1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV1095 *********************************************************************** FV1095 HT_MOD - This is a Height Modernization Survey Station. 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(1998)- 35 20 21.73470(N) 120 45 40.80759(W) ADJUSTED FV1095* NAVD 88 - 53.85 (meters) 176.7 (feet) GPS OBS FV1095 ___________________________________________________________________ FV1095 EPOCH DATE - 2004.50 FV1095 X - -2,664,086.259 (meters) COMP FV1095 Y - -4,475,910.920 (meters) COMP FV1095 Z - 3,668,655.799 (meters) COMP FV1095 LAPLACE CORR- 4.09 (seconds) DEFLEC99 FV1095 ELLIP HEIGHT- 19.19 (meters) (06/30/05) GPS OBS FV1095 GEOID HEIGHT- -34.62 (meters) GEOID03 FV1095 DYNAMIC HT - 53.80 (meters) 176.5 (feet) COMP FV1095 MODELED GRAV- 979,751.2 (mgal) NAVD 88 FV1095 FV1095 HORZ ORDER - B FV1095 VERT ORDER - FIRST CLASS I (See Below) FV1095 ELLP ORDER - FOURTH CLASS I FV1095 FV1095.The horizontal coordinates were established by GPS observations FV1095.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV1095.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV1095.DATUM ITEM on the data sheet items page. 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 GPS observations and a FV1095.high-resolution geoid model using precise GPS observation and FV1095.processing techniques. It supersedes the leveled height previously FV1095.determined for this station. FV1095.The vertical order pertains to the first NAVD 88 superseded value. 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 - 707,485.426 1,749,005.848 MT 0.99997473 -1 34 26.4 FV1095;SPC CA 5 - 2,321,141.77 5,738,196.69 sFT 0.99997473 -1 34 26.4 FV1095;UTM 10 - 3,912,978.743 703,452.103 MT 1.00011014 +1 17 43.2 FV1095 FV1095! - Elev Factor x Scale Factor = Combined Factor FV1095!SPC CA 5 - 0.99999699 x 0.99997473 = 0.99997172 FV1095!UTM 10 - 0.99999699 x 1.00011014 = 1.00010713 FV1095 FV1095 SUPERSEDED SURVEY CONTROL FV1095 FV1095 NAD 83(1992)- 35 20 21.71887(N) 120 45 40.79161(W) AD(1991.35) 1 FV1095 ELLIP H (06/24/96) 19.26 (m) GP(1991.35) 4 1 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 NAVD 88 (06/15/91) 53.893 (m) 176.81 (f) ADJUSTED 1 1 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: 10SGE0345212979(NAD 83) FV1095_MARKER: DV = VERTICAL CONTROL DISK FV1095_SETTING: 66 = SET IN ROCK OUTCROP FV1095_SP_SET: 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 18, 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 HISTORY - 20040518 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. FV1095 FV1095 STATION RECOVERY (2004) FV1095 FV1095'RECOVERY NOTE BY CALTRANS 2004 (MEI) FV1095'TO REACH THE STATION FROM THE INTERSECTION OF HWY 1 AND MORRO BAY BLVD FV1095'IN THE TOWN OF MORRO BAY, DRIVE 4.5 MI (7.2 KM) SOUTHEASTERLY ON HWY FV1095'1 TO GILARDI RD. LIKEWISE, APPROACHING FROM THE SOUTH, FROM THE FV1095'INTERSECTION OF HWY 1 AND CUESTA COLLEGE ACCESS RD, WHICH IS ABOUT FV1095'HALFWAY BETWEEN DOWNTOWN SANLUIS OBISPO AND THE TOWN OF MORRO BAY, FV1095'DRIVE NORTH ON HWY 1 FOR 1.2 MI (1.9 KM) TO GILARDI RD AND MAKE A FV1095'U-TURN. FROM THE INTERSECTION OF HWY 1 AND GILARDI RD, DRIVE 0.6 MI FV1095'(1 KM) SOUTHEAST ON HWY 1 TO THE STATION ON THE RIGHT, AT POSTMILE FV1095'23.80, IN A ROCK OUTCROP ABOUT 14 FT (4.3 M) HIGHER THAN THE HIGHWAY. FV1095'THE LOCAL TIES PROVIDED PREVIOUSLY ARE CORRECT. THIS STATION WAS FV1095'OBSERVED IN THE SAN SIMEON POST-EARTHQUAKE AND HEIGHT MODERNIZATION FV1095'SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV0353 *********************************************************************** FV0353 DESIGNATION - A 910 FV0353 PID - FV0353 FV0353 STATE/COUNTY- CA/SAN LUIS OBISPO FV0353 USGS QUAD - SAN LUIS OBISPO (1994) FV0353 FV0353 *CURRENT SURVEY CONTROL FV0353 ___________________________________________________________________ FV0353* NAD 83(1986)- 35 18 20. (N) 120 39 55. (W) SCALED FV0353* NAVD 88 - 105.037 (meters) 344.61 (feet) ADJUSTED FV0353 ___________________________________________________________________ FV0353 GEOID HEIGHT- -34.49 (meters) GEOID03 FV0353 DYNAMIC HT - 104.942 (meters) 344.30 (feet) COMP FV0353 MODELED GRAV- 979,729.2 (mgal) NAVD 88 FV0353 FV0353 VERT ORDER - FIRST CLASS I FV0353 FV0353.The horizontal coordinates were scaled from a topographic map and have FV0353.an estimated accuracy of +/- 6 seconds. FV0353 FV0353.The orthometric height was determined by differential leveling FV0353.and adjusted by the National Geodetic Survey in June 1991. FV0353 FV0353.The geoid height was determined by GEOID03. FV0353 FV0353.The dynamic height is computed by dividing the NAVD 88 FV0353.geopotential number by the normal gravity value computed on the FV0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV0353.degrees latitude (g = 980.6199 gals.). FV0353 FV0353.The modeled gravity was interpolated from observed gravity values. FV0353 FV0353; North East Units Estimated Accuracy FV0353;SPC CA 5 - 703,500. 1,757,640. MT (+/- 180 meters Scaled) FV0353 FV0353 SUPERSEDED SURVEY CONTROL FV0353 FV0353 NGVD 29 (??/??/92) 104.165 (m) 341.75 (f) ADJ UNCH 1 1 FV0353 FV0353.Superseded values are not recommended for survey control. FV0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV0353.See file dsdata.txt to determine how the superseded data were derived. FV0353 FV0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE122094(NAD 83) FV0353_MARKER: DB = BENCH MARK DISK FV0353_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN FV0353+WITH SETTING: PAVEMENT FV0353_SP_SET: TOWER FOUNDATION FV0353_STAMPING: A 910 1957 FV0353_MARK LOGO: CGS FV0353_MAGNETIC: N = NO MAGNETIC MATERIAL FV0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV0353+STABILITY: SURFACE MOTION FV0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FV0353+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003 FV0353 FV0353 HISTORY - Date Condition Report By FV0353 HISTORY - 1957 MONUMENTED CGS FV0353 HISTORY - 1961 GOOD NGS FV0353 HISTORY - 1977 GOOD NGS FV0353 HISTORY - 19890209 GOOD NGS FV0353 HISTORY - 20030827 GOOD JOHFRA FV0353 HISTORY - 20030827 GOOD JOHFRA FV0353 FV0353 STATION DESCRIPTION FV0353 FV0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 FV0353'2.5 MI NW FROM SAN LUIS OBISPO. FV0353'2.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FV0353'FROM THE STATION AT SAN LUIS OBISPO, THENCE 0.2 MILE NORTHEAST FV0353'ACROSS COUNTRY, AT CALIFORNIA STATE POLYTECHINIC COLLEGE AIRPORT, FV0353'AT THE EXPERIMENTAL RADAR STATION, IN THE TOP OF THE CONCRETE FV0353'FOUNDATION FOR THE STEEL TOWER, 3.4 FEET SOUTH OF THE NORTH FV0353'CORNER OF THE FOUNDATION, 0.9 FOOT EAST OF THE NORTH STEEL FV0353'LEG, AND ABOUT LEVEL WITH THE CONCRETE APRON. FV0353 FV0353 STATION RECOVERY (1961) FV0353 FV0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961 FV0353'RECOVERED IN GOOD CONDITION. FV0353 FV0353 STATION RECOVERY (1977) FV0353 FV0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 FV0353'RECOVERED IN GOOD CONDITION. FV0353 FV0353 STATION RECOVERY (1989) FV0353 FV0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 FV0353'RECOVERED IN GOOD CONDITION. FV0353 FV0353 STATION RECOVERY (2003) FV0353 FV0353'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) FV0353'FOUND AS DESCRIBED IN 1957 RECOVERY NOTE EXCEPT THAT THE AIRFIELD HAS FV0353'BEEN CONVERTED TO ATHLETIC FIELDS. THE TOWER IS 75 FEET SOUTHEASTERLY FV0353'OF THE BAGGETT STADIUM SCOREBOARD. HANDHELD GPS POSITION = FV0353'N35-18-21.1 W120-39-53.2 FV0353 FV0353 STATION RECOVERY (2003) FV0353 FV0353'RECOVERY NOTE BY JOHNSON-FRANK 2003 FV0353'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV0967 *********************************************************************** FV0967 HT_MOD - This is a Height Modernization Survey Station. FV0967 DESIGNATION - B 707 FV0967 PID - FV0967 FV0967 STATE/COUNTY- CA/SAN LUIS OBISPO FV0967 USGS QUAD - CAMBRIA (1979) FV0967 FV0967 *CURRENT SURVEY CONTROL FV0967 ___________________________________________________________________ FV0967* NAD 83(1998)- 35 34 23.31911(N) 121 02 28.63613(W) ADJUSTED FV0967* NAVD 88 - 51.96 (meters) 170.5 (feet) GPS OBS FV0967 ___________________________________________________________________ FV0967 EPOCH DATE - 2004.50 FV0967 X - -2,678,165.009 (meters) COMP FV0967 Y - -4,449,948.372 (meters) COMP FV0967 Z - 3,689,781.960 (meters) COMP FV0967 LAPLACE CORR- 4.68 (seconds) DEFLEC99 FV0967 ELLIP HEIGHT- 17.42 (meters) (06/30/05) GPS OBS FV0967 GEOID HEIGHT- -34.50 (meters) GEOID03 FV0967 DYNAMIC HT - 51.91 (meters) 170.3 (feet) COMP FV0967 MODELED GRAV- 979,771.2 (mgal) NAVD 88 FV0967 FV0967 HORZ ORDER - B FV0967 VERT ORDER - FIRST CLASS I (See Below) FV0967 ELLP ORDER - FOURTH CLASS I FV0967 FV0967.The horizontal coordinates were established by GPS observations FV0967.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV0967.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV0967.DATUM ITEM on the data sheet items page. FV0967.The horizontal coordinates are valid at the epoch date displayed above. FV0967.The epoch date for horizontal control is a decimal equivalence FV0967.of Year/Month/Day. FV0967 FV0967.The orthometric height was determined by GPS observations and a FV0967.high-resolution geoid model using precise GPS observation and FV0967.processing techniques. It supersedes the leveled height previously FV0967.determined for this station. FV0967.WARNING-GPS observations at this control monument resulted in a GPS FV0967.derived orthometric height which differed from the leveled height by FV0967.more than one decimeter (0.1 meter). FV0967.The vertical order pertains to the first NAVD 88 superseded value. FV0967 FV0967.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV0967 FV0967.The Laplace correction was computed from DEFLEC99 derived deflections. FV0967 FV0967.The ellipsoidal height was determined by GPS observations FV0967.and is referenced to NAD 83. FV0967 FV0967.The geoid height was determined by GEOID03. FV0967 FV0967.The dynamic height is computed by dividing the NAVD 88 FV0967.geopotential number by the normal gravity value computed on the FV0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV0967.degrees latitude (g = 980.6199 gals.). FV0967 FV0967.The modeled gravity was interpolated from observed gravity values. FV0967 FV0967; North East Units Scale Factor Converg. FV0967;SPC CA 5 - 734,144.912 1,724,351.365 MT 1.00002495 -1 44 00.9 FV0967;SPC CA 5 - 2,408,607.10 5,657,309.44 sFT 1.00002495 -1 44 00.9 FV0967;UTM 10 - 3,938,370.920 677,491.764 MT 0.99998823 +1 08 23.1 FV0967 FV0967! - Elev Factor x Scale Factor = Combined Factor FV0967!SPC CA 5 - 0.99999727 x 1.00002495 = 1.00002222 FV0967!UTM 10 - 0.99999727 x 0.99998823 = 0.99998550 FV0967 FV0967 SUPERSEDED SURVEY CONTROL FV0967 FV0967 NAVD 88 (06/15/91) 52.078 (m) 170.86 (f) ADJUSTED 1 1 FV0967 NGVD 29 (10/21/93) 51.248 (m) 168.14 (f) ADJUSTED 1 1 FV0967 FV0967.Superseded values are not recommended for survey control. FV0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV0967.See file dsdata.txt to determine how the superseded data were derived. FV0967 FV0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE7749238371(NAD 83) FV0967_MARKER: DB = BENCH MARK DISK FV0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT FV0967_STAMPING: B 707 1943 FV0967_MAGNETIC: N = NO MAGNETIC MATERIAL FV0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV0967+STABILITY: SURFACE MOTION FV0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV0967+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 FV0967 FV0967 HISTORY - Date Condition Report By FV0967 HISTORY - 1943 MONUMENTED CGS FV0967 HISTORY - 1961 GOOD DOD FV0967 HISTORY - 1977 GOOD NGS FV0967 HISTORY - 20040519 GOOD NGS FV0967 FV0967 STATION DESCRIPTION FV0967 FV0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 FV0967'2.9 MI SE FROM CAMBRIA. FV0967'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 