 83(1992)- 35 06 19.35667(N) 120 04 21.57495(W) ADJUSTED FV2079* NAVD 88 - 408.7 (meters) 1341. (feet) GPS OBS FV2079 ___________________________________________________________________ FV2079 EPOCH DATE - 1991.35 FV2079 X - -2,617,744.791 (meters) COMP FV2079 Y - -4,520,817.291 (meters) COMP FV2079 Z - 3,647,652.749 (meters) COMP FV2079 LAPLACE CORR- 1.73 (seconds) DEFLEC99 FV2079 ELLIP HEIGHT- 374.86 (meters) (06/24/96) GPS OBS FV2079 GEOID HEIGHT- -33.88 (meters) GEOID03 FV2079 FV2079 HORZ ORDER - FIRST FV2079 ELLP ORDER - FOURTH CLASS I FV2079 FV2079.The horizontal coordinates were established by GPS observations FV2079.and adjusted by the National Geodetic Survey in June 1996. FV2079.The horizontal coordinates are valid at the epoch date displayed above. FV2079.The epoch date for horizontal control is a decimal equivalence FV2079.of Year/Month/Day. FV2079 FV2079.The orthometric height was determined by GPS observations and a FV2079.high-resolution geoid model. FV2079 FV2079.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV2079 FV2079.The Laplace correction was computed from DEFLEC99 derived deflections. FV2079 FV2079.The ellipsoidal height was determined by GPS observations FV2079.and is referenced to NAD 83. FV2079 FV2079.The geoid height was determined by GEOID03. FV2079 FV2079; North East Units Scale Factor Converg. FV2079;SPC CA 5 - 680,026.451 1,811,058.080 MT 0.99994119 -1 10 53.2 FV2079;SPC CA 5 - 2,231,053.45 5,941,779.72 sFT 0.99994119 -1 10 53.2 FV2079;UTM 10 - 3,888,650.936 766,821.357 MT 1.00047751 +1 41 04.0 FV2079;UTM 11 - 3,889,050.272 219,928.833 MT 1.00056684 -1 46 05.5 FV2079 FV2079! - Elev Factor x Scale Factor = Combined Factor FV2079!SPC CA 5 - 0.99994116 x 0.99994119 = 0.99988236 FV2079!UTM 10 - 0.99994116 x 1.00047751 = 1.00041865 FV2079!UTM 11 - 0.99994116 x 1.00056684 = 1.00050797 FV2079 FV2079 SUPERSEDED SURVEY CONTROL FV2079 FV2079 NAD 83(1992)- 35 06 19.35667(N) 120 04 21.57497(W) AD(1991.35) 1 FV2079 ELLIP H (08/05/94) 374.86 (m) GP(1991.35) 4 2 FV2079 FV2079.Superseded values are not recommended for survey control. FV2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2079.See file dsdata.txt to determine how the superseded data were derived. FV2079 FV2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD6682188651(NAD 83) FV2079_MARKER: DD = SURVEY DISK FV2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV2079_STAMPING: SLO 166 PM 35.7 1988 LS 3728 FV2079_MARK LOGO: CADT FV2079_MAGNETIC: N = NO MAGNETIC MATERIAL FV2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV2079+STABILITY: SURFACE MOTION FV2079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2079+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2004 FV2079 FV2079 HISTORY - Date Condition Report By FV2079 HISTORY - 1988 MONUMENTED CADT FV2079 HISTORY - 19930517 GOOD CADT FV2079 HISTORY - 19970321 GOOD USPSQD FV2079 HISTORY - 20030204 GOOD CADT FV2079 HISTORY - 20040515 GOOD CADT FV2079 FV2079 STATION DESCRIPTION FV2079 FV2079'DESCRIBED BY CALTRANS 1993 FV2079'THE STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 166, ABOUT FV2079'31 MI (49.9 KM) EAST OF THE CITY OF ARROYO GRANDE, ABOUT 28 MI FV2079'(45.1 KM) WEST-NORTHWEST OF THE TOWN OF CUYAMA AND ABOUT 24 MI FV2079'(38.6 KM) NORTHEAST OF THE CITY OF SANTA MARIA. FV2079'$ FV2079'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE FV2079'HIGHWAY 166, ABOUT 3 MI (4.8 KM) NORTH OF SANTA MARIA, GO EAST ON FV2079'STATE HIGHWAY 166 FOR 14.0 MI (22.5 KM) TO THE CUYAMA RIVER BRIDGE FV2079'(NO. 49-180). CONTINUE EAST ON STATE HIGHWAY 166 FOR 12.1 MI FV2079'(19.5 KM) TO ANOTHER CUYAMA RIVER BRIDGE (NO. 51-41). CONTINUE EAST FV2079'ON STATE HIGHWAY 166 FOR 0.65 MI (1.05 KM) TO THE STATION ON THE LEFT FV2079'AT POST MILE 35.7. A DIRT SHOULDER ADJACENT TO THE STATION PROVIDES FV2079'ADEQUATE PARKING. FV2079'$ FV2079'THE STATION IS 60.5 FT (18.4 M) WEST OF ANGLE POINT IN A 5 STRAND FV2079'BARBED WIRE R/W FENCE, 49.5 FT (15.1 M) EAST OF THE CENTERLINE OF FV2079'STATE HIGHWAY 166, 31.0 FT (9.4 M) SOUTHEAST OF RANCHO RINCONADA FV2079'SIGN, 2.3 FT (0.7 M) WEST OF THE R/W FENCE, 2.0 FT (0.6 M) WEST OF A FV2079'CARSONITE WITNESS POST, AND ABOUT 3.5 FT (1.1 M) HIGHER THAN THE FV2079'HIGHWAY. FV2079'$ FV2079'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV2079'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF FV2079'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN FV2079'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO FV2079'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN FV2079'SAN LUIS OBISPO AT (805) 549-3152. FV2079 FV2079 STATION RECOVERY (1997) FV2079 FV2079'RECOVERY NOTE BY US POWER SQUADRON 1997 FV2079'RECOVERED IN GOOD CONDITION. FV2079 FV2079 STATION RECOVERY (2003) FV2079 FV2079'RECOVERY NOTE BY CALTRANS 2003 FV2079'RECOVERED IN GOOD CONDITION. FV2079 FV2079 STATION RECOVERY (2004) FV2079 FV2079'RECOVERY NOTE BY CALTRANS 2004 (NT) FV2079'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FV2080 *********************************************************************** FV2080 DESIGNATION - SLO 58 PM 16.4 FV2080 PID - FV2080 FV2080 STATE/COUNTY- CA/SAN LUIS OBISPO FV2080 USGS QUAD - WILSON CORNER (1976) FV2080 FV2080 *CURRENT SURVEY CONTROL FV2080 ___________________________________________________________________ FV2080* NAD 83(1992)- 35 27 17.75984(N) 120 24 11.74869(W) ADJUSTED FV2080* NAVD 88 - 507.6 (meters) 1665. (feet) GPS OBS FV2080 ___________________________________________________________________ FV2080 EPOCH DATE - 1991.35 FV2080 X - -2,632,490.938 (meters) COMP FV2080 Y - -4,486,386.669 (meters) COMP FV2080 Z - 3,679,370.994 (meters) COMP FV2080 LAPLACE CORR- 0.53 (seconds) DEFLEC99 FV2080 ELLIP HEIGHT- 473.80 (meters) (06/24/96) GPS OBS FV2080 GEOID HEIGHT- -33.79 (meters) GEOID03 FV2080 FV2080 HORZ ORDER - FIRST FV2080 ELLP ORDER - FOURTH CLASS I FV2080 FV2080.The horizontal coordinates were established by GPS observations FV2080.and adjusted by the National Geodetic Survey in June 1996. FV2080.The horizontal coordinates are valid at the epoch date displayed above. FV2080.The epoch date for horizontal control is a decimal equivalence FV2080.of Year/Month/Day. FV2080 FV2080.The orthometric height was determined by GPS observations and a FV2080.high-resolution geoid model. FV2080 FV2080.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV2080 FV2080.The Laplace correction was computed from DEFLEC99 derived deflections. FV2080 FV2080.The ellipsoidal height was determined by GPS observations FV2080.and is referenced to NAD 83. FV2080 FV2080.The geoid height was determined by GEOID03. FV2080 FV2080; North East Units Scale Factor Converg. FV2080;SPC CA 5 - 719,466.837 1,781,852.978 MT 0.99999746 -1 22 11.6 FV2080;SPC CA 5 - 2,360,450.78 5,845,962.65 sFT 0.99999746 -1 22 11.6 FV2080;UTM 10 - 3,926,594.310 735,664.158 MT 1.00028446 +1 30 25.1 FV2080 FV2080! - Elev Factor x Scale Factor = Combined Factor FV2080!SPC CA 5 - 0.99992564 x 0.99999746 = 0.99992310 FV2080!UTM 10 - 0.99992564 x 1.00028446 = 1.00021008 FV2080 FV2080 SUPERSEDED SURVEY CONTROL FV2080 FV2080 NAD 83(1992)- 35 27 17.75981(N) 120 24 11.74867(W) AD(1991.35) 1 FV2080 ELLIP H (08/05/94) 473.80 (m) GP(1991.35) 4 2 FV2080 FV2080.Superseded values are not recommended for survey control. FV2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2080.See file dsdata.txt to determine how the superseded data were derived. FV2080 FV2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE3566426594(NAD 83) FV2080_MARKER: DD = SURVEY DISK FV2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV2080_STAMPING: SLO 58 PM 16.4 1988 LS 3728 FV2080_MARK LOGO: CADT FV2080_MAGNETIC: N = NO MAGNETIC MATERIAL FV2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV2080+STABILITY: SURFACE MOTION FV2080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2080+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004 FV2080 FV2080 HISTORY - Date Condition Report By FV2080 HISTORY - 1988 MONUMENTED CADT FV2080 HISTORY - 19930517 GOOD CADT FV2080 HISTORY - 20040501 GOOD CADT FV2080 HISTORY - 20040511 GOOD CADT FV2080 FV2080 STATION DESCRIPTION FV2080 FV2080'DESCRIBED BY CALTRANS 1993 FV2080'THE STATION IS LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 58, ABOUT 19 FV2080'MI (30.6 KM) NORTHEAST OF THE CITY OF SAN LUIS OBISPO, ABOUT 16 MI FV2080'(25.7 KM) EAST OF THE CITY OF ATASCADERO, ABOUT 13 MI (20.9 KM) FV2080'EAST-NORTHEAST OF THE TOWN OF SANTA MARGARITA, AND ABOUT 2 MI FV2080'(3.2 KM) SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY 58 AND LA FV2080'PANZA ROAD. FV2080'$ FV2080'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE FV2080'HIGHWAY 58, ABOUT 1 MI (1.6 KM) WEST OF THE TOWN OF SANTA MARGARITA, FV2080'GO EAST ON STATE HIGHWAY 58 (EL CAMINO REAL) FOR 1.65 MI (2.66 KM) TO FV2080'A SIDE ROAD RIGHT, ESTRADA AVENUE. TURN RIGHT AND GO SOUTHEAST ON FV2080'STATE HIGHWAY 58 (ESTRADA AVENUE) FOR 0.25 MI (0.40 KM) TO THE FV2080'INTERSECTION WITH J STREET. TURN LEFT AND GO EAST ON STATE HIGHWAY 58 FV2080'FOR 1.25 MI (2.01 KM) TO THE INTERSECTION WITH POZO ROAD. TURN LEFT FV2080'AND GO EAST ON STATE HIGHWAY 58 FOR 3.75 MI (6.03 KM) TO THE JUNCTION FV2080'WITH STATE HIGHWAY 229 (WEBSTER ROAD). CONTINUE EAST ON STATE HIGHWAY FV2080'58 FOR 4.9 MI (7.9 KM) TO A SIDE ROAD LEFT, O DONOVAN ROAD. CONTINUE FV2080'EAST ON STATE HIGHWAY 58 FOR 6.03 MI (9.70 KM) TO THE STATION ON THE FV2080'RIGHT AT POST MILE 16.4. A DIRT SHOULDER ADJACENT TO THE STATION FV2080'PROVIDES ADEQUATE PARKING. FV2080'$ FV2080'THE STATION IS 175 FT (53.3 M) SOUTHEAST OF AND ACROSS THE HIGHWAY FV2080'FROM A POWER POLE, 30 FT (9.1 M) SOUTH OF THE CENTERLINE OF STATE FV2080'HIGHWAY 58, 13 FT (4.0 M) NORTH OF A 5 STRAND BARBED WIRE R/W FENCE, FV2080'2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST, AND ABOUT 2 FT FV2080'(0.6 M) HIGHER THAN THE HIGHWAY. FV2080'$ FV2080'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV2080'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF FV2080'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN FV2080'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO FV2080'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN FV2080'SAN LUIS OBISPO AT (805) 549-3152. FV2080 FV2080 STATION RECOVERY (2004) FV2080 FV2080'RECOVERY NOTE BY CALTRANS 2004 FV2080'RECOVERED IN GOOD CONDITION. FV2080 FV2080 STATION RECOVERY (2004) FV2080 FV2080'RECOVERY NOTE BY CALTRANS 2004 (NT) FV2080'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FV2081 *********************************************************************** FV2081 DESIGNATION - SLO 58 PM 29.1 FV2081 PID - FV2081 FV2081 STATE/COUNTY- CA/SAN LUIS OBISPO FV2081 USGS QUAD - LA PANZA RANCH (1976) FV2081 FV2081 *CURRENT SURVEY CONTROL FV2081 ___________________________________________________________________ FV2081* NAD 83(1992)- 35 25 17.20993(N) 120 14 17.39340(W) ADJUSTED FV2081* NAVD 88 - 490.4 (meters) 1609. (feet) GPS OBS FV2081 ___________________________________________________________________ FV2081 EPOCH DATE - 1991.35 FV2081 X - -2,620,630.309 (meters) COMP FV2081 Y - -4,495,802.739 (meters) COMP FV2081 Z - 3,676,333.866 (meters) COMP FV2081 LAPLACE CORR- -0.75 (seconds) DEFLEC99 FV2081 ELLIP HEIGHT- 456.64 (meters) (08/05/94) GPS OBS FV2081 GEOID HEIGHT- -33.78 (meters) GEOID03 FV2081 FV2081 HORZ ORDER - FIRST FV2081 ELLP ORDER - FOURTH CLASS II FV2081 FV2081.The horizontal coordinates were established by GPS observations FV2081.and adjusted by the National Geodetic Survey in June 1996. FV2081.The horizontal coordinates are valid at the epoch date displayed above. FV2081.The epoch date for horizontal control is a decimal equivalence FV2081.of Year/Month/Day. FV2081 FV2081.The orthometric height was determined by GPS observations and a FV2081.high-resolution geoid model. FV2081 FV2081.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV2081 FV2081.The Laplace correction was computed from DEFLEC99 derived deflections. FV2081 FV2081.The ellipsoidal height was determined by GPS observations FV2081.and is referenced to NAD 83. FV2081 FV2081.The geoid height was determined by GEOID03. FV2081 FV2081; North East Units Scale Factor Converg. FV2081;SPC CA 5 - 715,406.544 1,796,753.892 MT 0.99999046 -1 16 32.8 FV2081;SPC CA 5 - 2,347,129.64 5,894,850.06 sFT 0.99999046 -1 16 32.8 FV2081;UTM 10 - 3,923,285.961 750,755.149 MT 1.00037495 +1 36 05.6 FV2081 FV2081! - Elev Factor x Scale Factor = Combined Factor FV2081!SPC CA 5 - 0.99992833 x 0.99999046 = 0.99991879 FV2081!UTM 10 - 0.99992833 x 1.00037495 = 1.00030325 FV2081 FV2081 SUPERSEDED SURVEY CONTROL FV2081 FV2081 NAD 83(1992)- 35 25 17.20993(N) 120 14 17.39341(W) AD(1991.35) 1 FV2081 FV2081.Superseded values are not recommended for survey control. FV2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2081.See file dsdata.txt to determine how the superseded data were derived. FV2081 FV2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE5075523286(NAD 83) FV2081_MARKER: DD = SURVEY DISK FV2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV2081_STAMPING: SLO-58-PM 29.1 1988 LS 3728 FV2081_MARK LOGO: CADT FV2081_MAGNETIC: N = NO MAGNETIC MATERIAL FV2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV2081+STABILITY: SURFACE MOTION FV2081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2081+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004 FV2081 FV2081 HISTORY - Date Condition Report By FV2081 HISTORY - 1988 MONUMENTED CADT FV2081 HISTORY - 19930517 GOOD CADT FV2081 HISTORY - 20030204 GOOD CADT FV2081 HISTORY - 20040501 GOOD CADT FV2081 HISTORY - 20040511 GOOD CADT FV2081 FV2081 STATION DESCRIPTION FV2081 FV2081'DESCRIBED BY CALTRANS 1993 FV2081'THE STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 58, ABOUT 26 FV2081'MI (41.8 KM) NORTHEAST OF THE CITY OF SAN LUIS OBISPO, ABOUT 21 MI FV2081'(33.8 KM) EAST OF THE TOWN OF SANTA MARGARITA AND ABOUT 15 MI FV2081'(24.1 KM) WEST-NORTHWEST OF THE COMMUNITY OF SIMMLER. FV2081'$ FV2081'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE FV2081'HIGHWAY 58, ABOUT 1 MI (1.6 KM) WEST OF THE TOWN OF SANTA MARGARITA, FV2081'GO EAST ON STATE HIGHWAY 58 (EL CAMINO REAL) FOR 1.65 MI (2.66 KM) TO FV2081'A SIDE ROAD RIGHT, ESTRADA AVENUE. TURN RIGHT AND GO SOUTHEAST ON FV2081'STATE HIGHWAY 58 (ESTRADA AVENUE) FOR 0.25 MI (0.40 KM) TO THE FV2081'INTERSECTION WITH J STREET. TURN LEFT AND GO EAST ON STATE HIGHWAY 58 FV2081'FOR 1.25 MI (2.01 KM) TO THE INTERSECTION WITH POZO ROAD. TURN LEFT FV2081'AND GO EAST ON STATE HIGHWAY 58 FOR 3.75 MI (6.03 KM) TO THE JUNCTION FV2081'WITH STATE HIGHWAY 229 (WEBSTER ROAD). CONTINUE EAST ON STATE HIGHWAY FV2081'58 FOR 11.45 MI (18.43 KM) TO A SIDE ROAD LEFT, LA PANZA ROAD. FV2081'CONTINUE EAST ON STATE HIGHWAY 58 FOR 8.0 MI (12.9 KM) TO A DIRT SIDE FV2081'ROAD RIGHT, NAVAJO ROAD. CONTINUE EAST ON STATE HIGHWAY 58 FOR 2.82 FV2081'MI (4.54 KM) TO THE STATION ON THE LEFT AT THE TOP OF A HIGHWAY CUT FV2081'SLOPE AT POST MILE 29.1. A DIRT AREA EAST OF THE STATION PROVIDES FV2081'ADEQUATE PARKING. FV2081'$ FV2081'THE STATION IS 142 FT (43.3 M) WEST OF THE NORTH END OF THE CENTER OF FV2081'A 24 INCH CONCRETE CULVERT WITH ROCK HEADWALL, 28.5 FT (8.7 M) NORTH FV2081'OF THE CENTERLINE OF STATE HIGHWAY 58, 10.3 FT (3.1 M) SOUTH OF A 5 FV2081'STRAND BARBED WIRE R/W FENCE, 5 FT (1.5 M) NORTH OF THE TOP OF CUT FV2081'SLOPE, 1.8 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST, AND ABOUT 10 FV2081'FT (3.0 M) HIGHER THAN THE HIGHWAY. FV2081'$ FV2081'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV2081'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF FV2081'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN FV2081'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO FV2081'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN FV2081'SAN LUIS OBISPO AT (805) 549-3152. FV2081 FV2081 STATION RECOVERY (2003) FV2081 FV2081'RECOVERY NOTE BY CALTRANS 2003 FV2081'RECOVERED IN GOOD CONDITION. FV2081 FV2081 STATION RECOVERY (2004) FV2081 FV2081'RECOVERY NOTE BY CALTRANS 2004 FV2081'RECOVERED IN GOOD CONDITION. FV2081 FV2081 STATION RECOVERY (2004) FV2081 FV2081'RECOVERY NOTE BY CALTRANS 2004 (NT) FV2081'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FV2082 *********************************************************************** FV2082 DESIGNATION - SLO 58 PM 38.22 FV2082 PID - FV2082 FV2082 STATE/COUNTY- CA/SAN LUIS OBISPO FV2082 USGS QUAD - LA PANZA NE (1973) FV2082 FV2082 *CURRENT SURVEY CONTROL FV2082 ___________________________________________________________________ FV2082* NAD 83(1992)- 35 22 43.87864(N) 120 06 23.53582(W) ADJUSTED FV2082* NAVD 88 - 641.90 (meters) 2106.0 (feet) LEVELING FV2082 ___________________________________________________________________ FV2082 EPOCH DATE - 1991.35 FV2082 X - -2,611,730.222 (meters) COMP FV2082 Y - -4,504,286.418 (meters) COMP FV2082 Z - 3,672,569.400 (meters) COMP FV2082 LAPLACE CORR- 0.37 (seconds) DEFLEC99 FV2082 ELLIP HEIGHT- 608.09 (meters) (08/05/94) GPS OBS FV2082 GEOID HEIGHT- -33.80 (meters) GEOID03 FV2082 FV2082 HORZ ORDER - FIRST FV2082 VERT ORDER - THIRD ? FV2082 ELLP ORDER - FOURTH CLASS II FV2082 FV2082.The horizontal coordinates were established by GPS observations FV2082.and adjusted by the National Geodetic Survey in June 1996. FV2082.The horizontal coordinates are valid at the epoch date displayed above. FV2082.The epoch date for horizontal control is a decimal equivalence FV2082.of Year/Month/Day. FV2082 FV2082.The orthometric height was determined by differential leveling. FV2082.The vertical network tie was performed by a horz. field party for horz. FV2082.obs reductions. Reset procedures were used to establish the elevation. FV2082 FV2082.