41, 0.1 MILE NORTH FV0967'OF A FARM WINDMILL, 30 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY FV0967'ON FENCE LINE AND BEHIND A TELEPHONE POLE. A STANDARD DISK FV0967'STAMPED B 707 1943 AND SET IN THE TOP OF A CONCRETE POST. WITNESS FV0967'POST SET. FV0967 FV0967 STATION RECOVERY (1961) FV0967 FV0967'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1961 FV0967'RECOVERED IN GOOD CONDITION. FV0967 FV0967 STATION RECOVERY (1977) FV0967 FV0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 FV0967'0.45 MILE EAST ALONG MAIN STREET FROM THE BANK OF AMERICA BUILDING IN FV0967'CAMBRIA THENCE 2.05 MILE NORTHEAST ALONG SANTA ROSA CREEK ROAD TO MARK FV0967'ON RIGHT, 0.1 MILE NORTHWEST OF A FARM WINDMILL, 30 FEET SOUTHWEST OF FV0967'THE CENTER OF ROAD, 4 FEET EAST-SOUTHEAST OF A POWRLINE POLE, 240 FV0967'FEET EAST OF A FARM MACHINERY BUILDING FV0967 FV0967 STATION RECOVERY (2004) FV0967 FV0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (MEI) FV0967'THE STATION IS ABOUT 3 MI (4.8 KM) EAST OF CAMBRIA. FROM THE FV0967'INTERSECTION OF HWY 1 AND CAMBRIA RD, DRIVE 0.1 MI (0.2 KM) NORTHEAST FV0967'TO A 3-WAY STOP. TURN RIGHT WHICH IS THE CONTINUATION OF MAIN ST AND FV0967'GO SOUTHERLY ON MAIN ST FOR 0.3 MI (0.5 KM) TO THE INTERSECTION WITH FV0967'SANTA ROSA CREEK RD (WHICH WAS STATE HIGHWAY 41 IN THE 1940'S), A FV0967'SIDE ROAD LEFT. TURN LEFT AND DRIVE EAST-NORTHEASTERLY ON SANTA ROSA FV0967'CREEK RD FOR 2.3 MI (3.7 KM) TO A SMALL DIRT PULLOUT ON THE RIGHT AND FV0967'THE STATION ON THE RIGHT. (THE STATION IS ABOUT 0.1 MI (0.2 KM) WEST FV0967'OF THE DRIVEWAY FOR DOS PASOS RANCH ON THE NORTH SIDE.) THE PULLOUT FV0967'IS JUST EAST OF A CORRUGATED STEEL HAY BARN WITH 8-FT-HIGH (2.4 M) FV0967'CHAIN LINK GATES AND NO FRONT WALL. THE STATION IS 25.5 FT (7.8 M) FV0967'SOUTH OF THE CENTERLINE OF THE ROAD, 4 FT (1.2 M) EAST-SOUTHEAST OF A FV0967'POWER POLE NUMBERED 136861 THAT HAS A METAL BOX ATTACHED ABOUT 12 FT FV0967'(3.7 M) UP AND NUMBERED 4708. IT IS 2.5 FT (0.8 M) SOUTH OF A BARBED FV0967'WIRE FENCE AND METAL WITNESS POST. THIS STATION WAS OBSERVED IN THE FV0967'SAN SIMEON POST-EARTHQUAKE AND HEIGHT MODERNIZATION SURVEY, A CSRC FV0967'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV0358 *********************************************************************** FV0358 DESIGNATION - B 910 FV0358 PID - FV0358 FV0358 STATE/COUNTY- CA/SAN LUIS OBISPO FV0358 USGS QUAD - SAN LUIS OBISPO (1994) FV0358 FV0358 *CURRENT SURVEY CONTROL FV0358 ___________________________________________________________________ FV0358* NAD 83(1986)- 35 18 39. (N) 120 40 19. (W) SCALED FV0358* NAVD 88 - 110.527 (meters) 362.62 (feet) ADJUSTED FV0358 ___________________________________________________________________ FV0358 GEOID HEIGHT- -34.49 (meters) GEOID03 FV0358 DYNAMIC HT - 110.426 (meters) 362.29 (feet) COMP FV0358 MODELED GRAV- 979,715.4 (mgal) NAVD 88 FV0358 FV0358 VERT ORDER - FIRST CLASS I FV0358 FV0358.The horizontal coordinates were scaled from a topographic map and have FV0358.an estimated accuracy of +/- 6 seconds. FV0358 FV0358.The orthometric height was determined by differential leveling FV0358.and adjusted by the National Geodetic Survey in June 1991. FV0358 FV0358.The geoid height was determined by GEOID03. FV0358 FV0358.The dynamic height is computed by dividing the NAVD 88 FV0358.geopotential number by the normal gravity value computed on the FV0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV0358.degrees latitude (g = 980.6199 gals.). FV0358 FV0358.The modeled gravity was interpolated from observed gravity values. FV0358 FV0358; North East Units Estimated Accuracy FV0358;SPC CA 5 - 704,100. 1,757,050. MT (+/- 180 meters Scaled) FV0358 FV0358 SUPERSEDED SURVEY CONTROL FV0358 FV0358 NGVD 29 (??/??/92) 109.654 (m) 359.76 (f) ADJ UNCH 1 1 FV0358 FV0358.Superseded values are not recommended for survey control. FV0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV0358.See file dsdata.txt to determine how the superseded data were derived. FV0358 FV0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE116100(NAD 83) FV0358_MARKER: DB = BENCH MARK DISK FV0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV0358_SP_SET: CONCRETE POST FV0358_STAMPING: B 910 1957 FV0358_MARK LOGO: CGS FV0358_MAGNETIC: N = NO MAGNETIC MATERIAL FV0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV0358+STABILITY: SURFACE MOTION FV0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV0358+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003 FV0358 FV0358 HISTORY - Date Condition Report By FV0358 HISTORY - 1957 MONUMENTED CGS FV0358 HISTORY - 1970 GOOD NGS FV0358 HISTORY - 1977 GOOD NGS FV0358 HISTORY - 19890306 GOOD NGS FV0358 HISTORY - 19900621 GOOD USGS FV0358 HISTORY - 20030827 GOOD JOHFRA FV0358 HISTORY - 20030827 GOOD JOHFRA FV0358 FV0358 STATION DESCRIPTION FV0358 FV0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 FV0358'2.8 MI NW FROM SAN LUIS OBISPO. FV0358'2.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FV0358'FROM THE STATION AT SAN LUIS OBISPO, AT THE NORTHWEST END OF FV0358'THE CALIFORNIA STATE POLYTECHNIC COLLEGE AIRPORT, 182.6 FEET FV0358'NORTHEAST OF THE NORTHEAST RAIL, 66 FEET SOUTHWEST OF THE CENTER FV0358'OF A DIRT RUNWAY, 39 1/2 FEET NORTHEAST OF THE NORTHWEST END OF FV0358'A STEEL PIPE GATE AND A FENCE CORNER, 33 1/2 FEET NORTHWEST FV0358'OF A BLADED DIRT ROAD, 27 1/2 FEET SOUTHEAST OF THE CENTER OF FV0358'A DIRT LEVEE, 124 FEET SOUTHWEST OF THE SOUTHWEST END OF A STEEL FV0358'GATE, 2.2 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH FV0358'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING FV0358'0.5 FOOT ABOVE THE GROUND. SEC 15, T 30S, R 12E FV0358 FV0358 STATION RECOVERY (1977) FV0358 FV0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 FV0358'RECOVERED IN GOOD CONDITION. FV0358 FV0358 STATION RECOVERY (1989) FV0358 FV0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 FV0358'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. CHANGE--A FV0358'BLADED ROAD, TO A PAVED ROAD. FV0358 FV0358 STATION RECOVERY (1990) FV0358 FV0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (JMV) FV0358'RECOVERED IN GOOD CONDITION. FV0358 FV0358 STATION RECOVERY (2003) FV0358 FV0358'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) FV0358'2.8 MI NW FROM SAN LUIS OBISPO. FV0358'2.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM FV0358'THE STATION AT SAN LUIS OBISPO, 48 FEET WEST OF THE CENTER OF AN FV0358'ASPHALT ROAD AT THE WESTERLY END OF ATHLETIC FIELDS, 33 FEET NORTHWEST FV0358'OF THE NORTHERLY END OF A 4 FOOT WIRE FENCE, 9 FEET EAST OF THE TOE OF FV0358'SLOPE OF A POND, 7 FOOT NORTH OF A SMALL EVERGREEN, AND 2 FEET SOUTH FV0358'OF A STEEL WITNESS POST. HANDHELD GPS POSITION = N35-18-38.7 FV0358'W120-40-16.5 FV0358 FV0358 STATION RECOVERY (2003) FV0358 FV0358'RECOVERY NOTE BY JOHNSON-FRANK 2003 FV0358'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DG7413 *********************************************************************** DG7413 HT_MOD - This is a Height Modernization Survey Station. DG7413 DESIGNATION - CLEGGRANCHCS2004 GRP DG7413 PID - DG7413 DG7413 STATE/COUNTY- CA/SAN LUIS OBISPO DG7413 USGS QUAD - CAMBRIA (1979) DG7413 DG7413 *CURRENT SURVEY CONTROL DG7413 ___________________________________________________________________ DG7413* NAD 83(CORS)- 35 33 06.28768(N) 121 00 10.59811(W) ADJUSTED DG7413* NAVD 88 - 142.24 (meters) 466.7 (feet) GPS OBS DG7413 ___________________________________________________________________ DG7413 EPOCH DATE - 2002.00 DG7413 X - -2,675,935.373 (meters) COMP DG7413 Y - -4,452,986.060 (meters) COMP DG7413 Z - 3,687,903.112 (meters) COMP DG7413 LAPLACE CORR- 4.62 (seconds) DEFLEC99 DG7413 ELLIP HEIGHT- 107.60 (meters) (10/??/04) GPS OBS DG7413 GEOID HEIGHT- -34.49 (meters) GEOID03 DG7413 DG7413 HORZ ORDER - A DG7413 ELLP ORDER - FOURTH CLASS I DG7413 DG7413.ITRF positions are available for this station. DG7413.The horizontal coordinates were established by GPS observations DG7413.and adjusted by the National Geodetic Survey in October 2004. DG7413.The horizontal coordinates are valid at the epoch date displayed above. DG7413.The epoch date for horizontal control is a decimal equivalence DG7413.of Year/Month/Day. DG7413 DG7413.The orthometric height was determined by GPS observations and a DG7413.high-resolution geoid model using precise GPS observation and DG7413.processing techniques. DG7413 DG7413.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG7413 DG7413.The Laplace correction was computed from DEFLEC99 derived deflections. DG7413 DG7413.The ellipsoidal height was determined by GPS observations DG7413.and is referenced to NAD 83. DG7413 DG7413.The geoid height was determined by GEOID03. DG7413 DG7413; North East Units Scale Factor Converg. DG7413;SPC CA 5 - 731,667.344 1,727,754.725 MT 1.00001965 -1 42 42.2 DG7413;SPC CA 5 - 2,400,478.61 5,668,475.29 sFT 1.00001965 -1 42 42.2 DG7413;UTM 10 - 3,936,067.128 681,014.946 MT 1.00000380 +1 09 41.3 DG7413 DG7413! - Elev Factor x Scale Factor = Combined Factor DG7413!SPC CA 5 - 0.99998311 x 1.00001965 = 1.00000276 DG7413!UTM 10 - 0.99998311 x 1.00000380 = 0.99998691 DG7413 DG7413 SUPERSEDED SURVEY CONTROL DG7413 DG7413.No superseded survey control is available for this station. DG7413 DG7413_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE8101536067(NAD 83) DG7413_MARKER: Z = SEE DESCRIPTION DG7413_SETTING: 0 = UNSPECIFIED SETTING DG7413_SP_SET: PBO CORS DG7413_STAMPING: UNKNOWN DG7413_MAGNETIC: N = NO MAGNETIC MATERIAL DG7413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DG7413+STABILITY: POSITION/ELEVATION WELL DG7413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG7413+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004 DG7413 DG7413 HISTORY - Date Condition Report By DG7413 HISTORY - 20040112 MONUMENTED UNAVCO DG7413 HISTORY - 20040801 GOOD CSRC DG7413 DG7413 STATION DESCRIPTION DG7413 DG7413'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 DG7413'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P067' DG7413'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES DG7413'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE DG7413'BY ANONYMOUS FTP OR THE WORLDWIDE WEB. DG7413' FTP CORS.NGS.NOAA.GOV: CORS/COORD AND CORS/STATION_LOG DG7413' HTTP://WWW.NGS.NOAA.GOV UNDER PRODUCTS AND SERVICES. DG7413' DG7413'COORDINATES ARE FOR THE GEODETIC REFERENCE POINT OF A CGPS(CONTINUOUS DG7413'GPS). INFORMATION ABOUT THIS SITE, SUCH AS THE GRP, ANTENNA TYPE AND DG7413'ANTENNA HEIGHT, CAN BE FOUND AT THE CSRC DATA PORTAL WEBSITE. DG7413'//CSRC.UCSD.EDU/CDP/ 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV0359 *********************************************************************** FV0359 DESIGNATION - F 908 FV0359 PID - FV0359 FV0359 STATE/COUNTY- CA/SAN LUIS OBISPO FV0359 USGS QUAD - SAN LUIS OBISPO (1994) FV0359 FV0359 *CURRENT SURVEY CONTROL FV0359 ___________________________________________________________________ FV0359* NAD 83(1986)- 35 18 45. (N) 120 40 32. (W) SCALED FV0359* NAVD 88 - 116.599 (meters) 382.54 (feet) ADJUSTED FV0359 ___________________________________________________________________ FV0359 GEOID HEIGHT- -34.49 (meters) GEOID03 FV0359 DYNAMIC HT - 116.493 (meters) 382.19 (feet) COMP FV0359 MODELED GRAV- 979,720.1 (mgal) NAVD 88 FV0359 FV0359 VERT ORDER - FIRST CLASS I FV0359 FV0359.The horizontal coordinates were scaled from a topographic map and have FV0359.an estimated accuracy of +/- 6 seconds. FV0359 FV0359.The orthometric height was determined by differential leveling FV0359.and adjusted by the National Geodetic Survey in June 1991. FV0359 FV0359.The geoid height was determined by GEOID03. FV0359 FV0359.The dynamic height is computed by dividing the NAVD 88 FV0359.geopotential number by the normal gravity value computed on the FV0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV0359.degrees latitude (g = 980.6199 gals.). FV0359 FV0359.The modeled gravity was interpolated from observed gravity values. FV0359 FV0359; North East Units Estimated Accuracy FV0359;SPC CA 5 - 704,290. 1,756,720. MT (+/- 180 meters Scaled) FV0359 FV0359 SUPERSEDED SURVEY CONTROL FV0359 FV0359 NGVD 29 (??/??/92) 115.727 (m) 379.68 (f) ADJ UNCH 1 1 FV0359 FV0359.Superseded values are not recommended for survey control. FV0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV0359.See file dsdata.txt to determine how the superseded data were derived. FV0359 FV0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE113101(NAD 83) FV0359_MARKER: DB = BENCH MARK DISK FV0359_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE FV0359_SP_SET: HEADWALL FV0359_STAMPING: F 908 1957 FV0359_MARK LOGO: CGS FV0359_MAGNETIC: N = NO MAGNETIC MATERIAL FV0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV0359+STABILITY: SURFACE MOTION FV0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FV0359+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003 FV0359 FV0359 HISTORY - Date Condition Report By FV0359 HISTORY - 1957 MONUMENTED CGS FV0359 HISTORY - 1961 GOOD NGS FV0359 HISTORY - 1977 GOOD NGS FV0359 HISTORY - 19890327 GOOD NGS FV0359 HISTORY - 20030827 GOOD JOHFRA FV0359 HISTORY - 20030827 GOOD JOHFRA FV0359 FV0359 STATION DESCRIPTION FV0359 FV0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 FV0359'3 MI NW FROM SAN LUIS OBISPO. FV0359'3.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FV0359'FROM THE STATION AT SAN LUIS OBISPO, IN R 12 E, T 30 S, NEAR FV0359'THE CENTER OF SECTION 15, AT THE CROSSING OF A PRIVATE ROAD, FV0359'AT A 48-INCH CONCRETE PIPE CULVERT 249.09, IN THE TOP OF THE FV0359'SOUTHEAST END OF THE NORTHEAST CEMENT-STONE MASONRY HEAD WALL, FV0359'16.0 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 6 FEET FV0359'LOWER THAN THE TRACK. FV0359 FV0359 STATION RECOVERY (1961) FV0359 FV0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961 FV0359'RECOVERED IN GOOD CONDITION. FV0359 FV0359 STATION RECOVERY (1977) FV0359 FV0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 FV0359'RECOVERED IN GOOD CONDITION. FV0359 FV0359 STATION RECOVERY (1989) FV0359 FV0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 FV0359'RECOVERED IN GOOD CONDITION. FV0359 FV0359 STATION RECOVERY (2003) FV0359 FV0359'RECOVERY NOTE BY JOHNSON-FRANK 2003 (MSP) FV0359'HANDHELD GPS POSITION = N35-18-45.6 W120-40-32.3 FV0359 FV0359 STATION RECOVERY (2003) FV0359 FV0359'RECOVERY NOTE BY JOHNSON-FRANK 2003 FV0359'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV1057 *********************************************************************** FV1057 HT_MOD - This is a Height Modernization Survey Station. 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(1998)- 35 33 50.72580(N) 120 54 24.80332(W) ADJUSTED FV1057* NAVD 88 - 565.59 (meters) 1855.6 (feet) GPS OBS FV1057 ___________________________________________________________________ FV1057 EPOCH DATE - 2004.50 FV1057 X - -2,668,234.341 (meters) COMP FV1057 Y - -4,457,078.328 (meters) COMP FV1057 Z - 3,689,263.795 (meters) COMP FV1057 LAPLACE CORR- 3.67 (seconds) DEFLEC99 FV1057 ELLIP HEIGHT- 531.39 (meters) (06/30/05) GPS OBS FV1057 GEOID HEIGHT- -34.16 (meters) GEOID03 FV1057 FV1057 HORZ ORDER - B 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 GEODETIC SOLUTIONS in June 2005. FV1057.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV1057.DATUM ITEM on the data sheet items page. 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 determined by GPS observations and a FV1057.high-resolution geoid model using precise GPS observation and FV1057.processing techniques. 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 - 732,780.370 1,736,500.073 MT 1.00002269 -1 39 25.1 FV1057;SPC CA 5 - 2,404,130.26 5,697,167.32 sFT 1.00002269 -1 39 25.1 FV1057;UTM 10 - 3,937,617.239 689,693.509 MT 1.00004345 +1 13 03.9 FV1057 FV1057! - Elev Factor x Scale Factor = Combined Factor FV1057!SPC CA 5 - 0.99991660 x 1.00002269 = 0.99993929 FV1057!UTM 10 - 0.99991660 x 1.00004345 = 0.99996005 FV1057 FV1057 SUPERSEDED SURVEY CONTROL FV1057 FV1057 NAD 83(1992)- 35 33 50.72291(N) 120 54 24.79265(W) AD(1991.35) 1 FV1057 ELLIP H (06/24/96) 531.11 (m) GP(1991.35) 4 1 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 (08/19/04) 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: DB = BENCH MARK DISK FV1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV1057_SP_SET: CONCRETE POST 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 19, 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 HISTORY - 20040519 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. FV1057 FV1057 STATION RECOVERY (2004) FV1057 FV1057'RECOVERY NOTE BY CALTRANS 2004 (MEI) FV1057'RECOVERED AS DESCRIBED WITH THE ADDITIONAL NOTES. TO REACH THE FV1057'STATION FROM THE WEST, SOUTHEST OF CAMBRIA. FROM THE INTERSECTION OF FV1057'HWY 1 AND CAMBRIA RD, IN THE NORTHERN PART OF CAMBRIA, DRIVE 0.1 MI FV1057'NORTHEAST TO A 3-WAY STOP AT A T-INTERSECTION. TURN RIGHT ON MAIN ST FV1057'AND GO SOUTHEASTERLY FOR 0.3 MI TO THE INTERSECTION WITH SANTA ROSA FV1057'CREEK RD (WHICH WAS STATE HIGHWAY 41 IN THE 1940'S), A SIDE ROAD FV1057'LEFT. DRIVE 12.2 MI EAST ON SRC RD TO A SIDE ROAD LEFT, CYPRESS FV1057'MOUNTAIN RD. CONTINUE EASTERLY ON SRC RD FOR 0.2 MI TO THE STATION ON FV1057'THE LEFT. THE STATION IS 18.4 FT (5.6 M) EAST OF A 4X4 WOOD POST WITH FV1057'A SKIDDING VEHICLE SIGN (NOT CURVE AHEAD). IT IS HALFWAY BETWEEN AND FV1057'2 FT (0.6 M) FROM EACH 4X4 WOODEN WITNESS POSTS, AND 1.6 FT (0.5 M) FV1057'WEST OF A CARSONITE WITNESS POST THIS STATION WAS OBSERVED IN THE SAN FV1057'SIMEON POST-EARTHQUAKE AND HEIGHT MODERNIZATION SURVEY, A CSRC FV1057'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV1127 *********************************************************************** FV1127 HT_MOD - This is a Height Modernization Survey Station. FV1127 DESIGNATION - H 1315 FV1127 PID - FV1127 FV1127 STATE/COUNTY- CA/SAN LUIS OBISPO FV1127 USGS QUAD - SAN SIMEON (1976) FV1127 FV1127 *CURRENT SURVEY CONTROL FV1127 ___________________________________________________________________ FV1127* NAD 83(1998)- 35 39 07.02382(N) 121 12 44.74716(W) ADJUSTED FV1127* NAVD 88 - 24.72 (meters) 81.1 (feet) GPS OBS FV1127 ___________________________________________________________________ FV1127 EPOCH DATE - 2004.50 FV1127 X - -2,688,794.983 (meters) COMP FV1127 Y - -4,437,555.328 (meters) COMP FV1127 Z - 3,696,874.474 (meters) COMP FV1127 LAPLACE CORR- 5.61 (seconds) DEFLEC99 FV1127 ELLIP HEIGHT- -9.95 (meters) (06/30/05) GPS OBS FV1127 GEOID HEIGHT- -34.64 (meters) GEOID03 FV1127 DYNAMIC HT - 24.70 (meters) 81.0 (feet) COMP FV1127 MODELED GRAV- 979,806.3 (mgal) NAVD 88 FV1127 FV1127 HORZ ORDER - B FV1127 VERT ORDER - FIRST CLASS I (See Below) FV1127 ELLP ORDER - FOURTH CLASS I FV1127 FV1127.The horizontal coordinates were established by GPS observations FV1127.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV1127.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV1127.DATUM ITEM on the data sheet items page. FV1127.The horizontal coordinates are valid at the epoch date displayed above. FV1127.The epoch date for horizontal control is a decimal equivalence FV1127.of Year/Month/Day. FV1127 FV1127.The orthometric height was determined by GPS observations and a FV1127.high-resolution geoid model using precise GPS observation and FV1127.processing techniques. It supersedes the leveled height previously FV1127.determined for this station. FV1127.The vertical order pertains to the first NAVD 88 superseded value. FV1127 FV1127.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV1127 FV1127.The Laplace correction was computed from DEFLEC99 derived deflections. FV1127 FV1127.The ellipsoidal height was determined by GPS observations FV1127.and is referenced to NAD 83. FV1127 FV1127.The geoid height was determined by GEOID03. FV1127 FV1127.The dynamic height is computed by dividing the NAVD 88 FV1127.geopotential number by the normal gravity value computed on the FV1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV1127.degrees latitude (g = 980.6199 gals.). FV1127 FV1127.The modeled gravity was interpolated from observed gravity values. FV1127 FV1127; North East Units Scale Factor Converg. FV1127;SPC CA 5 - 743,367.046 1,709,124.375 MT 1.00004565 -1 49 52.0 FV1127;SPC CA 5 - 2,438,863.38 5,607,352.22 sFT 1.00004565 -1 49 52.0 FV1127;UTM 10 - 3,946,817.484 661,822.887 MT 0.99992270 +1 02 31.7 FV1127 FV1127! - Elev Factor x Scale Factor = Combined Factor FV1127!SPC CA 5 - 1.00000156 x 1.00004565 = 1.00004721 FV1127!UTM 10 - 1.00000156 x 0.99992270 = 0.99992426 FV1127 FV1127 SUPERSEDED SURVEY CONTROL FV1127 FV1127 NAVD 88 (06/15/91) 24.750 (m) 81.20 (f) ADJUSTED 1 1 FV1127 NGVD 29 (10/21/93) 23.917 (m) 78.47 (f) ADJUSTED 1 1 FV1127 FV1127.Superseded values are not recommended for survey control. FV1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1127.See file dsdata.txt to determine how the superseded data were derived. FV1127 FV1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE6182346817(NAD 83) FV1127_MARKER: DB = BENCH MARK DISK FV1127_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+) FV1127_SP_SET: GALVANIZED STEEL ROD FV1127_STAMPING: H 1315 1977 FV1127_MAGNETIC: N = NO MAGNETIC MATERIAL FV1127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV1127+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2004 FV1127 FV1127 HISTORY - Date Condition Report By FV1127 HISTORY - 1977 MONUMENTED NGS FV1127 HISTORY - 20040518 GOOD NGS FV1127 FV1127 STATION DESCRIPTION FV1127 FV1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 FV1127'1.7 MI NW FROM SAN SIMEON. FV1127'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE BRIDGE OVER ARROYO FV1127'DEL PUERTO AT SAN SIMEON, 85 FEET SOUTH OF THE CENTER LINE OF THE FV1127'HIGHWAY, 109 FEET SOUTHWEST OF THE WEST END OF A GUARD RAIL, AT FV1127'HIGHWAY MILEPOST NUMBER 59.44, AND 2 FEET NORTH OF A BARBED WIRE FV1127'FENCE. FV1127 FV1127 STATION RECOVERY (2004) FV1127 FV1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (MEI) FV1127'THE STATION IS ABOUT 1.7 MI NORTHWEST OF SAN SIMEON. FROM THE FV1127'INTERSECTION OF HWY 1 AND THE SIDE ROAD WEST TO PIEDRA BLANCAS FV1127'LIGHTHOUSE , DRIVE 4.25 MI (6.84 KM) SOUTH ON HWY 1 TO A WIDE PULLOUT FV1127'AND THE STATION ON THE RIGHT AT MILEPOST 59.44. THE STATION IS 85 FT FV1127'(25.9 M) SOUTH OF THE CENTER LINE OF HWY 1, 109 FT (33.2 M) SOUTHWEST FV1127'OF THE WEST END OF A GUARD RAIL, 2 AND 1/2 FENCE POSTS NORTH OF A FV1127'CAMPING PROHIBITED SIGN, AND 2 FT (0.6 M) NORTH OF A BARBED WIRE FV1127'FENCE. THIS STATION WAS OBSERVED IN THE SAN SIMEON POST-EARTHQUAKE AND FV1127'HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV1002 *********************************************************************** FV1002 HT_MOD - This is a Height Modernization Survey Station. 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(1998)- 35 40 45.87631(N) 121 17 12.25872(W) ADJUSTED FV1002* NAVD 88 - 12.50 (meters) 41.0 (feet) GPS OBS FV1002 ___________________________________________________________________ FV1002 EPOCH DATE - 2004.50 FV1002 X - -2,693,620.208 (meters) COMP FV1002 Y - -4,432,537.780 (meters) COMP FV1002 Z - 3,699,342.459 (meters) COMP FV1002 LAPLACE CORR- 8.38 (seconds) DEFLEC99 FV1002 ELLIP HEIGHT- -22.32 (meters) (06/30/05) GPS OBS FV1002 GEOID HEIGHT- -34.79 (meters) GEOID03 FV1002 DYNAMIC HT - 12.49 (meters) 41.0 (feet) COMP FV1002 MODELED GRAV- 979,813.3 (mgal) NAVD 88 FV1002 FV1002 HORZ ORDER - B FV1002 VERT ORDER - FIRST CLASS I (See Below) FV1002 ELLP ORDER - FOURTH CLASS I FV1002 FV1002.The horizontal coordinates were established by GPS observations FV1002.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV1002.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV1002.DATUM ITEM on the data sheet items page. 