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV2082 FV2082.The Laplace correction was computed from DEFLEC99 derived deflections. FV2082 FV2082.The ellipsoidal height was determined by GPS observations FV2082.and is referenced to NAD 83. FV2082 FV2082.The geoid height was determined by GEOID03. FV2082 FV2082; North East Units Scale Factor Converg. FV2082;SPC CA 5 - 710,423.824 1,808,606.024 MT 0.99998204 -1 12 02.7 FV2082;SPC CA 5 - 2,330,782.16 5,933,734.93 sFT 0.99998204 -1 12 02.7 FV2082;UTM 10 - 3,918,902.569 762,847.606 MT 1.00045151 +1 40 34.4 FV2082 FV2082! - Elev Factor x Scale Factor = Combined Factor FV2082!SPC CA 5 - 0.99990456 x 0.99998204 = 0.99988660 FV2082!UTM 10 - 0.99990456 x 1.00045151 = 1.00035603 FV2082 FV2082 SUPERSEDED SURVEY CONTROL FV2082 FV2082 NAD 83(1992)- 35 22 43.87866(N) 120 06 23.53585(W) AD(1991.35) 1 FV2082 FV2082.Superseded values are not recommended for survey control. FV2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV2082.See file dsdata.txt to determine how the superseded data were derived. FV2082 FV2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE6284818903(NAD 83) FV2082_MARKER: DD = SURVEY DISK FV2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV2082_STAMPING: SLO-58-PM 38.4 1988 LS 3728 FV2082_MARK LOGO: CADT FV2082_MAGNETIC: N = NO MAGNETIC MATERIAL FV2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV2082+STABILITY: SURFACE MOTION FV2082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2082+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004 FV2082 FV2082 HISTORY - Date Condition Report By FV2082 HISTORY - 1988 MONUMENTED CADT FV2082 HISTORY - 19930517 GOOD CADT FV2082 HISTORY - 20040501 GOOD CADT FV2082 HISTORY - 20040511 GOOD CADT FV2082 FV2082 STATION DESCRIPTION FV2082 FV2082'DESCRIBED BY CALTRANS 1993 FV2082'THE STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 58, ABOUT 31 FV2082'MI (49.9 KM) EAST-NORTHEAST OF THE CITY OF SAN LUIS OBISPO, ABOUT 27 FV2082'MI (43.5 KM) EAST OF THE TOWN OF SANTA MARGARITA AND ABOUT 6 MI FV2082'(9.7 KM) NORTHWEST OF THE COMMUNITY OF SIMMLER. FV2082'$ FV2082'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE FV2082'HIGHWAY 58, ABOUT 1 MI (1.6 KM) WEST OF THE TOWN OF SANTA MARGARITA, FV2082'GO EAST ON STATE HIGHWAY 58 (EL CAMINO REAL) FOR 1.65 MI (2.66 KM) TO FV2082'A SIDE ROAD RIGHT, ESTRADA AVENUE. TURN RIGHT AND GO SOUTHEAST ON FV2082'STATE HIGHWAY 58 (ESTRADA AVENUE) FOR 0.25 MI (0.40 KM) TO THE FV2082'INTERSECTION WITH J STREET. TURN LEFT AND GO EAST ON STATE HIGHWAY 58 FV2082'FOR 1.25 MI (2.01 KM) TO THE INTERSECTION WITH POZO ROAD. TURN LEFT FV2082'AND GO EAST ON STATE HIGHWAY 58 FOR 3.75 MI (6.03 KM) TO THE JUNCTION FV2082'WITH STATE HIGHWAY 229 (WEBSTER ROAD). CONTINUE EAST ON STATE HIGHWAY FV2082'58 FOR 11.45 MI (18.43 KM) TO A SIDE ROAD LEFT, LA PANZA ROAD. FV2082'CONTINUE EAST ON STATE HIGHWAY 58 FOR 16.3 MI (26.2 KM) TO A SIDE FV2082'ROAD RIGHT, POZO ROAD. CONTINUE EAST ON STATE HIGHWAY 58 FOR 3.6 MI FV2082'(5.8 KM) TO THE STATION ON THE LEFT ON TOP OF THE HIGHEST CUT BANK ON FV2082'THE NORTH SIDE OF THE HIGHWAY AT POST MILE 38.22. THE STATION IS 0.8 FV2082'MI (1.3 KM) WEST OF THE INTERSECTION OF STATE HIGHWAY 58 AND FV2082'BITTERWATER ROAD. A DIRT SHOULDER AT THE TOE OF SLOPE PROVIDES FV2082'ADEQUATE PARKING. FV2082'$ FV2082'THE STATION IS 252.5 FT (77.0 M) WEST OF THE CENTERLINE OF A DIRT FV2082'DRIVEWAY TO 7550 CARISSA HIGHWAY (HIGHWAY 58), 58 FT (17.7 M) NORTH FV2082'OF THE CENTERLINE OF STATE HIGHWAY 58, 25 FT (7.6 M) NORTH OF THE TOP FV2082'OF CUT SLOPE, 2.5 FT (0.8 M) SOUTH OF A 5 STRAND BARBED WIRE R/W FV2082'FENCE, 2.0 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST, AND ABOUT 15 FV2082'FT (4.6 M) HIGHER THAN THE HIGHWAY. FV2082'$ FV2082'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV2082'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF FV2082'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN FV2082'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO FV2082'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN FV2082'SAN LUIS OBISPO AT (805) 549-3152. FV2082'$ FV2082'NOTE - POST MILE STAMPED ON MONUMENT DOES NOT AGREE WITH THE CURRENT FV2082'POST MILE LOG. THE STATION DESIGNATION IS CORRECT. FV2082 FV2082 STATION RECOVERY (2004) FV2082 FV2082'RECOVERY NOTE BY CALTRANS 2004 FV2082'RECOVERED IN GOOD CONDITION. FV2082 FV2082 STATION RECOVERY (2004) FV2082 FV2082'RECOVERY NOTE BY CALTRANS 2004 (NT) FV2082'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FU3828 *********************************************************************** FU3828 DESIGNATION - SLO 58 PM 47.3 FU3828 PID - FU3828 FU3828 STATE/COUNTY- CA/SAN LUIS OBISPO FU3828 USGS QUAD - SIMMLER (1982) FU3828 FU3828 *CURRENT SURVEY CONTROL FU3828 ___________________________________________________________________ FU3828* NAD 83(1992)- 35 21 04.63671(N) 119 58 06.98425(W) ADJUSTED FU3828* NAVD 88 - 662.5 (meters) 2174. (feet) GPS OBS FU3828 ___________________________________________________________________ FU3828 EPOCH DATE - 1991.35 FU3828 X - -2,601,772.020 (meters) COMP FU3828 Y - -4,512,108.954 (meters) COMP FU3828 Z - 3,670,086.933 (meters) COMP FU3828 LAPLACE CORR- 0.20 (seconds) DEFLEC99 FU3828 ELLIP HEIGHT- 628.70 (meters) (06/24/96) GPS OBS FU3828 GEOID HEIGHT- -33.85 (meters) GEOID03 FU3828 FU3828 HORZ ORDER - FIRST FU3828 ELLP ORDER - FOURTH CLASS I FU3828 FU3828.The horizontal coordinates were established by GPS observations FU3828.and adjusted by the National Geodetic Survey in June 1996. FU3828.The horizontal coordinates are valid at the epoch date displayed above. FU3828.The epoch date for horizontal control is a decimal equivalence FU3828.of Year/Month/Day. FU3828 FU3828.The orthometric height was determined by GPS observations and a FU3828.high-resolution geoid model. FU3828 FU3828.The X, Y, and Z were computed from the position and the ellipsoidal ht. FU3828 FU3828.The Laplace correction was computed from DEFLEC99 derived deflections. FU3828 FU3828.The ellipsoidal height was determined by GPS observations FU3828.and is referenced to NAD 83. FU3828 FU3828.The geoid height was determined by GEOID03. FU3828 FU3828; North East Units Scale Factor Converg. FU3828;SPC CA 5 - 707,111.930 1,821,076.485 MT 0.99997689 -1 07 19.7 FU3828;SPC CA 5 - 2,319,916.39 5,974,648.43 sFT 0.99997689 -1 07 19.7 FU3828;UTM 11 - 3,916,046.342 230,232.320 MT 1.00049695 -1 43 07.1 FU3828;UTM 10 - 3,916,219.406 775,475.066 MT 1.00053531 +1 45 18.1 FU3828 FU3828! - Elev Factor x Scale Factor = Combined Factor FU3828!SPC CA 5 - 0.99990133 x 0.99997689 = 0.99987822 FU3828!UTM 11 - 0.99990133 x 1.00049695 = 1.00039823 FU3828!UTM 10 - 0.99990133 x 1.00053531 = 1.00043659 FU3828 FU3828 SUPERSEDED SURVEY CONTROL FU3828 FU3828 NAD 83(1992)- 35 21 04.63675(N) 119 58 06.98427(W) AD(1991.35) 1 FU3828 ELLIP H (08/05/94) 628.71 (m) GP(1991.35) 4 2 FU3828 FU3828.Superseded values are not recommended for survey control. FU3828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3828.See file dsdata.txt to determine how the superseded data were derived. FU3828 FU3828_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV3023216046(NAD 83) FU3828_MARKER: DD = SURVEY DISK FU3828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3828_STAMPING: SLO 58 PM 47.2 1988 LS 3728 FU3828_MARK LOGO: CADT FU3828_MAGNETIC: N = NO MAGNETIC MATERIAL FU3828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3828+STABILITY: SURFACE MOTION FU3828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FU3828+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004 FU3828 FU3828 HISTORY - Date Condition Report By FU3828 HISTORY - 1988 MONUMENTED CADT FU3828 HISTORY - 19930517 GOOD CADT FU3828 HISTORY - 20030204 GOOD CADT FU3828 HISTORY - 20040501 GOOD CADT FU3828 HISTORY - 20040511 GOOD CADT FU3828 FU3828 STATION DESCRIPTION FU3828 FU3828'DESCRIBED BY CALTRANS 1993 FU3828'THE STATION IS LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 58, ABOUT 38 FU3828'MI (61.2 KM) EAST-NORTHEAST OF THE CITY OF SAN LUIS OBISPO, ABOUT 33 FU3828'MI (53.1 KM) NORTHWEST OF THE CITY OF TAFT AND ABOUT 1 MI (1.6 KM) FU3828'EAST OF THE COMMUNITY OF SIMMLER. FU3828'$ FU3828'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE FU3828'HIGHWAY 58, ABOUT 1 MI (1.6 KM) WEST OF THE TOWN OF SANTA MARGARITA, FU3828'GO EAST ON STATE HIGHWAY 58 (EL CAMINO REAL) FOR 1.65 MI (2.66 KM) TO FU3828'A SIDE ROAD RIGHT, ESTRADA AVENUE. TURN RIGHT AND GO SOUTHEAST ON FU3828'STATE HIGHWAY 58 (ESTRADA AVENUE) FOR 0.25 MI (0.40 KM) TO THE FU3828'INTERSECTION WITH J STREET. TURN LEFT AND GO EAST ON STATE HIGHWAY 58 FU3828'FOR 1.25 MI (2.01 KM) TO THE INTERSECTION WITH POZO ROAD. TURN LEFT FU3828'AND GO EAST ON STATE HIGHWAY 58 FOR 3.75 MI (6.03 KM) TO THE JUNCTION FU3828'WITH STATE HIGHWAY 229 (WEBSTER ROAD). CONTINUE EAST ON STATE HIGHWAY FU3828'58 FOR 11.45 MI (18.43 KM) TO A SIDE ROAD LEFT, LA PANZA ROAD. FU3828'CONTINUE EAST ON STATE HIGHWAY 58 FOR 16.3 MI (26.2 KM) TO A SIDE FU3828'ROAD RIGHT, POZO ROAD. CONTINUE EAST ON STATE HIGHWAY 58 FOR 10.55 MI FU3828'(16.98 KM) TO THE INTERSECTION WITH SODA LAKE ROAD IN THE COMMUNITY FU3828'OF SIMMLER. CONTINUE EAST ON STATE HIGHWAY 58 FOR 2.1 MI (3.4 KM) TO FU3828'THE STATION ON THE RIGHT AT THE HIGHEST RISE IN THE HIGHWAY AT POST FU3828'MILE 47.3. FU3828'$ FU3828'THE STATION IS 60.3 FT (18.4 M) WEST OF THE EAST END OF A 4 STRAND FU3828'BARBED WIRE R/W FENCE AND RAILROAD TIE FENCE POST AT WEST SIDE OF A FU3828'GRAVEL ROAD, 26.5 FT (8.1 M) SOUTH OF THE CENTERLINE OF STATE HIGHWAY FU3828'58, 2.4 FT (0.7 M) NORTH OF THE R/W FENCE, 1.8 FT (0.5 M) NORTH OF A FU3828'CARSONITE WITNESS POST, AND ABOUT 0.5 FT (15.2 CM) LOWER THAN THE FU3828'HIGHWAY. FU3828'$ FU3828'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FU3828'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF FU3828'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN FU3828'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO FU3828'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN FU3828'SAN LUIS OBISPO AT (805) 549-3152. FU3828'$ FU3828'NOTE - MONUMENT ORIGINALLY STAMPED SLO 58 RW PM 47.2 1988 LS 3728. THE FU3828'RW IS CROSSED OUT. POST MILE STAMPED ON MONUMENT DOES NOT AGREE WITH FU3828'THE CURRENT POST MILE LOG. THE STATION DESIGNATION IS CORRECT. FU3828 FU3828 STATION RECOVERY (2003) FU3828 FU3828'RECOVERY NOTE BY CALTRANS 2003 FU3828'RECOVERED IN GOOD CONDITION. FU3828 FU3828 STATION RECOVERY (2004) FU3828 FU3828'RECOVERY NOTE BY CALTRANS 2004 FU3828'RECOVERED IN GOOD CONDITION. FU3828 FU3828 STATION RECOVERY (2004) FU3828 FU3828'RECOVERY NOTE BY CALTRANS 2004 (NT) FU3828'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 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 03. (N) 120 37 43. (W) SCALED FV2063* NAVD 88 - 234.44 (+/-2cm) 769.2 (feet) VERTCON FV2063 ___________________________________________________________________ FV2063 GEOID HEIGHT- -34.11 (meters) GEOID03 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 NGVD 29 superseded value. FV2063 FV2063.The geoid height was determined by GEOID03. FV2063 FV2063; North East Units Estimated Accuracy FV2063;SPC CA 5 - 739,860. 