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 GPS observations and a FV1002.high-resolution geoid model using precise GPS observation and FV1002.processing techniques. It supersedes the leveled height previously FV1002.determined for this station. FV1002.The vertical order pertains to the first NAVD 88 superseded value. 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 - 746,629.745 1,702,497.923 MT 1.00005331 -1 52 24.5 FV1002;SPC CA 5 - 2,449,567.76 5,585,611.94 sFT 1.00005331 -1 52 24.5 FV1002;SPC CA 4 - 540,866.816 1,792,991.781 MT 1.00007605 -1 21 51.3 FV1002;SPC CA 4 - 1,774,493.88 5,882,507.20 sFT 1.00007605 -1 21 51.3 FV1002;UTM 10 - 3,949,743.528 655,042.176 MT 0.99989622 +0 59 58.0 FV1002 FV1002! - Elev Factor x Scale Factor = Combined Factor FV1002!SPC CA 5 - 1.00000350 x 1.00005331 = 1.00005681 FV1002!SPC CA 4 - 1.00000350 x 1.00007605 = 1.00007955 FV1002!UTM 10 - 1.00000350 x 0.99989622 = 0.99989972 FV1002 FV1002: Primary Azimuth Mark Grid Az FV1002:SPC CA 5 - ARROYO 037 14 22.7 FV1002:SPC CA 4 - ARROYO 036 43 49.5 FV1002:UTM 10 - ARROYO 034 22 00.2 FV1002 FV1002|---------------------------------------------------------------------| FV1002| PID Reference Object Distance Geod. Az | FV1002| dddmmss.s | FV1002| FV1897 EVANS WATER TANK APPROX. 0.9 KM 0252249.6 | FV1002| FV1883 ARROYO APPROX. 5.3 KM 0352158.2 | FV1002| FV1864 GARRITY PEAK APPROX. 8.2 KM 0571038.9 | FV1002| DA7006 HIWAY RM 1 7.410 METERS 07935 | FV1002| FV1873 HEARST CASTLE NORTH TOWER APPROX.10.8 KM 0862757.2 | FV1002| FV1874 HEARST CASTLE SOUTH TOWER APPROX.10.8 KM 0863401.1 | FV1002| DA7007 HIWAY RM 2 26.980 METERS 15144 | FV1002| FV1903 LARGE ROCK OFF LIGHTHOUSE APPROX. 1.6 KM 1860513.9 | FV1002| FV1884 LA CRUZ ROCK APPROX. 3.9 KM 3222447.1 | FV1002|---------------------------------------------------------------------| FV1002 FV1002 SUPERSEDED SURVEY CONTROL FV1002 FV1002 NAD 83(1992)- 35 40 45.85932(N) 121 17 12.24160(W) AD(1991.35) 1 FV1002 ELLIP H (06/24/96) -22.24 (m) GP(1991.35) 4 1 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 NAVD 88 (06/15/91) 12.551 (m) 41.18 (f) ADJUSTED 1 1 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: 10SFE5504249744(NAD 83) FV1002_MARKER: DS = TRIANGULATION STATION DISK FV1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV1002_SP_SET: CONCRETE POST 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 18, 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 HISTORY - 20040518 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. FV1002 FV1002 STATION RECOVERY (2004) FV1002 FV1002'RECOVERY NOTE BY CALTRANS 2004 (MEI) FV1002'RECOVERED AS DESCRIBED IN THE 1993 RECOVERY NOTE WITH THE FOLLOWING FV1002'ADDITIONS. HWY 101 HAS BEEN REALIGNED FURTHER TO THE EAST BECAUSE OF FV1002'BEACH CLIFF EROSION ADJACENT (WEST OF) THE ORIGINAL HIGHWAY. ACCESS FV1002'TO THE STATION IS 0.1 MI (0.2 KM) FARTHER TO THE NORTH (PM 64.65) AT FV1002'A WIDE GATE IN THE BARBED WIRE FENCING. THE STATION IS ABOUT 220 FT FV1002'(67 M) WEST OF THE NEW ALIGNMENT R/W FENCE AND ABOUT 10 FT (3 M) FROM FV1002'ERODING BLUFF EDGE IN MID-2004. THERE IS NO METAL WITNESS POST, AND FV1002'THE STATION IS ABOUT 3 FT (0.9 M) EAST OF A CARSONITE WITNESS POST. FV1002'THIS STATION WAS OBSERVED IN THE SAN SIMEON POST-EARTHQUAKE AND HEIGHT FV1002'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV2050 *********************************************************************** FV2050 HT_MOD - This is a Height Modernization Survey Station. 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(1998)- 35 30 44.03356(N) 121 01 45.14867(W) ADJUSTED FV2050* NAVD 88 - 50.43 (meters) 165.5 (feet) GPS OBS FV2050 ___________________________________________________________________ FV2050 EPOCH DATE - 2004.50 FV2050 X - -2,679,251.145 (meters) COMP FV2050 Y - -4,453,878.186 (meters) COMP FV2050 Z - 3,684,281.817 (meters) COMP FV2050 LAPLACE CORR- 4.71 (seconds) DEFLEC99 FV2050 ELLIP HEIGHT- 15.66 (meters) (06/30/05) GPS OBS FV2050 GEOID HEIGHT- -34.74 (meters) GEOID03 FV2050 FV2050 HORZ ORDER - B FV2050 ELLP ORDER - FOURTH CLASS I FV2050 FV2050.The horizontal coordinates were established by GPS observations FV2050.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV2050.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV2050.DATUM ITEM on the data sheet items page. 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 GPS observations and a FV2050.high-resolution geoid model using precise GPS observation and FV2050.processing techniques. It supersedes the leveled height previously FV2050.determined for this station. 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 - 727,356.509 1,725,242.253 MT 1.00001025 -1 43 36.1 FV2050;SPC CA 5 - 2,386,335.48 5,660,232.29 sFT 1.00001025 -1 43 36.1 FV2050;UTM 10 - 3,931,635.872 678,721.698 MT 0.99999363 +1 08 42.3 FV2050 FV2050! - Elev Factor x Scale Factor = Combined Factor FV2050!SPC CA 5 - 0.99999754 x 1.00001025 = 1.00000779 FV2050!UTM 10 - 0.99999754 x 0.99999363 = 0.99999117 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 NAD 83(1992)- 35 30 44.01151(N) 121 01 45.13524(W) AD(1991.35) B FV2050 ELLIP H (05/15/92) 15.79 (m) GP(1991.35) 4 2 FV2050 NAVD 88 (05/15/92) 50.51 (m) 165.7 (f) LEVELING 3 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: 10SFE7872231636(NAD 83) FV2050_MARKER: DD = SURVEY DISK FV2050_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) FV2050_SP_SET: ALUMINUM ALLOY ROD 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 18, 2004 FV2050_ROD/PIPE-DEPTH: 5.00 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 HISTORY - 20040518 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. FV2050 FV2050 STATION RECOVERY (2004) FV2050 FV2050'RECOVERY NOTE BY CALTRANS 2004 (MEI) FV2050'RECOVERED AS DESCRIBED WITH THIS CRITICAL CHANGE, FOLLOWING THE 1994 FV2050'(AND 1991) DESCRIPTION, THE STATION IS ON THE LEFT (NOT RIGHT). THE FV2050'STATION IS 2.0 (NOT 5.2) FT SOUTHWEST OF THE BARBED WIRE FENCE. THE FV2050'STATION IS ALSO 0.5 MI NORTHWEST OF THE INTERSECTION OF HWY 101 AND FV2050'HARMONY VALLEY ROAD, A SIDE ROAD NORTHEAST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV2065 *********************************************************************** FV2065 HT_MOD - This is a Height Modernization Survey Station. 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(1998)- 35 16 07.09451(N) 120 40 16.29695(W) ADJUSTED FV2065* NAVD 88 - 48.86 (meters) 160.3 (feet) GPS OBS FV2065 ___________________________________________________________________ FV2065 EPOCH DATE - 2004.50 FV2065 X - -2,659,352.538 (meters) COMP FV2065 Y - -4,483,994.013 (meters) COMP FV2065 Z - 3,662,248.491 (meters) COMP FV2065 LAPLACE CORR- 3.35 (seconds) DEFLEC99 FV2065 ELLIP HEIGHT- 14.19 (meters) (06/30/05) GPS OBS FV2065 GEOID HEIGHT- -34.65 (meters) GEOID03 FV2065 FV2065 HORZ ORDER - B FV2065 ELLP ORDER - FOURTH CLASS I FV2065 FV2065.The horizontal coordinates were established by GPS observations FV2065.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV2065.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV2065.DATUM ITEM on the data sheet items page. 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 using precise GPS observation and FV2065.processing techniques. 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 - 699,419.432 1,756,988.898 MT 0.99996283 -1 31 21.4 FV2065;SPC CA 5 - 2,294,678.59 5,764,387.74 sFT 0.99996283 -1 31 21.4 FV2065;UTM 10 - 3,905,321.121 711,830.177 MT 1.00015303 +1 20 42.6 FV2065 FV2065! - Elev Factor x Scale Factor = Combined Factor FV2065!SPC CA 5 - 0.99999777 x 0.99996283 = 0.99996060 FV2065!UTM 10 - 0.99999777 x 1.00015303 = 1.00015080 FV2065 FV2065 SUPERSEDED SURVEY CONTROL FV2065 FV2065 NAD 83(1992)- 35 16 07.07815(N) 120 40 16.28114(W) AD(1991.35) 1 FV2065 ELLIP H (06/24/96) 14.28 (m) GP(1991.35) 4 1 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: 10SGE1183005321(NAD 83) FV2065_MARKER: DD = SURVEY DISK FV2065_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL FV2065+WITH SETTING: INFORMATION. FV2065_SP_SET: ALUMINUM ALLOY ROD FV2065_STAMPING: CA-HPGN-D STA. 05-HK SLO 101 PM 27.50 1993 FV2065_MARK LOGO: CADT FV2065_PROJECTION: FLUSH FV2065_MAGNETIC: N = NO MAGNETIC MATERIAL FV2065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2065+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004 FV2065_ROD/PIPE-DEPTH: 2.40 meters FV2065 FV2065 HISTORY - Date Condition Report By FV2065 HISTORY - 1993 MONUMENTED CADT FV2065 HISTORY - 20040501 GOOD CADT FV2065 HISTORY - 20040511 GOOD CADT FV2065 HISTORY - 20040526 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. FV2065 FV2065 STATION RECOVERY (2004) FV2065 FV2065'RECOVERY NOTE BY CALTRANS 2004 (RF) FV2065'RECOVERED AS DESCRIBED. THIS STATION WAS OBSERVED IN THE SAN SIMEON FV2065'POST-EARTHQUAKE AND HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV2067 *********************************************************************** FV2067 HT_MOD - This is a Height Modernization Survey Station. 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(1998)- 35 22 59.17962(N) 120 37 43.26798(W) ADJUSTED FV2067* NAVD 88 - 331.30 (meters) 1086.9 (feet) GPS OBS FV2067 ___________________________________________________________________ FV2067 EPOCH DATE - 2004.50 FV2067 X - -2,652,401.365 (meters) COMP FV2067 Y - -4,479,845.348 (meters) COMP FV2067 Z - 3,672,773.831 (meters) COMP FV2067 LAPLACE CORR- 1.41 (seconds) DEFLEC99 FV2067 ELLIP HEIGHT- 297.10 (meters) (06/30/05) GPS OBS FV2067 GEOID HEIGHT- -34.17 (meters) GEOID03 FV2067 FV2067 HORZ ORDER - B FV2067 ELLP ORDER - FOURTH CLASS I FV2067 FV2067.The horizontal coordinates were established by GPS observations FV2067.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV2067.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV2067.DATUM ITEM on the data sheet items page. 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 GPS observations and a FV2067.high-resolution geoid model using precise GPS observation and FV2067.processing techniques. It supersedes the leveled height previously FV2067.determined for this station. 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 - 712,012.629 1,761,187.242 MT 0.99998285 -1 29 54.2 FV2067;SPC CA 5 - 2,335,994.77 5,778,161.81 sFT 0.99998285 -1 29 54.2 FV2067;UTM 10 - 3,918,111.155 715,393.416 MT 1.00017178 +1 22 25.0 FV2067 FV2067! - Elev Factor x Scale Factor = Combined Factor FV2067!SPC CA 5 - 0.99995337 x 0.99998285 = 0.99993622 FV2067!UTM 10 - 0.99995337 x 1.00017178 = 1.00012514 FV2067 FV2067 SUPERSEDED SURVEY CONTROL FV2067 FV2067 NAD 83(1992)- 35 22 59.16429(N) 120 37 43.25317(W) AD(1991.35) 1 FV2067 NAD 83(1992)- 35 22 59.16430(N) 120 37 43.25320(W) AD(1991.35) 1 FV2067 ELLIP H (08/05/94) 297.22 (m) GP(1991.35) 4 2 FV2067 NAVD 88 (08/05/94) 331.38 (m) 1087.2 (f) LEVELING 3 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: 10SGE1539318111(NAD 83) FV2067_MARKER: DD = SURVEY DISK FV2067_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL FV2067+WITH SETTING: INFORMATION. FV2067_SP_SET: ALUMINUM ALLOY ROD 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: N = NO MAGNETIC MATERIAL FV2067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2067+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004 FV2067_ROD/PIPE-DEPTH: 2.10 meters FV2067 FV2067 HISTORY - Date Condition Report By FV2067 HISTORY - 1993 MONUMENTED CADT FV2067 HISTORY - 20040501 GOOD CADT FV2067 HISTORY - 20040511 GOOD CADT FV2067 HISTORY - 20040517 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. FV2067 FV2067 STATION RECOVERY (2004) FV2067 FV2067'RECOVERY NOTE BY CALTRANS 2004 (MEI) FV2067'RECOVERED AS DESCRIBED. THIS STATION WAS OBSERVED IN THE SAN SIMEON FV2067'POST-EARTHQUAKE AND HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV2068 *********************************************************************** FV2068 HT_MOD - This is a Height Modernization Survey Station. 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(1998)- 35 31 45.95824(N) 121 02 33.34916(W) ADJUSTED FV2068* NAVD 88 - 48.27 (meters) 158.4 (feet) GPS OBS FV2068 ___________________________________________________________________ FV2068 EPOCH DATE - 2004.50 FV2068 X - -2,679,719.179 (meters) COMP FV2068 Y - -4,452,300.463 (meters) COMP FV2068 Z - 3,685,833.915 (meters) COMP FV2068 LAPLACE CORR- 4.38 (seconds) DEFLEC99 FV2068 ELLIP HEIGHT- 13.54 (meters) (06/30/05) GPS OBS FV2068 GEOID HEIGHT- -34.70 (meters) GEOID03 FV2068 FV2068 HORZ ORDER - B FV2068 ELLP ORDER - FOURTH CLASS I FV2068 FV2068.The horizontal coordinates were established by GPS observations FV2068.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV2068.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV2068.DATUM ITEM on the data sheet items page. 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 using precise GPS observation and FV2068.processing techniques. 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 - 729,300.824 1,724,085.961 MT 1.00001428 -1 44 03.5 FV2068;SPC CA 5 - 2,392,714.45 5,656,438.69 sFT 1.00001428 -1 44 03.5 FV2068;UTM 10 - 3,933,519.770 677,469.468 MT 0.99998813 +1 08 16.0 FV2068 FV2068! - Elev Factor x Scale Factor = Combined Factor FV2068!SPC CA 5 - 0.99999787 x 1.00001428 = 1.00001215 FV2068!UTM 10 - 0.99999787 x 0.99998813 = 0.99998600 FV2068 FV2068 SUPERSEDED SURVEY CONTROL FV2068 FV2068 NAD 83(1992)- 35 31 45.93622(N) 121 02 33.33655(W) AD(1991.35) 1 FV2068 ELLIP H (06/24/96) 13.67 (m) GP(1991.35) 4 1 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: 10SFE7746933520(NAD 83) FV2068_MARKER: DD = SURVEY DISK FV2068_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL FV2068+WITH SETTING: INFORMATION. FV2068_SP_SET: ALUMINUM ALLOY ROD FV2068_STAMPING: CA-HPGN-D STA. 05-LG SLO 046 PM 00.33 1993 FV2068_MARK LOGO: CADT FV2068_PROJECTION: FLUSH FV2068_MAGNETIC: N = NO MAGNETIC MATERIAL FV2068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2068+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004 FV2068_ROD/PIPE-DEPTH: 1.80 meters FV2068 FV2068 HISTORY - Date Condition Report By FV2068 HISTORY - 1993 MONUMENTED CADT FV2068 HISTORY - 20040501 GOOD CADT FV2068 HISTORY - 20040511 GOOD CADT FV2068 HISTORY - 20040526 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. FV2068 FV2068 STATION RECOVERY (2004) FV2068 FV2068'RECOVERY NOTE BY CALTRANS 2004 (RF) FV2068'RECOVERED AS DESCRIBED. THIS STATION WAS OBSERVED IN THE SAN SIMEON FV2068'POST-EARTHQUAKE AND HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV2069 *********************************************************************** FV2069 HT_MOD - This is a Height Modernization Survey Station. 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(1998)- 35 33 55.22899(N) 120 42 22.31885(W) ADJUSTED FV2069* NAVD 88 - 247.34 (meters) 811.5 (feet) GPS OBS FV2069 ___________________________________________________________________ FV2069 EPOCH DATE - 2004.50 FV2069 X - -2,652,432.776 (meters) COMP FV2069 Y - -4,466,105.026 (meters) COMP FV2069 Z - 3,689,191.616 (meters) COMP FV2069 LAPLACE CORR- -0.45 (seconds) DEFLEC99 FV2069 ELLIP HEIGHT- 213.17 (meters) (06/30/05) GPS OBS FV2069 GEOID HEIGHT- -34.14 (meters) GEOID03 FV2069 FV2069 HORZ ORDER - B FV2069 ELLP ORDER - FOURTH CLASS I FV2069 FV2069.The horizontal coordinates were established by GPS observations FV2069.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV2069.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV2069.DATUM ITEM on the data sheet items page. 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 using precise GPS observation and FV2069.processing techniques. 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 - 732,411.167 1,754,691.146 MT 1.00002300 -1 32 33.2 FV2069;SPC CA 5 - 2,402,918.97 5,756,849.20 sFT 1.00002300 -1 32 33.2 FV2069;UTM 10 - 3,938,161.248 707,881.367 MT 1.00013256 +1 20 04.6 FV2069 FV2069! - Elev Factor x Scale Factor = Combined Factor FV2069!SPC CA 5 - 0.99996654 x 1.00002300 = 0.99998954 FV2069!UTM 10 - 0.99996654 x 1.00013256 = 1.00009910 FV2069 FV2069 SUPERSEDED SURVEY CONTROL FV2069 FV2069 NAD 83(1992)- 35 33 55.21475(N) 120 42 22.30478(W) AD(1991.35) 1 FV2069 ELLIP H (06/24/96) 213.29 (m) GP(1991.35) 4 1 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: 10SGE0788138161(NAD 83) FV2069_MARKER: DD = SURVEY DISK FV2069_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) FV2069_SP_SET: ALUMINUM ALLOY ROD FV2069_STAMPING: CA-HPGN-D STA 05-LL SLO 101 PM 52.29 1993 FV2069_MARK LOGO: CADT FV2069_PROJECTION: FLUSH FV2069_MAGNETIC: N = NO MAGNETIC MATERIAL FV2069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2069+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004 FV2069_ROD/PIPE-DEPTH: 4.90 meters FV2069 FV2069 HISTORY - Date Condition Report By FV2069 HISTORY - 1993 MONUMENTED CADT FV2069 HISTORY - 20040501 GOOD CADT FV2069 HISTORY - 20040511 GOOD CADT FV2069 HISTORY - 20040517 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. FV2069 FV2069 STATION RECOVERY (2004) FV2069 FV2069'RECOVERY NOTE BY CALTRANS 2004 (MEI) FV2069'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL DIRECTIONS. THE FV2069'STATION IS ABOUT 6 MI SOUTH OF PASO ROBLES, AT THE NORTH END OF THE FV2069'TOWN OF TEMPLETON. TO REACH THE STATION FROM THE INTERSECTION OF HWY FV2069'101 AND HWY 46 IN PASO ROBLES, DRIVE SOUTH ON HWY 101 FOR 6.2 MI TO FV2069'EXIT 226 MAIN ST. DRIVE WEST AND SLIGHTLY SOUTHWEST ON MAIN ST, FV2069'PASSING WEYRICK LUMBER ON THE LEFT, TO THE ENTRANCE TO A CALTRANS FV2069'MAINTENANCE STATION ON THE LEFT. TURN LEFT (SOUTH) INTO THE GATE AND FV2069'BEAR RIGHT (SOUTHWEST) TO THE CORNER OF THE YARD. THIS STATION WAS FV2069'OBSERVED IN THE SAN SIMEON POST-EARTHQUAKE AND HEIGHT MODERNIZATION FV2069'SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 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(1998)- 35 38 38.57226(N) 120 40 48.10428(W) ADJUSTED FV2070* NAVD 88 - 224.63 (meters) 737.0 (feet) LEVELING FV2070 ___________________________________________________________________ FV2070 EPOCH DATE - 2004.50 FV2070 X - -2,647,788.964 (meters) COMP FV2070 Y - -4,462,927.697 (meters) COMP FV2070 Z - 3,696,278.734 (meters) COMP FV2070 LAPLACE CORR- -1.51 (seconds) DEFLEC99 FV2070 ELLIP HEIGHT- 190.52 (meters) (06/30/05) GPS OBS FV2070 GEOID HEIGHT- -34.09 (meters) GEOID03 FV2070 FV2070 HORZ ORDER - B FV2070 VERT ORDER - THIRD ? FV2070 ELLP ORDER - FOURTH CLASS I FV2070 FV2070.The horizontal coordinates were established by GPS observations FV2070.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV2070.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV2070.DATUM ITEM on the data sheet items page. 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 differential leveling. FV2070.The vertical network tie was performed by a horz. field party for horz. FV2070.obs reductions. Reset procedures were used to establish the elevation. 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 - 741,077.407 1,757,295.691 MT 1.00004348 -1 31 39.5 FV2070;SPC CA 5 - 2,431,351.46 5,765,394.28 sFT 1.00004348 -1 31 39.5 FV2070;UTM 10 - 3,946,948.277 710,047.629 MT 1.00014371 +1 21 08.8 FV2070 FV2070! - Elev Factor x Scale Factor = Combined Factor FV2070!SPC CA 5 - 0.99997010 x 1.00004348 = 1.00001358 FV2070!UTM 10 - 0.99997010 x 1.00014371 = 1.00011380 FV2070 FV2070 SUPERSEDED SURVEY CONTROL FV2070 FV2070 NAD 83(1992)- 35 38 38.55829(N) 120 40 48.08835(W) AD(1991.35) 1 FV2070 ELLIP H (06/24/96) 190.60 (m) GP(1991.35) 4 1 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: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL FV2070+WITH SETTING: INFORMATION. FV2070_SP_SET: ALUMINUM ALLOY ROD 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: N = NO MAGNETIC MATERIAL FV2070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2070+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004 FV2070_ROD/PIPE-DEPTH: 1.80 meters FV2070 FV2070 HISTORY - Date Condition Report By FV2070 HISTORY - 1993 MONUMENTED CADT FV2070 HISTORY - 20040501 GOOD CADT FV2070 HISTORY - 20040511 GOOD CADT FV2070 HISTORY - 20040526 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. FV2070 FV2070 STATION RECOVERY (2004) FV2070 FV2070'RECOVERY NOTE BY CALTRANS 2004 (RF) FV2070'RECOVERED AS DESCRIBED. THIS STATION WAS OBSERVED IN THE SAN SIMEON FV2070'POST-EARTHQUAKE AND HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV2072 *********************************************************************** FV2072 HT_MOD - This is a Height Modernization Survey Station. 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(1998)- 35 46 22.49670(N) 120 42 29.63500(W) ADJUSTED FV2072* NAVD 88 - 186.68 (meters) 612.5 (feet) GPS OBS FV2072 ___________________________________________________________________ FV2072 EPOCH DATE - 2004.50 FV2072 X - -2,645,707.919 (meters) COMP FV2072 Y - -4,454,421.993 (meters) COMP FV2072 Z - 3,707,867.167 (meters) COMP FV2072 LAPLACE CORR- 1.92 (seconds) DEFLEC99 FV2072 ELLIP HEIGHT- 152.65 (meters) (06/30/05) GPS OBS FV2072 GEOID HEIGHT- -34.00 (meters) GEOID03 FV2072 FV2072 HORZ ORDER - B FV2072 ELLP ORDER - FOURTH CLASS I FV2072 FV2072.The horizontal coordinates were established by GPS observations FV2072.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV2072.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV2072.DATUM ITEM on the data sheet items page. 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 GPS observations and a FV2072.high-resolution geoid model using precise GPS observation and FV2072.processing techniques. It supersedes the leveled height previously FV2072.determined for this station. 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 - 755,439.916 1,755,127.454 MT 1.00008113 -1 32 37.4 FV2072;SPC CA 5 - 2,478,472.46 5,758,280.66 sFT 1.00008113 -1 32 37.4 FV2072;SPC CA 4 - 550,151.412 1,845,539.476 MT 1.00005068 -1 01 08.8 FV2072;SPC CA 4 - 1,804,955.09 6,054,907.43 sFT 1.00005068 -1 01 08.8 FV2072;UTM 10 - 3,961,184.661 707,159.780 MT 1.00012885 +1 20 24.7 FV2072 FV2072! - Elev Factor x Scale Factor = Combined Factor FV2072!SPC CA 5 - 0.99997604 x 1.00008113 = 1.00005717 FV2072!SPC CA 4 - 0.99997604 x 1.00005068 = 1.00002672 FV2072!UTM 10 - 0.99997604 x 1.00012885 = 1.00010489 FV2072 FV2072 SUPERSEDED SURVEY CONTROL FV2072 FV2072 NAD 83(1992)- 35 46 22.48335(N) 120 42 29.61870(W) AD(1991.35) 1 FV2072 ELLIP H (06/24/96) 152.72 (m) GP(1991.35) 4 1 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 NAVD 88 (08/05/94) 186.73 (m) 612.6 (f) LEVELING 3 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: 10SGE0716061185(NAD 83) FV2072_MARKER: DD = SURVEY DISK FV2072_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) FV2072_SP_SET: ALUMINUM ALLOY ROD 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: N = NO MAGNETIC MATERIAL FV2072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV2072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV2072+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004 FV2072_ROD/PIPE-DEPTH: 4.90 meters FV2072 FV2072 HISTORY - Date Condition Report By FV2072 HISTORY - 1993 MONUMENTED CADT FV2072 HISTORY - 20040501 GOOD CADT FV2072 HISTORY - 20040511 GOOD CADT FV2072 HISTORY - 20040517 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. FV2072 FV2072 STATION RECOVERY (2004) FV2072 FV2072'RECOVERY NOTE BY CALTRANS 2004 (MEI) FV2072'RECOVERED AS DESCRIBED. THIS STATION WAS OBSERVED IN THE SAN SIMEON FV2072'POST-EARTHQUAKE AND HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV1032 *********************************************************************** FV1032 HT_MOD - This is a Height Modernization Survey Station. FV1032 DESIGNATION - K 707 FV1032 PID - FV1032 FV1032 STATE/COUNTY- CA/SAN LUIS OBISPO FV1032 USGS QUAD - CYPRESS MOUNTAIN (1979) FV1032 FV1032 *CURRENT SURVEY CONTROL FV1032 ___________________________________________________________________ FV1032* NAD 83(1998)- 35 34 10.15582(N) 120 55 27.78526(W) ADJUSTED FV1032* NAVD 88 - 316.13 (meters) 1037.2 (feet) GPS OBS FV1032 ___________________________________________________________________ FV1032 EPOCH DATE - 2004.50 FV1032 X - -2,669,311.868 (meters) COMP FV1032 Y - -4,455,790.492 (meters) COMP FV1032 Z - 3,689,605.831 (meters) COMP FV1032 LAPLACE CORR- 4.80 (seconds) DEFLEC99 FV1032 ELLIP HEIGHT- 281.92 (meters) (06/30/05) GPS OBS FV1032 GEOID HEIGHT- -34.18 (meters) GEOID03 FV1032 FV1032 HORZ ORDER - B FV1032 VERT ORDER - SECOND CLASS 0 (See Below) FV1032 ELLP ORDER - FOURTH CLASS I FV1032 FV1032.The horizontal coordinates were established by GPS observations FV1032.