1,761,920. MT (+/- 180 meters Scaled) FV2063 FV2063 SUPERSEDED SURVEY CONTROL FV2063 FV2063 NGVD 29 (07/01/04) 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 = AUGUST 12, 2004 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 45. (N) 121 07 34. (W) SCALED FV2055* NAVD 88 - 8.50 (meters) 27.9 (feet) RESET FV2055 ___________________________________________________________________ FV2055 GEOID HEIGHT- -34.65 (meters) GEOID03 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 GEOID03. FV2055 FV2055; North East Units Estimated Accuracy FV2055;SPC CA 5 - 736,900. 1,716,740. MT (+/- 180 meters Scaled) FV2055 FV2055 SUPERSEDED SURVEY CONTROL FV2055 FV2055 NGVD 29 (07/01/04) 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 = AUGUST 12, 2004 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 57. (N) 120 24 15. (W) SCALED FV2057* NAVD 88 - 420.92 (meters) 1381.0 (feet) RESET FV2057 ___________________________________________________________________ FV2057 GEOID HEIGHT- -33.94 (meters) GEOID03 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 GEOID03. FV2057 FV2057; North East Units Estimated Accuracy FV2057;SPC CA 5 - 702,190. 1,781,360. MT (+/- 180 meters Scaled) FV2057 FV2057 SUPERSEDED SURVEY CONTROL FV2057 FV2057 NGVD 29 (07/01/04) 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: 10SGE360093(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 = AUGUST 12, 2004 FV1436 *********************************************************************** FV1436 DESIGNATION - TEFFT FV1436 PID - FV1436 FV1436 STATE/COUNTY- CA/SAN LUIS OBISPO FV1436 USGS QUAD - NIPOMO (1965) FV1436 FV1436 *CURRENT SURVEY CONTROL FV1436 ___________________________________________________________________ FV1436* NAD 83(1992)- 35 02 12.93889(N) 120 29 03.82971(W) ADJUSTED FV1436* NAVD 88 - 109.1 (meters) 358. (feet) GPS OBS FV1436 ___________________________________________________________________ FV1436 EPOCH DATE - 1991.35 FV1436 X - -2,652,253.041 (meters) COMP FV1436 Y - -4,505,437.343 (meters) COMP FV1436 Z - 3,641,264.522 (meters) COMP FV1436 LAPLACE CORR- 3.55 (seconds) DEFLEC99 FV1436 ELLIP HEIGHT- 74.02 (meters) (06/24/96) GPS OBS FV1436 GEOID HEIGHT- -35.13 (meters) GEOID03 FV1436 FV1436 HORZ ORDER - FIRST FV1436 ELLP ORDER - FOURTH CLASS I FV1436 FV1436.The horizontal coordinates were established by GPS observations FV1436.and adjusted by the National Geodetic Survey in June 1996. FV1436.The horizontal coordinates are valid at the epoch date displayed above. FV1436.The epoch date for horizontal control is a decimal equivalence FV1436.of Year/Month/Day. FV1436 FV1436.The orthometric height was determined by GPS observations and a FV1436.high-resolution geoid model. FV1436 FV1436.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV1436 FV1436.The Laplace correction was computed from DEFLEC99 derived deflections. FV1436 FV1436.The ellipsoidal height was determined by GPS observations FV1436.and is referenced to NAD 83. FV1436 FV1436.The geoid height was determined by GEOID03. FV1436 FV1436; North East Units Scale Factor Converg. FV1436;SPC CA 5 - 673,286.144 1,773,343.789 MT 0.99993453 -1 24 58.1 FV1436;SPC CA 5 - 2,208,939.62 5,818,045.41 sFT 0.99993453 -1 24 58.1 FV1436;UTM 10 - 3,880,031.407 729,475.082 MT 1.00024904 +1 26 41.5 FV1436 FV1436! - Elev Factor x Scale Factor = Combined Factor FV1436!SPC CA 5 - 0.99998838 x 0.99993453 = 0.99992291 FV1436!UTM 10 - 0.99998838 x 1.00024904 = 1.00023742 FV1436 FV1436: Primary Azimuth Mark Grid Az FV1436:SPC CA 5 - LAW 140 47 20.7 FV1436:UTM 10 - LAW 137 55 41.1 FV1436 FV1436|---------------------------------------------------------------------| FV1436| PID Reference Object Distance Geod. Az | FV1436| dddmmss.s | FV1436| DA7788 TEFFT RM 1 6.362 METERS 04951 | FV1436| FV1435 LAW APPROX. 2.5 KM 1392222.6 | FV1436| DA7789 TEFFT RM 2 9.642 METERS 32655 | FV1436|---------------------------------------------------------------------| FV1436 FV1436 SUPERSEDED SURVEY CONTROL FV1436 FV1436 NAD 83(1992)- 35 02 12.93890(N) 120 29 03.82966(W) AD(1991.35) 1 FV1436 ELLIP H (08/05/94) 74.02 (m) GP(1991.35) 4 2 FV1436 NAD 83(1986)- 35 02 12.94307(N) 120 29 03.81563(W) AD(1984.00) 2 FV1436 NAD 27 - 35 02 13.02656(N) 120 29 00.21747(W) AD( ) 2 FV1436 NGVD 29 (07/19/86) 108.3 (m) 355. (f) VERT ANG FV1436 FV1436.Superseded values are not recommended for survey control. FV1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1436.See file dsdata.txt to determine how the superseded data were derived. FV1436 FV1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD2947580031(NAD 83) FV1436_MARKER: DD = SURVEY DISK FV1436_SETTING: 38 = BRIDGE ABUTMENT FV1436_STAMPING: TEFFT 1974 FV1436_MARK LOGO: CADH FV1436_MAGNETIC: N = NO MAGNETIC MATERIAL FV1436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FV1436+STABILITY: POSITION/ELEVATION WELL FV1436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FV1436+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004 FV1436 FV1436 HISTORY - Date Condition Report By FV1436 HISTORY - 1974 MONUMENTED CADT FV1436 HISTORY - 1974 GOOD CADT FV1436 HISTORY - 19930505 GOOD CADT FV1436 HISTORY - 20040501 GOOD CADT FV1436 HISTORY - 20040511 GOOD CADT FV1436 HISTORY - 20040511 GOOD CADT FV1436 FV1436 STATION DESCRIPTION FV1436 FV1436'DESCRIBED BY CALTRANS 1974 (LDK) FV1436'THIS STATION IS LOCATED 0.7 MILE WEST OF NIPOMO ON THE SOUTHEAST FV1436'CORNER OF THE BRIDGE AT THE TEFFT AVENUE AND HIGHWAY 101 FV1436'INTERCHANGE, POST MILE 4.9. FV1436' FV1436'TO REACH THE STATION FROM THE U.S. POST OFFICE IN NIPOMO AT FV1436'DANA STREET AND THOMPSON AVENUE, GO NORTH ON THOMPSON FOR ONE FV1436'BLOCK TO TEFFT AVENUE. TURN LEFT, WEST, ON TEFFT FOR 0.65 MILE FV1436'TO THE STATION ON THE LEFT (SOUTH) SIDEWALK OF THE BRIDGE. FV1436' FV1436'THE STATION MARK IS A STANDARD CALIFORNIA DIVISION OF HIGHWAYS FV1436'3-5/8 INCH BRASS DISK STAMPED TEFFT 1974. IT IS EPOXIED IN FV1436'A DRILL HOLE IN THE SIDEWALK, IS 2.5 FEET SOUTH OF THE SOUTH FV1436'CURB AND IS 33 FEET WEST OF THE PAVING NOTCH AT THE EAST END FV1436'OF THE BRIDGE. FV1436' FV1436'REFERENCE MARK NO. 1, A STANDARD CALIFORNIA DIVISION OF HIGHWAYS FV1436'3-5/8 INCH BRASS DISK STAMPED TEFFT NO. 1 1974, IS EPOXIED FV1436'IN A DRILL HOLE IN THE SIDEWALK, IS LEVEL WITH THE STATION, IS FV1436'0.5 FEET SOUTH OF THE SOUTH CURB AND IS 12 FEET WEST OF THE PAVING FV1436'NOTCH AT THE EAST END OF THE BRIDGE. FV1436' FV1436'REFERENCE MARK NO. 2, A STANDARD CALIFORNIA DIVISION OF HIGHWAYS FV1436'3-5/8 INCH BRASS DISK STAMPED TEFFT NO. 2 1974, IS EPOXIED IN FV1436'A DRILL HOLE IN THE NORTH SIDEWALK, IS LEVEL WITH THE STATION, FV1436'IS 0.8 FOOT NORTH OF THE NORTH CURB AND IS 29 FEET WEST OF THE FV1436'PAVING NOTCH AT THE EAST END OF THE BRIDGE. FV1436' FV1436'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS. FV1436 FV1436 STATION RECOVERY (1974) FV1436 FV1436'RECOVERY NOTE BY CALTRANS 1974 FV1436'RECOVERED IN GOOD CONDITION. FV1436 FV1436 STATION RECOVERY (1993) FV1436 FV1436'RECOVERY NOTE BY CALTRANS 1993 FV1436'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AS FV1436'DESCRIBED WITH THE FOLLOWING REVISIONS. FV1436'$ FV1436'THE STATION IS 17.5 FT (5.3 M) SOUTH OF THE CENTERLINE OF TEFFT AVENUE FV1436'AND ABOUT 0.5 FT (15.2 CM) HIGHER THAN THE ROADWAY. FV1436'$ FV1436'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV1436'SURVEY. FV1436 FV1436 STATION RECOVERY (2004) FV1436 FV1436'RECOVERY NOTE BY CALTRANS 2004 FV1436'RECOVERED IN GOOD CONDITION. FV1436 FV1436 STATION RECOVERY (2004) FV1436 FV1436'RECOVERY NOTE BY CALTRANS 2004 (NT) FV1436'RECOVERED IN GOOD CONDITION. FV1436 FV1436 STATION RECOVERY (2004) FV1436 FV1436'RECOVERY NOTE BY CALTRANS 2004 (NT) FV1436'NEW BRIDGE STRUCTURE, RESET 1996 FV1436'TO REACH THE STATION FROM THE U.S. POST OFFICE IN NIPOMO AT DANA ST. FV1436'AND THOMPSON AVE., FV1436'GO NORTH ON THOMPSON FOR ONE BLOCK TO TEFFT AVE. TURN LEFT, WEST, ON FV1436'TEFFT FOR 0.65 MILE, TO THE STATION FLUSH IN THE EASTBOUND LANE ON FV1436'THE BRIDGE DECK. THE STATION MARK IS A STANDARD CALIFORNIA DIVISION FV1436'OF HIGHWAYS 3-5/8 BRASS DISK STAMPED TEFFT 1974,(NOT STAMPED RESET FV1436'1996) , 8.93M WEST OF EAST END OF DECK, 7.41M NORTH OF SOUTH CURB, FV1436'4.82M NE FROM NO.1 NO.2 DECTOR COVERS. FV1436'REFERENCE MARKS NO.1 AND NO. 2 WERE DESTROYED 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 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 59. (N) 121 08 54. (W) SCALED AI1015* NAVD 88 - 17.48 (meters) 57.3 (feet) RESET AI1015 ___________________________________________________________________ AI1015 GEOID HEIGHT- -34.61 (meters) GEOID03 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 GEOID03. AI1015 AI1015; North East Units Estimated Accuracy AI1015;SPC CA 5 - 739,240. 