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV1032.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV1032.DATUM ITEM on the data sheet items page. FV1032.The horizontal coordinates are valid at the epoch date displayed above. FV1032.The epoch date for horizontal control is a decimal equivalence FV1032.of Year/Month/Day. FV1032 FV1032.The orthometric height was determined by GPS observations and a FV1032.high-resolution geoid model using precise GPS observation and FV1032.processing techniques. FV1032.The vertical order pertains to the NGVD 29 superseded value. FV1032 FV1032.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV1032 FV1032.The Laplace correction was computed from DEFLEC99 derived deflections. FV1032 FV1032.The ellipsoidal height was determined by GPS observations FV1032.and is referenced to NAD 83. FV1032 FV1032.The geoid height was determined by GEOID03. FV1032 FV1032; North East Units Scale Factor Converg. FV1032;SPC CA 5 - 733,424.959 1,734,932.077 MT 1.00002403 -1 40 01.0 FV1032;SPC CA 5 - 2,406,245.05 5,692,022.99 sFT 1.00002403 -1 40 01.0 FV1032;UTM 10 - 3,938,182.388 688,095.133 MT 1.00003600 +1 12 27.8 FV1032 FV1032! - Elev Factor x Scale Factor = Combined Factor FV1032!SPC CA 5 - 0.99995575 x 1.00002403 = 0.99997978 FV1032!UTM 10 - 0.99995575 x 1.00003600 = 0.99999175 FV1032 FV1032 SUPERSEDED SURVEY CONTROL FV1032 FV1032 NGVD 29 (??/??/92) 314.954 (m) 1033.31 (f) ADJ UNCH 2 0 FV1032 FV1032.Superseded values are not recommended for survey control. FV1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1032.See file dsdata.txt to determine how the superseded data were derived. FV1032 FV1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE8809538182(NAD 83) FV1032_MARKER: DB = BENCH MARK DISK FV1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT FV1032_STAMPING: K 707 1943 FV1032_MAGNETIC: N = NO MAGNETIC MATERIAL FV1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV1032+STABILITY: SURFACE MOTION FV1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV1032+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 FV1032 FV1032 HISTORY - Date Condition Report By FV1032 HISTORY - 1943 MONUMENTED CGS FV1032 HISTORY - 1947 GOOD NGS FV1032 HISTORY - 1961 GOOD AMS FV1032 HISTORY - 20040519 GOOD CSRC FV1032 FV1032 STATION DESCRIPTION FV1032 FV1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947 FV1032'11 MI E FROM CAMBRIA. FV1032'11 MILES EAST ALONG STATE HIGHWAY 41 FROM CAMBRIA, SAN LUIS FV1032'OBISPO COUNTY, 75 FEET NORTHEAST OF BRIDGE 4985, 40 FEET NORTH FV1032'OF THE CENTERLINE OF THE HIGHWAY, 6 FEET NORTHWEST OF A LARGE FV1032'ROCK OUTCROP, AND NEAR A WHITE WOODEN WITNESS POST. A STANDARD FV1032'DISK, STAMPED K 707 1943 AND SET IN THE TOP OF A CONCRETE POST. FV1032 FV1032 STATION RECOVERY (1961) FV1032 FV1032'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961 FV1032'RECOVERED IN GOOD CONDITION. FV1032 FV1032 STATION RECOVERY (2004) FV1032 FV1032'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (MEI) FV1032'THE STATION IS ABOUT 11 MI (17.7 KM) EAST OF CAMBRIA. TO REACH THE FV1032'STATION FROM THE INTERSECTION OF HWY 1 AND CAMBRIA RD IN THE NORTHERN FV1032'PART OF CAMBRIA, DRIVE 0.1 MI NORTHEAST TO A 3-WAY STOP AT A FV1032'T-INTERSECTION. TURN RIGHT ON MAIN ST AND GO SOUTHEASTERLY FOR 0.3 FV1032'MI TO THE INTERSECTION WITH SANTA ROSA CREEK RD (WHICH WAS STATE FV1032'HIGHWAY 41 IN THE 1940'S), A SIDE ROAD LEFT. TURN LEFT AND DRIVE FV1032'EAST-NORTHEASTERLY ON SANTA ROSA CREEK RD FOR ABOUT 11.1 MI (17.9 KM) FV1032'TO THE STATION ON THE LEFT, IN A CLEARING WITH A ROCK OUTCROP. TO FV1032'REACH THE STATION FROM THE INTERSECTION OF HWY 46, GREEN VALLEY RD, FV1032'AND SANTA ROSA CREEK (SRC) RD, WHICH IS ABOUT HALFWAY BETWEEN CAMBRIA FV1032'AND PASO ROBLES/TEMPLETON, TURN NORTH AND DRIVE NORTHWESTERLY ON SRC FV1032'RD FOR 4.4 MI (7.1 KM) TO THE INTERSECTION OF A SIDE ROAD RIGHT, FV1032'CYPRESS MOUNTAIN RD. CONTINUE ON SRC RD WESTERLY FOR 1.1 MI (1.8 KM) FV1032'AND THE STATION ON THE RIGHT (NORTH). THE STATION IS ABOUT 300 FT FV1032'(91.4 M) ACROSS THE ROAD AND WEST OF THE DRIVEWAY TO 9255 SANTA ROSA FV1032'CREEK RD, ABOUT 40 FT (12.2 M) NORTH OF THE CENTERLINE OF THE HIGHWAY, FV1032'AND ABOUT 25 FT (7.6 M) NORTH OF A 5-STRAND BARBED-WIRE FENCE, 6 FT FV1032'(1.8 M) NORTHWEST OF A LARGE ROCK OUTCROP AND NEAR A WOODEN WITNESS FV1032'POST THIS STATION WAS OBSERVED IN THE SAN SIMEON POST-EARTHQUAKE AND FV1032'HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV1132 *********************************************************************** FV1132 HT_MOD - This is a Height Modernization Survey Station. FV1132 DESIGNATION - M 1315 FV1132 PID - FV1132 FV1132 STATE/COUNTY- CA/SAN LUIS OBISPO FV1132 USGS QUAD - PIEDRAS BLANCAS (1976) FV1132 FV1132 *CURRENT SURVEY CONTROL FV1132 ___________________________________________________________________ FV1132* NAD 83(1998)- 35 44 25.02189(N) 121 18 46.39502(W) ADJUSTED FV1132* NAVD 88 - 26.26 (meters) 86.2 (feet) GPS OBS FV1132 ___________________________________________________________________ FV1132 EPOCH DATE - 2004.50 FV1132 X - -2,693,599.933 (meters) COMP FV1132 Y - -4,427,949.643 (meters) COMP FV1132 Z - 3,704,834.875 (meters) COMP FV1132 LAPLACE CORR- 10.61 (seconds) DEFLEC99 FV1132 ELLIP HEIGHT- -8.34 (meters) (06/30/05) GPS OBS FV1132 GEOID HEIGHT- -34.56 (meters) GEOID03 FV1132 DYNAMIC HT - 26.23 (meters) 86.1 (feet) COMP FV1132 MODELED GRAV- 979,802.9 (mgal) NAVD 88 FV1132 OBS GRAVITY - 979,810.8 (mgal) GRAV_OBS FV1132 FV1132 HORZ ORDER - B FV1132 VERT ORDER - FIRST CLASS I (See Below) FV1132 ELLP ORDER - FOURTH CLASS I FV1132 FV1132.The horizontal coordinates were established by GPS observations FV1132.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV1132.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV1132.DATUM ITEM on the data sheet items page. FV1132.The horizontal coordinates are valid at the epoch date displayed above. FV1132.The epoch date for horizontal control is a decimal equivalence FV1132.of Year/Month/Day. FV1132 FV1132.The orthometric height was determined by GPS observations and a FV1132.high-resolution geoid model using precise GPS observation and FV1132.processing techniques. It supersedes the leveled height previously FV1132.determined for this station. FV1132.The vertical order pertains to the first NAVD 88 superseded value. FV1132 FV1132.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV1132 FV1132.The Laplace correction was computed from DEFLEC99 derived deflections. FV1132 FV1132.The ellipsoidal height was determined by GPS observations FV1132.and is referenced to NAD 83. FV1132 FV1132.The geoid height was determined by GEOID03. FV1132 FV1132.The dynamic height is computed by dividing the NAVD 88 FV1132.geopotential number by the normal gravity value computed on the FV1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV1132.degrees latitude (g = 980.6199 gals.). FV1132 FV1132.The modeled gravity was interpolated from observed gravity values. FV1132.The observed gravity was obtained from relative gravimeter ties FV1132.to the IGSN71 gravity network. FV1132 FV1132; North East Units Scale Factor Converg. FV1132;SPC CA 5 - 753,458.364 1,700,354.461 MT 1.00007111 -1 53 18.2 FV1132;SPC CA 5 - 2,471,971.32 5,578,579.59 sFT 1.00007111 -1 53 18.2 FV1132;UTM 10 - 3,956,454.962 652,559.507 MT 0.99988680 +0 59 08.4 FV1132 FV1132! - Elev Factor x Scale Factor = Combined Factor FV1132!SPC CA 5 - 1.00000131 x 1.00007111 = 1.00007242 FV1132!UTM 10 - 1.00000131 x 0.99988680 = 0.99988811 FV1132 FV1132 SUPERSEDED SURVEY CONTROL FV1132 FV1132 NAVD 88 (06/15/91) 26.265 (m) 86.17 (f) ADJUSTED 1 1 FV1132 NGVD 29 (10/21/93) 25.424 (m) 83.41 (f) ADJUSTED 1 1 FV1132 FV1132.Superseded values are not recommended for survey control. FV1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1132.See file dsdata.txt to determine how the superseded data were derived. FV1132 FV1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE5256056455(NAD 83) FV1132_MARKER: DB = BENCH MARK DISK FV1132_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+) FV1132_SP_SET: GALVANIZED STEEL ROD FV1132_STAMPING: M 1315 1977 FV1132_MAGNETIC: N = NO MAGNETIC MATERIAL FV1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV1132+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2004 FV1132 FV1132 HISTORY - Date Condition Report By FV1132 HISTORY - 1977 MONUMENTED NGS FV1132 HISTORY - 20040518 GOOD CSRC FV1132 FV1132 STATION DESCRIPTION FV1132 FV1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 FV1132'11.5 MI NW FROM SAN LUIS OBISPO. FV1132'11.5 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE BRIDGE OVER FV1132'ARROYO DEL PUERTO AT SAN SIMEON, 29.5 FEET EAST OF THE CENTER LINE FV1132'OF THE HIGHWAY, 18.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FV1132'3 BY 16 FOOT CONCRETE CATTLE UNDERPASS, AND 2 FEET WEST OF A BARBED FV1132'WIRE FENCE, DRIVEN TO SUDDEN REFUSAL AT 10 FEET. FV1132 FV1132 STATION RECOVERY (2004) FV1132 FV1132'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (MEI) FV1132'THE STATION IS ABOUT 11.5 MI (18.5 KM) NORTHWEST OF SAN SIMEON, AND FV1132'ABOUT 5.5 MI (8.8 KM) NORTH OF PIEDRAS BLANCAS LIGHTHOUSE. TO REACH FV1132'THE STATION FROM THE INTERSECTION OF HWY 1 AND THE TURNOFF TO PIEDRAS FV1132'BLANCAS LIGHTHOUSE, A SIDE RD LEFT (WEST), DRIVE NORTH ON HWY 1 FOR FV1132'5.6 MI (9.0 KM) TO THE STATION ON THE RIGHT. THE WEEDY SHOULDER FV1132'PROVIDES ADEQUATE PARKING. THE STATION IS 29.5 FT (9.0 M) EAST OF THE FV1132'CENTER LINE OF THE HIGHWAY, ABOUT 100 FT (30.5 M) NORTH OF A CULVERT FV1132'WITH A CONCRETE HEADWALL AND LINED WITH ROCKS/COBBLES, 18.5 FT (5.6 FV1132'M) SOUTHWEST OF THE SOUTHWEST CORNER OF A 3X16 FT (0.9 M X 4.9 M) FV1132'CONCRETE CATTLE WATER TROUGH, AND 2 FT (0.6 M) WEST OF A BARBED WIRE FV1132'FENCE. THIS STATION WAS OBSERVED IN THE SAN SIMEON POST-EARTHQUAKE AND FV1132'HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6699 *********************************************************************** DH6699 HT_MOD - This is a Height Modernization Survey Station. DH6699 DESIGNATION - NEGRANTI DH6699 PID - DH6699 DH6699 STATE/COUNTY- CA/SAN LUIS OBISPO DH6699 USGS QUAD - CYPRESS MOUNTAIN (1979) DH6699 DH6699 *CURRENT SURVEY CONTROL DH6699 ___________________________________________________________________ DH6699* NAD 83(1998)- 35 32 25.03518(N) 120 58 41.81250(W) ADJUSTED DH6699* NAVD 88 - 123.79 (meters) 406.1 (feet) GPS OBS DH6699 ___________________________________________________________________ DH6699 EPOCH DATE - 2004.50 DH6699 X - -2,674,391.142 (meters) COMP DH6699 Y - -4,454,758.435 (meters) COMP DH6699 Z - 3,686,857.996 (meters) COMP DH6699 LAPLACE CORR- 4.52 (seconds) DEFLEC99 DH6699 ELLIP HEIGHT- 89.30 (meters) (06/30/05) GPS OBS DH6699 GEOID HEIGHT- -34.47 (meters) GEOID03 DH6699 DH6699 HORZ ORDER - B DH6699 ELLP ORDER - FOURTH CLASS I DH6699 DH6699.The horizontal coordinates were established by GPS observations DH6699.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6699.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6699.DATUM ITEM on the data sheet items page. DH6699.The horizontal coordinates are valid at the epoch date displayed above. DH6699.The epoch date for horizontal control is a decimal equivalence DH6699.of Year/Month/Day. DH6699 DH6699.The orthometric height was determined by GPS observations and a DH6699.high-resolution geoid model using precise GPS observation and DH6699.processing techniques. DH6699 DH6699.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6699 DH6699.The Laplace correction was computed from DEFLEC99 derived deflections. DH6699 DH6699.The ellipsoidal height was determined by GPS observations DH6699.and is referenced to NAD 83. DH6699 DH6699.The geoid height was determined by GEOID03. DH6699 DH6699; North East Units Scale Factor Converg. DH6699;SPC CA 5 - 730,329.970 1,729,952.306 MT 1.00001688 -1 41 51.6 DH6699;SPC CA 5 - 2,396,090.91 5,675,685.19 sFT 1.00001688 -1 41 51.6 DH6699;UTM 10 - 3,934,841.600 683,276.780 MT 1.00001395 +1 10 31.8 DH6699 DH6699! - Elev Factor x Scale Factor = Combined Factor DH6699!SPC CA 5 - 0.99998598 x 1.00001688 = 1.00000286 DH6699!UTM 10 - 0.99998598 x 1.00001395 = 0.99999993 DH6699 DH6699 SUPERSEDED SURVEY CONTROL DH6699 DH6699.No superseded survey control is available for this station. DH6699 DH6699_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE8327734842(NAD 83) DH6699_MARKER: DD = SURVEY DISK DH6699_SETTING: 66 = SET IN ROCK OUTCROP DH6699_STAMPING: NEGRANTI 2004 DH6699_MARK LOGO: CSRC DH6699_MAGNETIC: N = NO MAGNETIC MATERIAL DH6699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DH6699+STABILITY: POSITION/ELEVATION WELL DH6699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6699+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004 DH6699 DH6699 HISTORY - Date Condition Report By DH6699 HISTORY - 20040701 MONUMENTED CADT DH6699 DH6699 STATION DESCRIPTION DH6699 DH6699'DESCRIBED BY CALTRANS 2004 (RBM) DH6699'THE STATION IS ABOUT 8 MILES EASTSOUTHEAST OF CAMBRIA AT MILE 4.23 ON DH6699'HWY 46 IN SAN LUIS OBISPO COUNTY. FROM THE INTERSECTION OF HWY 1 DH6699'AND HWY 46, GREEN VALLEY RD, NEAR CAMBRIA, DRIVE EAST ON HWY 46 FOR DH6699'4.15 MILES TO THE STATION ON THE LEFT AT POST MILE 4.24. THE MARK IS DH6699'29.9 METERS NORTHERLY OF THE CENTERLINE OF HWY 46, APPROXIMATELY 68 DH6699'METERS WESTERLY OF THE PAVED DRIVEWAY FOR NEGRANTI RANCH AND NEGRANTI DH6699'CONSTRUCTION, A SIDE ROAD SOUTH AT 6405 GREEN VALLEY RD., 10.7 M DH6699'SOUTHEASTERLY OF A BARBED WIRE FENCE AND MESH FENCE, 1.3 M EASTERLY DH6699'OF A CARSONITE WITNESS POST. IT IS SET IN THE TOP OF A 4.5 M BY 3.5 M DH6699'ROCK OUTCROP THAT PROJECTS 1 M ON THE UPHILL SIDE AND 3 M ON THE DH6699'DOWNHILL SIDE. THE MARK IS SET 1.6 M FROM THE SOUTHWESTERLY END AND DH6699'1.0 M FROM THE NORTHWESTERLY SIDE OF THE OUTCROP. THE TOP OF THE ROCK DH6699'IS SMALLER AND SOMEWHAT ROUNDED, A FIXED HEIGHT TRIPOD, WHILE TRICKY, DH6699'CAN BE USED. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT DH6699'OFTRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS SHOULD DH6699'OBTAIN AN ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. DH6699'TO OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE DH6699'IN SAN LUIS OBISPO AT (805) 549-3152. THIS STATION WAS OBSERVED IN THE DH6699'SAN SIMEON POST-EARTHQUAKE AND HEIGHT MODERNIZATION SURVEY, A CSRC DH6699'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 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 40.26180(N) 121 20 42.24717(W) ADJUSTED FV1141* NAVD 88 - 144.342 (meters) 473.56 (feet) ADJUSTED FV1141 ___________________________________________________________________ FV1141 EPOCH DATE - 2004.50 FV1141 X - -2,694,306.854 (meters) COMP FV1141 Y - -4,423,514.147 (meters) COMP FV1141 Z - 3,709,786.583 (meters) COMP FV1141 LAPLACE CORR- 12.89 (seconds) DEFLEC99 FV1141 ELLIP HEIGHT- 109.95 (meters) (06/30/05) 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 - B FV1141 VERT ORDER - FIRST CLASS I FV1141 ELLP ORDER - FOURTH 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 GEODETIC SOLUTIONS in June 2005. 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 - 759,569.349 1,697,645.026 MT 1.00008794 -1 54 24.2 FV1141;SPC CA 5 - 2,492,020.44 5,569,690.39 sFT 1.00008794 -1 54 24.2 FV1141;SPC CA 4 - 553,762.716 1,788,024.295 MT 1.00004519 -1 23 56.5 FV1141;SPC CA 4 - 1,816,803.18 5,866,209.71 sFT 1.00004519 -1 23 56.5 FV1141;UTM 10 - 3,962,421.204 649,547.628 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 = 0.99985834 FV1141 FV1141 SUPERSEDED SURVEY CONTROL FV1141 FV1141 NAD 83(1998)- 35 47 40.25463(N) 121 20 42.24027(W) AD(1998.50) A FV1141 ELLIP H (04/06/00) 109.98 (m) GP(1998.50) 3 1 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 (06/30/05) 144.36 (m) 473.6 (f) LEVELING 3 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_SP_SET: 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 - 20040518 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 (MEI) FV1141'RECOVERED AS DESCRIBED IN THE 1993 DESCRIPTION WITH THIS ADDITIONAL FV1141'INFORMATION. THE STATION IS ABOUT 500 FT NORTHWEST OF THE DRIVEWAY TO FV1141'RESIDENCE AT 20001 HWY 1, ABOUT 100 FT NORTHWEST OF CALL BOX 1-743 AT FV1141'THE SOUTH END OF THE GRAVEL TURNOUT, ABOUT 30 FT WEST OF A 'PRIVATE FV1141'KEEP OUT' SIGN WHOSE LETTERING IS CUT METAL WHICH IS RUSTY, AND WHICH FV1141'IS ADJACENT CHOLLA CACTUS, AND NEAR A METAL WITNESS POST EMBEDDED IN FV1141'THE ROCK, PROJECTING 1 FT AND WITHOUT ANY SIGN. THIS STATION WAS FV1141'OBSERVED IN THE SAN SIMEON POST-EARTHQUAKE AND HEIGHT MODERNIZATION FV1141'SURVEY, A CSRC PROJECT. FV1141 FV1141 STATION RECOVERY (2004) FV1141 FV1141'RECOVERY NOTE BY CALTRANS 2004 (RF) FV1141'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DG8361 *********************************************************************** DG8361 HT_MOD - This is a Height Modernization Survey Station. DG8361 DESIGNATION - RAMAGERNCHCS2004 GRP DG8361 PID - DG8361 DG8361 STATE/COUNTY- CA/SAN LUIS OBISPO DG8361 USGS QUAD - ADELAIDA (1978) DG8361 DG8361 *CURRENT SURVEY CONTROL DG8361 ___________________________________________________________________ DG8361* NAD 83(CORS)- 35 38 09.48686(N) 120 52 10.99359(W) ADJUSTED DG8361* NAVD 88 - 451.56 (meters) 1481.5 (feet) GPS OBS DG8361 ___________________________________________________________________ DG8361 EPOCH DATE - 2002.00 DG8361 X - -2,662,912.656 (meters) COMP DG8361 Y - -4,454,743.754 (meters) COMP DG8361 Z - 3,695,682.406 (meters) COMP DG8361 LAPLACE CORR- 1.04 (seconds) DEFLEC99 DG8361 ELLIP HEIGHT- 417.43 (meters) (12/??/04) GPS OBS DG8361 GEOID HEIGHT- -33.98 (meters) GEOID03 DG8361 DG8361 HORZ ORDER - A DG8361 ELLP ORDER - FOURTH CLASS I DG8361 DG8361.ITRF positions are available for this station. DG8361.The horizontal coordinates were established by GPS observations DG8361.and adjusted by the National Geodetic Survey in December 2004. DG8361.The horizontal coordinates are valid at the epoch date displayed above. DG8361.The epoch date for horizontal control is a decimal equivalence DG8361.of Year/Month/Day. DG8361 DG8361.The orthometric height was determined by GPS observations and a DG8361.high-resolution geoid model using precise GPS observation and DG8361.processing techniques. DG8361 DG8361.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG8361 DG8361.The Laplace correction was computed from DEFLEC99 derived deflections. DG8361 DG8361.The ellipsoidal height was determined by GPS observations DG8361.and is referenced to NAD 83. DG8361 DG8361.The geoid height was determined by GEOID03. DG8361 DG8361; North East Units Scale Factor Converg. DG8361;SPC CA 5 - 740,655.547 1,740,096.091 MT 1.00004129 -1 38 08.8 DG8361;SPC CA 5 - 2,429,967.41 5,708,965.26 sFT 1.00004129 -1 38 08.8 DG8361;UTM 10 - 3,945,663.079 692,889.923 MT 1.00005851 +1 14 29.6 DG8361 DG8361! - Elev Factor x Scale Factor = Combined Factor DG8361!SPC CA 5 - 0.99993449 x 1.00004129 = 0.99997577 DG8361!UTM 10 - 0.99993449 x 1.00005851 = 0.99999299 DG8361 DG8361 SUPERSEDED SURVEY CONTROL DG8361 DG8361.No superseded survey control is available for this station. DG8361 DG8361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE9289045663(NAD 83) DG8361_MARKER: Z = SEE DESCRIPTION DG8361_SETTING: 0 = UNSPECIFIED SETTING DG8361_SP_SET: PBO CORS DG8361_STAMPING: UNKNOWN DG8361_MAGNETIC: N = NO MAGNETIC MATERIAL DG8361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DG8361+STABILITY: POSITION/ELEVATION WELL DG8361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8361+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004 DG8361 DG8361 HISTORY - Date Condition Report By DG8361 HISTORY - 20040110 MONUMENTED UNAVCO DG8361 HISTORY - 20040801 GOOD CSRC DG8361 DG8361 STATION DESCRIPTION DG8361 DG8361'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 DG8361'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P526' DG8361'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES DG8361'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE DG8361'BY ANONYMOUS FTP OR THE WORLDWIDE WEB. DG8361' FTP CORS.NGS.NOAA.GOV: CORS/COORD AND CORS/STATION_LOG DG8361' HTTP://WWW.NGS.NOAA.GOV UNDER PRODUCTS AND SERVICES. DG8361' DG8361'COORDINATES ARE FOR THE GEODETIC REFERENCE POINT OF A CGPS(CONTINUOUS DG8361'GPS). INFORMATION ABOUT THIS SITE, SUCH AS THE GRP, ANTENNA TYPE AND DG8361'ANTENNA HEIGHT, CAN BE FOUND AT THE CSRC DATA PORTAL WEBSITE. DG8361' DG8361'//CSRC.UCSD.EDU/CDP/ 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6700 *********************************************************************** DH6700 HT_MOD - This is a Height Modernization Survey Station. DH6700 DESIGNATION - RETAIN DH6700 PID - DH6700 DH6700 STATE/COUNTY- CA/SAN LUIS OBISPO DH6700 USGS QUAD - MORRO BAY NORTH (1993) DH6700 DH6700 *CURRENT SURVEY CONTROL DH6700 ___________________________________________________________________ DH6700* NAD 83(1998)- 35 25 40.72747(N) 120 46 31.86365(W) ADJUSTED DH6700* NAVD 88 - 167.47 (meters) 549.4 (feet) GPS OBS DH6700 ___________________________________________________________________ DH6700 EPOCH DATE - 2004.50 DH6700 X - -2,662,328.786 (meters) COMP DH6700 Y - -4,470,440.093 (meters) COMP DH6700 Z - 3,676,736.955 (meters) COMP DH6700 LAPLACE CORR- 5.32 (seconds) DEFLEC99 DH6700 ELLIP HEIGHT- 133.07 (meters) (06/30/05) GPS OBS DH6700 GEOID HEIGHT- -34.37 (meters) GEOID03 DH6700 DH6700 HORZ ORDER - B DH6700 ELLP ORDER - FOURTH CLASS I DH6700 DH6700.The horizontal coordinates were established by GPS observations DH6700.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6700.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6700.DATUM ITEM on the data sheet items page. DH6700.The horizontal coordinates are valid at the epoch date displayed above. DH6700.The epoch date for horizontal control is a decimal equivalence DH6700.of Year/Month/Day. DH6700 DH6700.The orthometric height was determined by GPS observations and a DH6700.high-resolution geoid model using precise GPS observation and DH6700.processing techniques. DH6700 DH6700.