1,714,800. 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 = AUGUST 12, 2004 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 49. (N) 120 42 29. (W) SCALED AA9702* NAVD 88 - 238.67 (meters) 783.0 (feet) RESET AA9702 ___________________________________________________________________ AA9702 GEOID HEIGHT- -34.16 (meters) GEOID03 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 GEOID03. AA9702 AA9702; North East Units Estimated Accuracy AA9702;SPC CA 5 - 728,530. 1,754,420. 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 = AUGUST 12, 2004 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 41. (N) 120 38 54. (W) SCALED FV2060* NAVD 88 - 66.06 (+/-2cm) 216.7 (feet) VERTCON FV2060 ___________________________________________________________________ FV2060 GEOID HEIGHT- -34.63 (meters) GEOID03 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 NGVD 29 superseded value. FV2060 FV2060.The geoid height was determined by GEOID03. FV2060 FV2060; North East Units Estimated Accuracy FV2060;SPC CA 5 - 698,560. 1,759,050. MT (+/- 180 meters Scaled) FV2060 FV2060 SUPERSEDED SURVEY CONTROL FV2060 FV2060 NGVD 29 (07/01/04) 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 = AUGUST 12, 2004 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 18. (N) 120 46 34. (W) SCALED FV1019* NAVD 88 - 273.68 (+/-2cm) 897.9 (feet) VERTCON FV1019 ___________________________________________________________________ FV1019 GEOID HEIGHT- -34.12 (meters) GEOID03 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 NGVD 29 superseded value. FV1019 FV1019.The geoid height was determined by GEOID03. FV1019 FV1019; North East Units Estimated Accuracy FV1019;SPC CA 5 - 731,440. 1,748,320. MT (+/- 180 meters Scaled) FV1019 FV1019 SUPERSEDED SURVEY CONTROL FV1019 FV1019 NGVD 29 (07/01/04) 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 = AUGUST 12, 2004 FV0529 *********************************************************************** FV0529 DESIGNATION - WINDMILL FV0529 PID - FV0529 FV0529 STATE/COUNTY- CA/SAN LUIS OBISPO FV0529 USGS QUAD - SHANDON (1993) FV0529 FV0529 *CURRENT SURVEY CONTROL FV0529 ___________________________________________________________________ FV0529* NAD 83(1992)- 35 38 40.48068(N) 120 23 47.59911(W) ADJUSTED FV0529* NAVD 88 - 337.0 (meters) 1106. (feet) GPS OBS FV0529 ___________________________________________________________________ FV0529 EPOCH DATE - 1991.35 FV0529 X - -2,625,705.035 (meters) COMP FV0529 Y - -4,476,022.419 (meters) COMP FV0529 Z - 3,696,392.128 (meters) COMP FV0529 LAPLACE CORR- 1.23 (seconds) DEFLEC99 FV0529 ELLIP HEIGHT- 303.08 (meters) (06/24/96) GPS OBS FV0529 GEOID HEIGHT- -33.89 (meters) GEOID03 FV0529 FV0529 HORZ ORDER - FIRST FV0529 VERT ORDER - FIRST CLASS II (See Below) FV0529 ELLP ORDER - FOURTH CLASS I FV0529 FV0529.The horizontal coordinates were established by GPS observations FV0529.and adjusted by the National Geodetic Survey in June 1996. FV0529.The horizontal coordinates are valid at the epoch date displayed above. FV0529.The epoch date for horizontal control is a decimal equivalence FV0529.of Year/Month/Day. FV0529 FV0529.The orthometric height was determined by GPS observations and a FV0529.high-resolution geoid model. FV0529.The vertical order pertains to the NGVD 29 superseded value. FV0529 FV0529.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV0529 FV0529.The Laplace correction was computed from DEFLEC99 derived deflections. FV0529 FV0529.The ellipsoidal height was determined by GPS observations FV0529.and is referenced to NAD 83. FV0529 FV0529.The geoid height was determined by GEOID03. FV0529 FV0529; North East Units Scale Factor Converg. FV0529;SPC CA 5 - 740,487.936 1,782,963.409 MT 1.00004363 -1 21 57.8 FV0529;SPC CA 5 - 2,429,417.50 5,849,605.78 sFT 1.00004363 -1 21 57.8 FV0529;UTM 10 - 3,947,650.230 735,716.865 MT 1.00028474 +1 31 04.3 FV0529 FV0529! - Elev Factor x Scale Factor = Combined Factor FV0529!SPC CA 5 - 0.99995243 x 1.00004363 = 0.99999606 FV0529!UTM 10 - 0.99995243 x 1.00028474 = 1.00023716 FV0529 FV0529: Primary Azimuth Mark Grid Az FV0529:SPC CA 5 - B 622 206 26 45.2 FV0529:UTM 10 - B 622 203 33 43.1 FV0529 FV0529|---------------------------------------------------------------------| FV0529| PID Reference Object Distance Geod. Az | FV0529| dddmmss.s | FV0529| DA7952 WINDMILL RM 2 15.223 METERS 09235 | FV0529| FV0527 B 622 2050447.4 | FV0529| FV0528 WINDMILL RM 1 11.977 METERS 35917 | FV0529|---------------------------------------------------------------------| FV0529 FV0529 SUPERSEDED SURVEY CONTROL FV0529 FV0529 NAD 83(1992)- 35 38 40.48039(N) 120 23 47.59874(W) AD(1991.35) 1 FV0529 ELLIP H (08/05/94) 303.09 (m) GP(1991.35) 4 2 FV0529 NAD 83(1992)- 35 38 40.48039(N) 120 23 47.60211(W) AD(1991.35) 1 FV0529 NAD 83(1986)- 35 38 40.47411(N) 120 23 47.59286(W) AD(1984.00) 1 FV0529 NAD 27 - 35 38 40.58200(N) 120 23 44.02900(W) AD( ) 1 FV0529 NGVD 29 (??/??/92) 336.149 (m) 1102.85 (f) ADJ UNCH 1 2 FV0529 FV0529.Superseded values are not recommended for survey control. FV0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV0529.See file dsdata.txt to determine how the superseded data were derived. FV0529 FV0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE3571747650(NAD 83) FV0529_MARKER: DS = TRIANGULATION STATION DISK FV0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV0529_STAMPING: WINDMILL 1932 FV0529_MARK LOGO: CGS FV0529_MAGNETIC: N = NO MAGNETIC MATERIAL FV0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV0529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV0529+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 FV0529 FV0529 HISTORY - Date Condition Report By FV0529 HISTORY - 1932 MONUMENTED CGS FV0529 HISTORY - 1951 SEE DESCRIPTION CGS FV0529 HISTORY - 1957 SEE DESCRIPTION CGS FV0529 HISTORY - 1962 SEE DESCRIPTION CGS FV0529 HISTORY - 1966 SEE DESCRIPTION CGS FV0529 HISTORY - 1966 GOOD NGS FV0529 HISTORY - 1970 SEE DESCRIPTION CADT FV0529 HISTORY - 1972 SEE DESCRIPTION NGS FV0529 HISTORY - 19930504 GOOD CADT FV0529 HISTORY - 20040501 GOOD CADT FV0529 HISTORY - 20040519 GOOD CADT FV0529 FV0529 STATION DESCRIPTION FV0529 FV0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (FGJ) FV0529'ABOUT 1 MILE SOUTHWEST OF SHANDON, IN ESTRELLA RIVER VALLEY, FV0529'IN FENCE LINE SOUTH OF ROAD, AND ABOUT 120 YARDS WEST OF WINDMILL. FV0529'TO REACH FROM SHANDON, GO WEST 1.1 MILES ON ROUTE 33, TURN FV0529'LEFT ONTO OILED ROAD AND GO 0.7 MILE, TURN LEFT ONTO DIRT FV0529'ROAD LYING BETWEEN TWO FENCES AND GO 0.3 MILE TO STATION SITE. FV0529'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN FV0529'CONCRETE, NOTES 1A AND 7A. REFERENCE MARKS ARE STANDARD FV0529'REFERENCE DISKS IN CONCRETE, NOTE 11A. NO. 1 IS IN FENCE FV0529'LINE NORTH OF ROAD AND 11.965 METERS (39.26 FEET) FROM FV0529'STATION IN AZIMUTH 179 DEG 23 MIN. NO. 2 IS IN FENCE LINE FV0529'SOUTH OF ROAD AND 15.250 METERS (50.03 FEET) FROM STATION FV0529'IN AZIMUTH 272 DEG 30 MIN. FV0529 FV0529 STATION RECOVERY (1951) FV0529 FV0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCE) FV0529'STATION AND REFERENCE MARKS WERE RECOVERED, AS DESCRIBED, FV0529'IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION--THE DISTANCE FV0529'TO R.M. 2 SHOULD BE 15.229 METERS INSTEAD OF 15.250 METERS FV0529'AS WAS GIVEN IN THE 1932 DESCRIPTION. THE AZIMUTHS TO THE FV0529'REFERENCE MARKS WERE CHECKED. FV0529' FV0529'AN AZIMUTH, CONSISTING OF A U.S.C. AND G.S. BENCH MARK, STAMPED FV0529'B 622 1942, WAS ESTABLISHED ABOUT 0.3 MILE SW OF THE STATION. FV0529'IT IS LOCATED IN A FENCE CORNER 30 FEET NW OF THE CENTER OF A FV0529'T-ROAD INTERSECTION, 23.5 FEET W OF THE CENTER OF A PAVED ROAD, FV0529'AND 4 FEET S OF A TELEPHONE POLE. THE TRUCK ROUTE TO THE FV0529'STATION WAS FOUND ADEQUATE. FV0529' FV0529'OBSERVATIONS WERE MADE FROM A 4-FOOT STAND. FV0529 FV0529 STATION RECOVERY (1957) FV0529 FV0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (FXP) FV0529'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD FV0529'CONDITION. A THOROUGH SEARCH WAS MADE FOR REFERENCE MARK FV0529'2 BUT IT WAS NOT RECOVERED ON THIS DATE. FV0529' FV0529'A NEW DESCRIPTION FOLLOWS-- FV0529' FV0529'TO REACH THE STATION FROM THE SHANDON UNION HIGH SCHOOL AT FV0529'SHANDON, GO W ALONG U.S. HIGHWAY 466 AND STATE HIGHWAY 41 FOR FV0529'1.3 MI., TURN LEFT (S) ON U.S. HIGHWAY 466 AND GO 0.8 MI., FV0529'TURN LEFT ON A NARROW ASPHALT ROAD FOR 0.2 MI. TO THE STATION FV0529'ON THE RIGHT. IT IS 0.1 MI. W OF A FARMHOUSE. FV0529' FV0529'THE STATION IS A BRONZE TRIANGULATION-STATION DISK, STAMPED FV0529'WINDMILL 1932. IT IS IN A FENCE LINE, 19-1/2 FT. S OF THE FV0529'CENTERLINE OF THE ROAD, 1.5 FT. SW OF A WITNESS POST, AND FV0529'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. FV0529' FV0529'REFERENCE MARK 1 IS A BRONZE REFERENCE-MARK DISK, STAMPED FV0529'WINDMILL NO 1 1932. IT IS 33-1/2 FT. E OF A FENCE CORNER, 19-1/2 FV0529'FT. N OF THE CENTERLINE OF THE ROAD, 0.5 FT. S OF A FENCE, ABOUT FV0529'2 FT. HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE FV0529'POST PROJECTING 0.1 FT. ABOVE THE GROUND. FV0529 FV0529 STATION RECOVERY (1962) FV0529 FV0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC) FV0529'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS PREVIOUSLY FV0529'DESCRIBED, WITH NO NOTICEABLE DISPLACEMENT OF ANY OF THE MARKS. FV0529'A NEW TO REACH THE STATION FOLLOWS. FV0529' FV0529'TO REACH FROM THE POST OFFICE IN SHANDON, GO WEST OF THE MAIN FV0529'STREET FOR 1.4 MILES TO A SIDE ROAD LEFT AT SIGN CRESTON 14. FV0529'TURN LEFT, SOUTH AS PER SIGN, ON PAVED ROAD FOR 0.75 MILE TO A FV0529'PAVED SIDE ROAD LEFT. (TO REACH THE BENCH MARK, CONTINUE FV0529'AHEAD, SOUTH ON PAVED ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT FV0529'AND THE BENCH MARK ON THE RIGHT.) TURN LEFT, EAST ON PAVED FV0529'ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT JUST AFTER FV0529'PASSING A GATE ON THE LEFT AND 0.05 MILE BEFORE REACHING A FV0529'HOUSE ON THE RIGHT. FV0529 FV0529 STATION RECOVERY (1966) FV0529 FV0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WSS) FV0529'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK FV0529'WERE RECOVERED IN GOOD CONDITION (THOUGH REFERENCE MARK 2 HAD FV0529'BEEN HIT BY FARMING MACHINERY). FV0529' FV0529'TO REACH THE STATION FROM THE U.S. POST OFFICE IN SHANDON FV0529'GO WEST ON STATE HIGHWAY 41 FOR 1.35 MILES TO A ROAD INTERSECTION FV0529'ON THE LEFT. TURN LEFT AND CONTINUE SOUTH ON STATE HIGHWAY 41 FV0529'FOR 0.8 MILE TO A NARROW, ASPHALT ROAD ON THE LEFT. TURN LEFT FV0529'AND CONTINUE EAST ON THE NARROW ROAD FOR 0.2 MILE TO THE STATION FV0529'MARK IN THE FENCE LINE ON THE RIGHT, 4 FEET EAST OF A WITNESS FV0529'POST. FV0529' FV0529'REFERENCE MARK 1 IS NORTH ACROSS THE ROAD FROM THE STATION MARK, FV0529'IN THE FENCE LINE AND MARKED BY A WITNESS POST. IT IS FLUSH FV0529'WITH THE SURFACE OF THE GROUND. FV0529' FV0529'REFERENCE MARK 2 IS ABOUT 50 FEET EAST OF THE STATION MARK, 3 FV0529'FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE AND IN THE FV0529'EDGE OF A CULTIVATED FIELD. IT IS FLUSH WITH THE SURFACE FV0529'OF THE GROUND. FV0529' FV0529'BENCH MARK B 622 1942 SERVES AS THE AZIMUTH MARK FOR THE STATION. FV0529'IT IS ABOUT 0.3 MILE SOUTHWEST OF THE STATION, 30 FEET NORTHWEST FV0529'OF A ROAD INTERSECTION, 23.5 FEET WEST OF STATE HIGHWAY 41 AND FV0529'4 FEET SOUTH OF A TELEPHONE POLE. THE MARK IS A STANDARD COAST FV0529'AND GEODETIC SURVEY BENCH MARK DISK, SET IN A 6-INCH CONCRETE FV0529'POST PROJECTING 6 INCHES ABOVE THE GROUND. FV0529' FV0529'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE FV0529'SOUTHWEST OF SHANDON FV0529 FV0529 STATION RECOVERY (1966) FV0529 FV0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 FV0529'2.3 MI SW FROM SHANDON. FV0529'1.3 MILES WEST OF U.S. POST OFFICE IN SHANDON ON STATE HIGHWAY 41 FV0529'TO ROAD INTERSECTION, TURN SOUTH ON STATE HIGHWAY 41 FOR 0.8 FV0529'MILE TO ROAD INTERSECTION, TURN EAST 0.2 MILE. 0.1 MILE WEST OF FV0529'FARM HOUSE, 19 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4 FV0529'FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, FV0529'0.2 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST FV0529'FLUSH WITH THE GROUND. FV0529 FV0529 STATION RECOVERY (1970) FV0529 FV0529'RECOVERY NOTE BY CALTRANS 1970 (LDK) FV0529'STATION AND BOTH RMS WERE RECOVERED IN GOOD CONDITION. REMEASURED FV0529'THE DISTANCES TO RMS. ALSO FOUND THE AZIMUTH MARK (BM B 622 USGS) FV0529'IN GOOD CONDITION. FV0529 FV0529 STATION RECOVERY (1972) FV0529 FV0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDK) FV0529'RECOVERED THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS 1 FV0529'AND 2 IN GOOD CONDITION AS DESCRIBED. FV0529' FV0529'THE DESCRIPTION TO REACH IS ADEQUATE. FV0529' FV0529'HEIGHT OF LIGHT ABOVE STATION MARK 6.20 FEET. FV0529' FV0529'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE FV0529'SOUTHWEST OF SHANDON FV0529 FV0529 STATION RECOVERY (1993) FV0529 FV0529'RECOVERY NOTE BY CALTRANS 1993 FV0529'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED. A FV0529'COMPLETE NEW DESCRIPTION FOLLOWS. FV0529'$ FV0529'THE STATION IS LOCATED IN THE COMMUNITY OF SHANDON, ABOUT 18 MI FV0529'(29.0 KM) NORTHEAST OF THE CITY OF ATASCADERO AND ABOUT 17 MI FV0529'(27.4 KM) EAST OF THE CITY OF PASO BOBLES. FV0529'$ FV0529'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 46, FV0529'ABOUT 1.5 MI (2.4 KM) NORTHEAST OF THE COMMUNITY OF SHANDON, GO FV0529'SOUTHWEST AND WEST ON STATE HIGHWAY 41 FOR 1.4 MI (2.3 KM) TO THE FV0529'U.S. POST OFFICE IN SHANDON ON THE LEFT. CONTINUE WEST ON STATE FV0529'HIGHWAY 41 FOR 1.35 MI (2.17 KM) TO THE INTERSECTION WITH MCMILLAN FV0529'CANYON ROAD. TURN LEFT AND GO SOUTH ON STATE HIGHWAY 41 FOR 0.75 MI FV0529'(1.21 KM) TO A SIDE ROAD LEFT, STARKEY ROAD. TURN LEFT AND GO EAST ON FV0529'STARKEY ROAD FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT. FV0529'$ FV0529'THE STATION IS 60 FT (18.3 M) WEST OF THE WEST DRIVEWAY TO A MOBILE FV0529'HOME, 19.5 FT (5.9 M) SOUTH OF THE CENTERLINE OF STARKEY ROAD, 4.5 FT FV0529'(1.4 M) EAST OF A METAL WITNESS POST WITH SIGN, 2.0 FT (0.6 M) SOUTH FV0529'OF A CARSONITE WITNESS POST, 0.5 FT (15.2 CM) SOUTH OF A 5 STRAND FV0529'BARBED WIRE FENCE, AND ABOUT 1 FT (0.3 M) HIGHER THAN THE ROAD. FV0529'$ FV0529'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FV0529'SURVEY. FV0529 FV0529 STATION RECOVERY (2004) FV0529 FV0529'RECOVERY NOTE BY CALTRANS 2004 FV0529'RECOVERED IN GOOD CONDITION. FV0529 FV0529 STATION RECOVERY (2004) FV0529 FV0529'RECOVERY NOTE BY CALTRANS 2004 (NT) FV0529'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 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) (08/05/94) GPS OBS FV0048 GEOID HEIGHT- -34.12 (meters) GEOID03 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 NGVD 29 superseded value. 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 GEOID03. FV0048 FV0048; North East Units Scale Factor 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! - Elev Factor x Scale Factor = Combined Factor FV0048!SPC CA 5 - 0.99996088 x 1.00002532 = 0.99998620 FV0048!UTM 10 - 0.99996088 x 1.00012105 = 1.00008193 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 (07/01/04) 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 11, 2004 FV0048 FV0048 HISTORY - Date Condition Report By FV0048 HISTORY - 1968 MONUMENTED CADH FV0048 HISTORY - 19930505 GOOD CADT FV0048 HISTORY - 20040501 GOOD CADT FV0048 HISTORY - 20040511 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. FV0048 FV0048 STATION RECOVERY (2004) FV0048 FV0048'RECOVERY NOTE BY CALTRANS 2004 FV0048'RECOVERED IN GOOD CONDITION. FV0048 FV0048 STATION RECOVERY (2004) FV0048 FV0048'RECOVERY NOTE BY CALTRANS 2004 (NT) FV0048'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 EW5614 *********************************************************************** EW5614 DESIGNATION - Z 367 EW5614 PID - EW5614 EW5614 STATE/COUNTY- CA/SAN LUIS OBISPO EW5614 USGS QUAD - BALLINGER CANYON (1991) EW5614 EW5614 *CURRENT SURVEY CONTROL EW5614 ___________________________________________________________________ EW5614* NAD 83(1992)- 34 56 16.89780(N) 119 28 53.98457(W) ADJUSTED EW5614* NAVD 88 - 824.410 (meters) 2704.75 (feet) ADJUSTED EW5614 ___________________________________________________________________ EW5614 EPOCH DATE - 1991.35 EW5614 X - -2,576,386.853 (meters) COMP EW5614 Y - -4,557,150.857 (meters) COMP EW5614 Z - 3,632,686.122 (meters) COMP EW5614 LAPLACE CORR- 5.78 (seconds) DEFLEC99 EW5614 ELLIP HEIGHT- 791.41 (meters) (01/22/97) GPS OBS EW5614 GEOID HEIGHT- -33.02 (meters) GEOID03 EW5614 DYNAMIC HT - 823.476 (meters) 2701.69 (feet) COMP EW5614 MODELED GRAV- 979,474.3 (mgal) NAVD 88 EW5614 EW5614 HORZ ORDER - FIRST EW5614 VERT ORDER - FIRST CLASS I EW5614 ELLP ORDER - FOURTH CLASS II EW5614 EW5614.The horizontal coordinates were established by GPS observations EW5614.and adjusted by the National Geodetic Survey in June 1996. EW5614.The horizontal coordinates are valid at the epoch date displayed above. EW5614.The epoch date for horizontal control is a decimal equivalence EW5614.of Year/Month/Day. EW5614 EW5614.The orthometric height was determined by differential leveling EW5614.and adjusted by the National Geodetic Survey in June 1991. EW5614 EW5614.The X, Y, and Z were computed from the position and the ellipsoidal ht. EW5614 EW5614.The Laplace correction was computed from DEFLEC99 derived deflections. EW5614 EW5614.The ellipsoidal height was determined by GPS observations EW5614.and is referenced to NAD 83. EW5614 EW5614.The geoid height was determined by GEOID03. EW5614 EW5614.The dynamic height is computed by dividing the NAVD 88 EW5614.geopotential number by the normal gravity value computed on the EW5614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EW5614.degrees latitude (g = 980.6199 gals.). EW5614 EW5614.The modeled gravity was interpolated from observed gravity values. EW5614 EW5614; North East Units Scale Factor Converg. EW5614;SPC CA 5 - 660,511.227 1,864,654.578 MT 0.99992743 -0 50 40.4 EW5614;SPC CA 5 - 2,167,027.25 6,117,620.89 sFT 0.99992743 -0 50 40.4 EW5614;UTM 11 - 3,868,982.630 273,349.013 MT 1.00023317 -1 25 18.6 EW5614 EW5614! - Elev Factor x Scale Factor = Combined Factor EW5614!SPC CA 5 - 0.99987579 x 0.99992743 = 0.99980323 EW5614!UTM 11 - 0.99987579 x 1.00023317 = 1.00010893 EW5614 EW5614 SUPERSEDED SURVEY CONTROL EW5614 EW5614 ELLIP H (06/24/96) 791.32 (m) GP(1991.35) 4 1 EW5614 NAD 83(1992)- 34 56 16.89786(N) 119 28 53.98462(W) AD(1991.35) 1 EW5614 ELLIP H (08/05/94) 791.32 (m) GP(1991.35) 4 2 EW5614 NAVD 88 (01/22/97) 824.41 (m) 2704.8 (f) LEVELING 3 EW5614 NGVD 29 (??/??/92) 823.543 (m) 2701.91 (f) ADJ UNCH 1 1 EW5614 EW5614.Superseded values are not recommended for survey control. EW5614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW5614.See file dsdata.txt to determine how the superseded data were derived. EW5614 EW5614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU7334968983(NAD 83) EW5614_MARKER: DB = BENCH MARK DISK EW5614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EW5614_STAMPING: Z 367 1953 EW5614_MARK LOGO: CGS EW5614_MAGNETIC: N = NO MAGNETIC MATERIAL EW5614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EW5614+STABILITY: SURFACE MOTION EW5614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW5614+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004 EW5614 EW5614 HISTORY - Date Condition Report By EW5614 HISTORY - 1953 MONUMENTED CGS EW5614 HISTORY - 1964 GOOD NGS EW5614 HISTORY - 1968 GOOD NGS EW5614 HISTORY - 1977 GOOD NGS EW5614 HISTORY - 19930517 GOOD CADT EW5614 HISTORY - 19940601 GOOD CADT EW5614 HISTORY - 19960108 GOOD USPSQD EW5614 HISTORY - 19960329 GOOD CADT EW5614 HISTORY - 20030401 GOOD CADT EW5614 HISTORY - 20040501 GOOD CADT EW5614 HISTORY - 20040511 GOOD CADT EW5614 EW5614 STATION DESCRIPTION EW5614 EW5614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 EW5614'12.4 MI SW FROM MARICOPA. EW5614'12.4 MILES SOUTHWEST ALONG STATE HIGHWAY 33 AND 166 FROM THE POST EW5614'OFFICE AT MARICOPA, 236 FEET WEST OF BENCH MARK W 438, 125 1/2 EW5614'FEET WEST OF TELEPHONE POLE KMTC 11/3, 29 FEET NORTH OF THE EW5614'CENTER LINE OF THE HIGHWAY, 96.7 FEET EAST OF A FENCE CORNER, EW5614'0.9 FOOT SOUTH OF A FENCE, 1.9 FEET EAST OF A WITNESS POST, ABOUT EW5614'1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE EW5614'POST PROJECTING 0.5 FOOT ABOVE THE GROUND. EW5614 EW5614 STATION RECOVERY (1968) EW5614 EW5614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 EW5614'RECOVERED IN GOOD CONDITION. EW5614 EW5614 STATION RECOVERY (1977) EW5614 EW5614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 EW5614'RECOVERED IN GOOD CONDITION. EW5614 EW5614 STATION RECOVERY (1993) EW5614 EW5614'RECOVERY NOTE BY CALTRANS 1993 EW5614'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. EW5614'$ EW5614'THE STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 33/166, EW5614'ABOUT 56 MI (90.1 KM) EAST OF THE CITY OF SANTA MARIA, ABOUT 14 MI EW5614'(22.5 KM) SOUTH OF THE CITY OF TAFT, ABOUT 8 MI (12.9 KM) EAST OF THE EW5614'TOWN OF CUYAMA AND ABOUT 0.5 MI (0.8 KM) WEST OF THE SAN LUIS EW5614'OBISPO/KERN COUNTY LINE. EW5614'$ EW5614'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 166, EW5614'IN THE SOUTHEAST CORNER OF SAN LUIS OBISPO COUNTY, GO EAST ON STATE EW5614'HIGHWAY 33/166 FOR 1.7 MI (2.7 KM) TO THE STATION ON THE LEFT AT EW5614'HIGHWAY 33 POST MILE 4.48. A DIRT SHOULDER ADJACENT TO THE STATION EW5614'PROVIDES ADEQUATE PARKING. EW5614'$ EW5614'THE STATION IS 29 FT (8.8 M) NORTH OF THE CENTERLINE OF STATE HIGHWAY EW5614'33/166, 2.0 FT (0.6 M) EAST OF A 4 INCH BY 4 INCH WOOD WITNESS POST, EW5614'1.0 FT (0.3 M) SOUTH OF A 4 STRAND BARBED WIRE R/W FENCE, AND ABOUT EW5614'1.5 FT (0.5 M) HIGHER THAN THE HIGHWAY. EW5614'$ EW5614'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION EW5614'SURVEY. THE STATION IS LOCATED WITHIN THE CALIOFRNIA DEPARTMENT OF EW5614'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN EW5614'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO OBTAIN EW5614'AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN SAN EW5614'LUIS OBISPO AT (805) 549-3152. EW5614 EW5614 STATION RECOVERY (1994) EW5614 EW5614'RECOVERY NOTE BY CALTRANS 1994 (RGD) EW5614'RECOVERED AS DESCRIBED. EW5614 EW5614 STATION RECOVERY (1996) EW5614 EW5614'RECOVERY NOTE BY US POWER SQUADRON 1996 EW5614'RECOVERED IN GOOD CONDITION. EW5614 EW5614 STATION RECOVERY (1996) EW5614 EW5614'RECOVERY NOTE BY CALTRANS 1996 (RGD) EW5614'RECOVERED AS DESCRIBED. EW5614 EW5614 STATION RECOVERY (2003) EW5614 EW5614'RECOVERY NOTE BY CALTRANS 2003 EW5614'RECOVERED IN GOOD CONDITION. EW5614 EW5614 STATION RECOVERY (2004) EW5614 EW5614'RECOVERY NOTE BY CALTRANS 2004 EW5614'RECOVERED IN GOOD CONDITION. EW5614 EW5614 STATION RECOVERY (2004) EW5614 EW5614'RECOVERY NOTE BY CALTRANS 2004 (NT) EW5614'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 FU1428 *********************************************************************** FU1428 FBN - This is a Federal Base Network Control Station. FU1428 DESIGNATION - Z 558 FU1428 PID - FU1428 FU1428 STATE/COUNTY- CA/SAN LUIS OBISPO FU1428 USGS QUAD - MC KITTRICK SUMMIT (1978) FU1428 FU1428 *CURRENT SURVEY CONTROL FU1428 ___________________________________________________________________ FU1428* NAD 83(1998)- 35 20 00.44938(N) 119 50 36.59146(W) ADJUSTED FU1428* NAVD 88 - 848.114 (meters) 2782.52 (feet) ADJUSTED FU1428 ___________________________________________________________________ FU1428 EPOCH DATE - 1998.50 FU1428 X - -2,592,558.190 (meters) COMP FU1428 Y - -4,518,903.329 (meters) COMP FU1428 Z - 3,668,580.523 (meters) COMP FU1428 LAPLACE CORR- 0.38 (seconds) DEFLEC99 FU1428 ELLIP HEIGHT- 814.33 (meters) (04/06/00) GPS OBS FU1428 GEOID HEIGHT- -33.83 (meters) GEOID03 FU1428 DYNAMIC HT - 847.201 (meters) 2779.53 (feet) COMP FU1428 MODELED GRAV- 979,528.1 (mgal) NAVD 88 FU1428 OBS GRAVITY - 979,528.1 (mgal) GRAV_OBS FU1428 FU1428 HORZ ORDER - A FU1428 VERT ORDER - FIRST CLASS I FU1428 ELLP ORDER - THIRD CLASS I FU1428 FU1428.ITRF positions are available for this station. FU1428.The horizontal coordinates were established by GPS observations FU1428.and adjusted by the National Geodetic Survey in April 2000. FU1428.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FU1428.DATUM ITEM on the data sheet items page. FU1428.The horizontal coordinates are valid at the epoch date displayed above. FU1428.The epoch date for horizontal control is a decimal equivalence FU1428.of Year/Month/Day. FU1428 FU1428.The orthometric height was determined by differential leveling FU1428.and adjusted by the National Geodetic Survey in June 1991. FU1428 FU1428.The X, Y, and Z were computed from the position and the ellipsoidal ht. FU1428 FU1428.The Laplace correction was computed from DEFLEC99 derived deflections. FU1428 FU1428.The ellipsoidal height was determined by GPS observations FU1428.and is referenced to NAD 83. FU1428 FU1428.The geoid height was determined by GEOID03. FU1428 FU1428.The dynamic height is computed by dividing the NAVD 88 FU1428.geopotential number by the normal gravity value computed on the FU1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FU1428.degrees latitude (g = 980.6199 gals.). FU1428 FU1428.The modeled gravity was interpolated from observed gravity values. FU1428.The observed gravity was obtained from relative gravimeter ties FU1428.to the IGSN71 gravity network. FU1428 FU1428; North East Units Scale Factor Converg. FU1428;SPC CA 5 - 704,918.527 1,832,409.856 MT 0.99997368 -1 03 02.9 FU1428;SPC CA 5 - 2,312,720.20 6,011,831.34 sFT 0.99997368 -1 03 02.9 FU1428;UTM 11 - 3,913,734.139 241,547.762 MT 1.00042327 -1 38 43.5 FU1428 FU1428! - Elev Factor x Scale Factor = Combined Factor FU1428!SPC CA 5 - 0.99987220 x 0.99997368 = 0.99984588 FU1428!UTM 11 - 0.99987220 x 1.00042327 = 1.00029541 FU1428 FU1428 SUPERSEDED SURVEY CONTROL FU1428 FU1428 NAD 83(1992)- 35 20 00.44303(N) 119 50 36.58396(W) AD(1991.35) 1 FU1428 ELLIP H (06/24/96) 814.36 (m) GP(1991.35) 4 1 FU1428 NAD 83(1992)- 35 20 00.44307(N) 119 50 36.58408(W) AD(1991.35) 1 FU1428 ELLIP H (08/05/94) 814.36 (m) GP(1991.35) 4 2 FU1428 NAVD 88 (01/22/97) 848.11 (m) 2782.5 (f) LEVELING 3 FU1428 NGVD 29 (??/??/92) 847.236 (m) 2779.64 (f) ADJ UNCH 1 1 FU1428 FU1428.Superseded values are not recommended for survey control. FU1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU1428.See file dsdata.txt to determine how the superseded data were derived. FU1428 FU1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV4154813734(NAD 83) FU1428_MARKER: DB = BENCH MARK DISK FU1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU1428_STAMPING: Z 558 1957 FU1428_MARK LOGO: CGS FU1428_PROJECTION: FLUSH FU1428_MAGNETIC: N = NO MAGNETIC MATERIAL FU1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU1428+STABILITY: SURFACE MOTION FU1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FU1428+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1998 FU1428 FU1428 HISTORY - Date Condition Report By FU1428 HISTORY - 1957 MONUMENTED CGS FU1428 HISTORY - 1966 GOOD NGS FU1428 HISTORY - 1970 GOOD NGS FU1428 HISTORY - 1977 GOOD NGS FU1428 HISTORY - 19930506 GOOD CADT FU1428 HISTORY - 19960329 GOOD CADT FU1428 HISTORY - 19980407 GOOD NGS FU1428 HISTORY - 20030201 GOOD CADT FU1428 FU1428 STATION DESCRIPTION FU1428 FU1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 FU1428'10 MI E FROM SIMMLER. FU1428'10.0 MILES EAST ALONG STATE HIGHWAY 58 FROM THE DIVISION OF FU1428'HIGHWAYS MAINTENANCE STATION AT SIMMLER, 0.35 MILE NORTH OF A FU1428'WINDMILL, AT THE CREST OF A RISE, 48 1/2 FEET WEST OF THE CENTER FU1428'LINE OF THE HIGHWAY, 84.7 FEET WEST AND ACROSS THE HIGHWAY FROM FU1428'THE SOUTH END OF AN IRON GATE, 1.4 FEET EAST OF A FENCE, 1.8 FU1428'FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE FU1428'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FU1428'FOOT ABOVE THE GROUND. FU1428 FU1428 STATION RECOVERY (1970) FU1428 FU1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 FU1428'RECOVERED IN GOOD CONDITION. FU1428 FU1428 STATION RECOVERY (1977) FU1428 FU1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 FU1428'STATE HIGHWAY 178 IS NOW STATE HIGHWAY 58. FU1428 FU1428 STATION RECOVERY (1993) FU1428 FU1428'RECOVERY NOTE BY CALTRANS 1993 FU1428'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. FU1428'$ FU1428'THE STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 58, ABOUT 46 FU1428'MI (74.0 KM) EAST-NORTHEAST OF THE CITY OF SAN LUIS OBISPO, ABOUT 26 FU1428'MI (41.8 KM) NORTHWEST OF THE CITY OF TAFT AND ABOUT 8 MI (12.9 KM) FU1428'EAST OF THE COMMUNITY OF SIMMLER. FU1428'$ FU1428'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE FU1428'HIGHWAY 58, ABOUT 1 MI (1.6 KM) WEST OF THE TOWN OF SANTA MARGARITA, FU1428'GO EAST ON STATE HIGHWAY 58 (EL CAMINO REAL) FOR 1.65 MI (2.66 KM) TO FU1428'A SIDE ROAD RIGHT, ESTRADA AVENUE. TURN RIGHT AND GO SOUTHEAST ON FU1428'STATE HIGHWAY 58 (ESTRADA AVENUE) FOR 0.25 MI (0.40 KM) TO THE FU1428'INTERSECTION WITH J STREET. TURN LEFT AND GO EAST ON STATE HIGHWAY 58 FU1428'FOR 1.25 MI (2.01 KM) TO THE INTERSECTION WITH POZO ROAD. TURN LEFT FU1428'AND GO EAST ON STATE HIGHWAY 58 FOR 3.75 MI (6.03 KM) TO THE JUNCTION FU1428'WITH STATE HIGHWAY 229 (WEBSTER ROAD). CONTINUE EAST ON STATE HIGHWAY FU1428'58 FOR 11.45 MI (18.43 KM) TO A SIDE ROAD LEFT, LA PANZA ROAD. FU1428'CONTINUE EAST ON STATE HIGHWAY 58 FOR 16.3 MI (26.2 KM) TO A SIDE FU1428'ROAD RIGHT, POZO ROAD. CONTINUE EAST ON STATE HIGHWAY 58 FOR 10.55 MI FU1428'(16.98 KM) TO THE INTERSECTION WITH SODA LAKE ROAD IN THE COMMUNITY FU1428'OF SIMMLER. CONTINUE EAST ON STATE HIGHWAY 58 FOR 9.45 MI (15.21 KM) FU1428'TO A SIDE ROAD RIGHT, SEVEN MILE ROAD. CONTINUE EAST ON STATE HIGHWAY FU1428'58 FOR 1.1 MI (1.8 KM) TO THE STATION ON THE LEFT AT POST MILE 55.75. FU1428'A DIRT SHOULDER ADJACENT TO THE STATION PROVIDES ADEQUATE PARKING. FU1428'$ FU1428'THE STATION IS 84.7 FT (25.8 M) WEST OF AND ACROSS THE HIGHWAY FROM FU1428'THE SOUTH END OF AN IRON FENCE GATE AT THE CREST OF RISE, 49.7 FT FU1428'(15.1 M) NORTH OF THE CENTERLINE OF STATE HIGHWAY 58, 2.0 FT (0.6 M) FU1428'SOUTH OF A 4 INCH BY 4 INCH WOOD WITNESS POST STENCILED USBM, 1.7 FT FU1428'(0.5 M) EAST OF A 5 STRAND BARBED WIRE R/W FENCE, AND ABOUT 1.5 FT FU1428'(0.5 M) LOWER THAN THE HIGHWAY. FU1428'$ FU1428'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION FU1428'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF FU1428'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN FU1428'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO FU1428'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN FU1428'SAN LUIS OBISPO AT (805) 549-3152. FU1428 FU1428 STATION RECOVERY (1996) FU1428 FU1428'RECOVERY NOTE BY CALTRANS 1996 (RGD) FU1428'RECOVERED AS DESCRIBED. FU1428 FU1428 STATION RECOVERY (1998) FU1428 FU1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) FU1428'THE STATION IS LOCATED ABOUT 26 KM (16.15 MI) WEST-NORTHWEST OF FU1428'MCKITTRICK, ABOUT 16.78 KM (10.40 MI) EAST OF CALIFORNIA VALLEY, AND FU1428'ABOUT 12.9 KM (8.00 MI) EAST OF THE COMMUNITY OF SIMMLER, ON THE FU1428'NORTHWEST SIDE OF STATE HIGHWAY 58, AT THE CREST OF A HILL AND ACROSS FU1428'THE ROAD FROM A FIELD ENTRANCE AND GATE, AT MILEPOST 55.75. FU1428'OWNERSHIP--CALIFORNIA DEPARTMENT OF TRANSPORTATION. TO REACH THE FU1428'STATION FROM THE JUNCTION OF STATE HIGHWAY 58 AND SODA LAKE ROAD ABOUT FU1428'1.6 KM (1.00 MI) NORTH OF CALIFORNIA VALLEY, GO SOUTHEASTERLY FOR 15.1 FU1428'KM (9.40 MI) ON HIGHWAY 58 TO SEVEN MILE ROAD ON THE RIGHT. CONTINUE FU1428'EASTERLY FOR 1.68 KM (1.05 MI) ON HIGHWAY 58 TO THE CREST OF A HILL FU1428'AND THE STATION ON THE LEFT. LOCATED 25.8 M (84.6 FT) WEST AND ACROSS FU1428'THE HIGHWAY FROM THE SOUTH END OF THE GATE, 15.1 M (49.5 FT) NORTHWEST FU1428'OF THE CENTER OF HIGHWAY 58, 0.6 M (2.0 FT) SOUTH OF A 4-INCH WOOD FU1428'WITNESS POST WITH RAISED LETTERS -USBM-, 0.5 M (1.6 FT) EAST OF A FU1428'RIGHT-OF-WAY FENCE AND WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND FU1428'FLUSH WITH GROUND. FU1428 FU1428 STATION RECOVERY (2003) FU1428 FU1428'RECOVERY NOTE BY CALTRANS 2003 FU1428'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 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 52. (N) 121 04 55. (W) SCALED FV2058* NAVD 88 - 20.70 (meters) 67.9 (feet) RESET FV2058 ___________________________________________________________________ FV2058 GEOID HEIGHT- -34.66 (meters) GEOID03 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 GEOID03. FV2058 FV2058; North East Units Estimated Accuracy FV2058;SPC CA 5 - 733,290. 1,720,640. MT (+/- 180 meters Scaled) FV2058 FV2058 SUPERSEDED SURVEY CONTROL FV2058 FV2058 NGVD 29 (07/01/04) 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 = AUGUST 12, 2004 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 01. (N) 120 42 53. (W) SCALED FV1063* NAVD 88 - 266.79 (+/-2cm) 875.3 (feet) VERTCON FV1063 ___________________________________________________________________ FV1063 GEOID HEIGHT- -34.12 (meters) GEOID03 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 NGVD 29 superseded value. FV1063 FV1063.The geoid height was determined by GEOID03. FV1063 FV1063; North East Units Estimated Accuracy FV1063;SPC CA 5 - 734,460. 1,753,970. MT (+/- 180 meters Scaled) FV1063 FV1063 SUPERSEDED SURVEY CONTROL FV1063 FV1063 NGVD 29 (07/01/04) 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. 1 National Geodetic Survey, Retrieval Date = AUGUST 12, 2004 DG4560 *********************************************************************** DG4560 DESIGNATION - Z 878 RESET DG4560 PID - DG4560 DG4560 STATE/COUNTY- CA/SAN LUIS OBISPO DG4560 USGS QUAD - MOUNTAIN VIEW (1997) DG4560 DG4560 *CURRENT SURVEY CONTROL DG4560 ___________________________________________________________________ DG4560* NAD 83(1986)- 37 24 06. (N) 122 01 49. (W) SCALED DG4560* NAVD 88 - 10.16 (+/-2cm) 33.3 (feet) VERTCON DG4560 ___________________________________________________________________ DG4560 GEOID HEIGHT- -32.59 (meters) GEOID03 DG4560 DG4560 VERT ORDER - THIRD (See Below) DG4560 DG4560.The horizontal coordinates were scaled from a topographic map and have DG4560.an estimated accuracy of +/- 6 seconds. DG4560 DG4560.The NAVD 88 height was computed by applying the VERTCON shift value to DG4560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DG4560.The vertical order pertains to the NGVD 29 superseded value. DG4560 DG4560.The geoid height was determined by GEOID03. DG4560 DG4560; North East Units Estimated Accuracy DG4560;SPC CA 5 - 940,130. 1,642,890. MT (+/- 180 meters Scaled) DG4560 DG4560 SUPERSEDED SURVEY CONTROL DG4560 DG4560 NGVD 29 (07/01/04) 9.33 (m) 30.6 (f) RESET 3 DG4560 DG4560.Superseded values are not recommended for survey control. DG4560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DG4560.See file dsdata.txt to determine how the superseded data were derived. DG4560 DG4560_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEG858398(NAD 83) DG4560_MARKER: DV = VERTICAL CONTROL DISK DG4560_SETTING: 35 = CHANNEL WALL DG4560_STAMPING: Z 878 RESET 1997 DG4560_MARK LOGO: NGS DG4560_MAGNETIC: N = NO MAGNETIC MATERIAL DG4560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG4560+STABILITY: SURFACE MOTION DG4560 DG4560 HISTORY - Date Condition Report By DG4560 HISTORY - 1997 MONUMENTED LOCSUR DG4560 DG4560 STATION DESCRIPTION DG4560 DG4560'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1997 (JS) DG4560'2.0 MILES EAST FROM MOFFETT FIELD. 1.6 MILES EAST ALONG BAHSHORE DG4560'HIGHWAY FROM THE MAIN ENTRANCE TO MOFFETT FIELD, THENCE 0.35 MILE DG4560'NORTHEAST ALONG MT VIEW-ALVISO ROAD. AN NGS BRASS DISK IN TOP DG4560'SOUTHWEST CORNER OF WALL ACROSS BEGINNING (WEST END) OF OPEN CHANNEL, DG4560'SUNNYVALE WEST CHANNEL APPROXIMATELY 170 FEET EAST OF LOCKHEED MARTIN DG4560'WAY, 32.0 FEET NORTH OF NORTH CURB OF MOFFETT PARK BOULEVARD AS DG4560'RECONSTRUCTED FOR LIGHT RAIL PROJECT.