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6700 DH6700.The Laplace correction was computed from DEFLEC99 derived deflections. DH6700 DH6700.The ellipsoidal height was determined by GPS observations DH6700.and is referenced to NAD 83. DH6700 DH6700.The geoid height was determined by GEOID03. DH6700 DH6700; North East Units Scale Factor Converg. DH6700;SPC CA 5 - 717,347.986 1,747,988.485 MT 0.99999180 -1 34 55.5 DH6700;SPC CA 5 - 2,353,499.18 5,734,858.89 sFT 0.99999180 -1 34 55.5 DH6700;UTM 10 - 3,922,779.183 701,941.898 MT 1.00010258 +1 17 23.7 DH6700 DH6700! - Elev Factor x Scale Factor = Combined Factor DH6700!SPC CA 5 - 0.99997911 x 0.99999180 = 0.99997091 DH6700!UTM 10 - 0.99997911 x 1.00010258 = 1.00008169 DH6700 DH6700 SUPERSEDED SURVEY CONTROL DH6700 DH6700.No superseded survey control is available for this station. DH6700 DH6700_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE0194222779(NAD 83) DH6700_MARKER: DD = SURVEY DISK DH6700_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS DH6700_SP_SET: TOP OF RETAINING WALL DH6700_STAMPING: RETAIN 2004 DH6700_MARK LOGO: CSRC DH6700_MAGNETIC: N = NO MAGNETIC MATERIAL DH6700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DH6700+STABILITY: POSITION/ELEVATION WELL DH6700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6700+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004 DH6700 DH6700 HISTORY - Date Condition Report By DH6700 HISTORY - 20040701 MONUMENTED CADT DH6700 DH6700 STATION DESCRIPTION DH6700 DH6700'DESCRIBED BY CALTRANS 2004 (RBM) DH6700'THE STATION IS LOCATED ON HWY 41, ATASCADERO RD, APPROXIMATELY MIDWAY DH6700'BETWEEN MORRO BAY AND ATASCADERO AT POSTMILE 5.80. FROM THE DH6700'INTERSECTION OF HWY 1 AND HWY 41 IN MORRO BAY, DRIVE 5.8 MI (9.5 KM) DH6700'NORTHEAST ON HWY 41 TO A DIRT PULLOUT ON THE RIGHT (SOUTH) AND THE DH6700'STATION ON THE EAST (FAR) END OF A LARGE RETAINING STRUCTURE. DH6700'LIKEWISE, FROM THE INTERSECTION OF HWY 101 AND HWY 41 IN ATASCADERO, DH6700'DRIVE 10.2 MI SOUTHWESTERLY ON HWY 41 TO THE STATION ON THE LEFT. IT DH6700'IS APPROXIMATELY 650 METERS WESTERLY OF BEAR RIDGE ROAD, AND IS AT DH6700'THE EAST END OF A RETAINING WALL FOR A VIADUCT. THE STATION IS 8.0 DH6700'M SOUTH OF CL OF HWY 41, 15.05 M WEST OF THE EAST END OF A METAL BEAM DH6700'GUARDRAIL, 2.5 M SOUTH OF THE BACK OF THE GUARDRAIL, 0.21 M WEST OF DH6700'THE EAST END OF THE CONCRETE RETAINING WALL, AND 0.21 M SOUTH OF THE DH6700'NORTH FACE OF THE VIADUCT. IT IS 0.62 M NORTH OF A CARSONITE WITNESS DH6700'POST, 0.28 M NORTHEASTERLY FROM THE EAST 3-FT-HIGH METAL ENDPOST OF A DH6700'CABLE SAFETY BARRIER, AND 18.7 M EAST OF THE CENTER OF A 1.0 X 0.6 M DH6700'GRATE FOR DRAINAGE SYSTEM, AND 26.3 M WEST OF THE CENTER OF ANOTHER DH6700'1.0 X 0.6 M GRATE. THIS STATION WAS OBSERVED IN THE SAN SIMEON DH6700'POST-EARTHQUAKE AND HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV1106 *********************************************************************** FV1106 HT_MOD - This is a Height Modernization Survey Station. 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(1998)- 35 26 33.76631(N) 120 53 26.12847(W) ADJUSTED FV1106* NAVD 88 - 34.45 (meters) 113.0 (feet) GPS OBS FV1106 ___________________________________________________________________ FV1106 EPOCH DATE - 2004.50 FV1106 X - -2,670,759.566 (meters) COMP FV1106 Y - -4,464,177.517 (meters) COMP FV1106 Z - 3,677,991.500 (meters) COMP FV1106 LAPLACE CORR- 4.52 (seconds) DEFLEC99 FV1106 ELLIP HEIGHT- -0.25 (meters) (06/30/05) GPS OBS FV1106 GEOID HEIGHT- -34.67 (meters) GEOID03 FV1106 DYNAMIC HT - 34.42 (meters) 112.9 (feet) COMP FV1106 MODELED GRAV- 979,763.0 (mgal) NAVD 88 FV1106 FV1106 HORZ ORDER - B FV1106 VERT ORDER - FIRST CLASS I (See Below) FV1106 ELLP ORDER - FOURTH CLASS I FV1106 FV1106.The horizontal coordinates were established by GPS observations FV1106.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV1106.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV1106.DATUM ITEM on the data sheet items page. 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 GPS observations and a FV1106.high-resolution geoid model using precise GPS observation and FV1106.processing techniques. It supersedes the leveled height previously FV1106.determined for this station. FV1106.The vertical order pertains to the first NAVD 88 superseded value. 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 - 719,276.392 1,737,589.857 MT 0.99999487 -1 38 51.6 FV1106;SPC CA 5 - 2,359,825.96 5,700,742.72 sFT 0.99999487 -1 38 51.6 FV1106;UTM 10 - 3,924,184.329 691,458.840 MT 1.00005175 +1 13 24.9 FV1106 FV1106! - Elev Factor x Scale Factor = Combined Factor FV1106!SPC CA 5 - 1.00000004 x 0.99999487 = 0.99999491 FV1106!UTM 10 - 1.00000004 x 1.00005175 = 1.00005179 FV1106 FV1106 SUPERSEDED SURVEY CONTROL FV1106 FV1106 NAD 83(1992)- 35 26 33.74714(N) 120 53 26.11254(W) AD(1991.35) 1 FV1106 ELLIP H (06/24/96) -0.15 (m) GP(1991.35) 4 1 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 NAVD 88 (06/15/91) 34.521 (m) 113.26 (f) ADJUSTED 1 1 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 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES FV1106_SP_SET: 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 18, 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 HISTORY - 20040518 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. FV1106 FV1106 STATION RECOVERY (2004) FV1106 FV1106'RECOVERY NOTE BY CALTRANS 2004 (MEI) FV1106'RECOVERED AS DESCRIBED EXCEPT THAT THE RAILING IS ABOUT 3 (NOT 2) FT FV1106'ABOVE THE HIGHWAY. A FIXED HEIGHT TRIPOD/POLE CANNOT BE USED FOR FV1106'THIS STATION. THIS STATION WAS OBSERVED IN THE SAN SIMEON FV1106'POST-EARTHQUAKE AND HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV2076 *********************************************************************** FV2076 HT_MOD - This is a Height Modernization Survey Station. 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(1998)- 35 36 18.58166(N) 121 08 04.14920(W) ADJUSTED FV2076* NAVD 88 - 25.99 (meters) 85.3 (feet) GPS OBS FV2076 ___________________________________________________________________ FV2076 EPOCH DATE - 2004.50 FV2076 X - -2,684,319.911 (meters) COMP FV2076 Y - -4,443,798.415 (meters) COMP FV2076 Z - 3,692,655.612 (meters) COMP FV2076 LAPLACE CORR- 5.41 (seconds) DEFLEC99 FV2076 ELLIP HEIGHT- -8.66 (meters) (06/30/05) GPS OBS FV2076 GEOID HEIGHT- -34.63 (meters) GEOID03 FV2076 FV2076 HORZ ORDER - B FV2076 ELLP ORDER - FOURTH CLASS I FV2076 FV2076.The horizontal coordinates were established by GPS observations FV2076.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV2076.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV2076.DATUM ITEM on the data sheet items page. 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 using precise GPS observation and FV2076.processing techniques. 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 - 737,955.153 1,716,017.770 MT 1.00003313 -1 47 12.1 FV2076;SPC CA 5 - 2,421,107.86 5,629,968.30 sFT 1.00003313 -1 47 12.1 FV2076;UTM 10 - 3,941,758.444 668,978.157 MT 0.99995187 +1 05 10.9 FV2076 FV2076! - Elev Factor x Scale Factor = Combined Factor FV2076!SPC CA 5 - 1.00000136 x 1.00003313 = 1.00003449 FV2076!UTM 10 - 1.00000136 x 0.99995187 = 0.99995323 FV2076 FV2076 SUPERSEDED SURVEY CONTROL FV2076 FV2076 NAD 83(1992)- 35 36 18.56232(N) 121 08 04.13649(W) AD(1991.35) 1 FV2076 ELLIP H (06/24/96) -8.56 (m) GP(1991.35) 4 1 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: N = NO MAGNETIC MATERIAL 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 18, 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 HISTORY - 20040518 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. FV2076 FV2076 STATION RECOVERY (2004) FV2076 FV2076'RECOVERY NOTE BY CALTRANS 2004 (MEI) FV2076'RECOVERED AS DESCRIBED. THIS STATION WAS OBSERVED IN THE SAN SIMEON FV2076'POST-EARTHQUAKE AND HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV2077 *********************************************************************** FV2077 HT_MOD - This is a Height Modernization Survey Station. 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(1998)- 35 29 48.48659(N) 120 40 59.36587(W) ADJUSTED FV2077* NAVD 88 - 277.89 (meters) 911.7 (feet) GPS OBS FV2077 ___________________________________________________________________ FV2077 EPOCH DATE - 2004.50 FV2077 X - -2,652,904.335 (meters) COMP FV2077 Y - -4,470,993.516 (meters) COMP FV2077 Z - 3,683,020.613 (meters) COMP FV2077 LAPLACE CORR- 0.80 (seconds) DEFLEC99 FV2077 ELLIP HEIGHT- 243.72 (meters) (06/30/05) GPS OBS FV2077 GEOID HEIGHT- -34.14 (meters) GEOID03 FV2077 FV2077 HORZ ORDER - B FV2077 ELLP ORDER - FOURTH CLASS I FV2077 FV2077.The horizontal coordinates were established by GPS observations FV2077.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV2077.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV2077.DATUM ITEM on the data sheet items page. 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 using precise GPS observation and FV2077.processing techniques. 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 - 724,753.282 1,756,576.410 MT 1.00000671 -1 31 46.0 FV2077;SPC CA 5 - 2,377,794.73 5,763,034.44 sFT 1.00000671 -1 31 46.0 FV2077;UTM 10 - 3,930,606.675 710,148.796 MT 1.00014425 +1 20 44.8 FV2077 FV2077! - Elev Factor x Scale Factor = Combined Factor FV2077!SPC CA 5 - 0.99996175 x 1.00000671 = 0.99996846 FV2077!UTM 10 - 0.99996175 x 1.00014425 = 1.00010599 FV2077 FV2077 SUPERSEDED SURVEY CONTROL FV2077 FV2077 NAD 83(1992)- 35 29 48.47167(N) 120 40 59.35105(W) AD(1991.35) 1 FV2077 NAD 83(1992)- 35 29 48.47167(N) 120 40 59.35110(W) AD(1991.35) 1 FV2077 ELLIP H (08/05/94) 243.82 (m) GP(1991.35) 4 2 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: 10SGE1014930607(NAD 83) FV2077_MARKER: DD = SURVEY DISK FV2077_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE FV2077_SP_SET: 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 17, 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 HISTORY - 20040517 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. FV2077 FV2077 STATION RECOVERY (2004) FV2077 FV2077'RECOVERY NOTE BY CALTRANS 2004 (MEI) FV2077'RECOVERED AS DESCRIBED. THE STATION IS IN THE CITY OF ATASCADERO, FV2077'ABOUT 8 MI SOUTH OF PASO ROBLES. PARKING IS NOT POSSIBLE AT THE FV2077'STATION BUT IS AVAILABLE AT THE GAS STATION TO THE SOUTHWEST OF THE FV2077'STATION. THIS STATION WAS OBSERVED IN THE SAN SIMEON POST-EARTHQUAKE FV2077'AND HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV2079 *********************************************************************** FV2079 HT_MOD - This is a Height Modernization Survey Station. 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(1998)- 35 06 19.37095(N) 120 04 21.59120(W) ADJUSTED FV2079* NAVD 88 - 408.70 (meters) 1340.9 (feet) GPS OBS FV2079 ___________________________________________________________________ FV2079 EPOCH DATE - 2004.50 FV2079 X - -2,617,744.992 (meters) COMP FV2079 Y - -4,520,816.816 (meters) COMP FV2079 Z - 3,647,653.069 (meters) COMP FV2079 LAPLACE CORR- 1.73 (seconds) DEFLEC99 FV2079 ELLIP HEIGHT- 374.79 (meters) (06/30/05) GPS OBS FV2079 GEOID HEIGHT- -33.88 (meters) GEOID03 FV2079 FV2079 HORZ ORDER - B FV2079 ELLP ORDER - FOURTH CLASS I FV2079 FV2079.The horizontal coordinates were established by GPS observations FV2079.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV2079.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV2079.DATUM ITEM on the data sheet items page. 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 using precise GPS observation and FV2079.processing techniques. 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 - 680,026.899 1,811,057.678 MT 0.99994119 -1 10 53.2 FV2079;SPC CA 5 - 2,231,054.92 5,941,778.40 sFT 0.99994119 -1 10 53.2 FV2079;UTM 10 - 3,888,651.363 766,820.933 MT 1.00047750 +1 41 04.0 FV2079;UTM 11 - 3,889,050.725 219,928.435 MT 1.00056684 -1 46 05.5 FV2079 FV2079! - Elev Factor x Scale Factor = Combined Factor FV2079!SPC CA 5 - 0.99994117 x 0.99994119 = 0.99988237 FV2079!UTM 10 - 0.99994117 x 1.00047750 = 1.00041865 FV2079!UTM 11 - 0.99994117 x 1.00056684 = 1.00050798 FV2079 FV2079 SUPERSEDED SURVEY CONTROL FV2079 FV2079 NAD 83(1992)- 35 06 19.35667(N) 120 04 21.57495(W) AD(1991.35) 1 FV2079 ELLIP H (06/24/96) 374.86 (m) GP(1991.35) 4 1 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_SP_SET: CONCRETE POST 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 - September 21, 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 HISTORY - 20040921 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. FV2079 FV2079 STATION RECOVERY (2004) FV2079 FV2079'RECOVERY NOTE BY CALTRANS 2004 (RF) FV2079'RECOVERED AS DESCRIBED. THIS STATION WAS OBSERVED IN THE SAN SIMEON FV2079'POST-EARTHQUAKE AND HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. IT FV2079'WAS OBSERVED A FEW DAYS BEFORE (COINCIDENTALLY) AND A FEW DAYS AFTER FV2079'THE PARKFIELD 28 SEPT 04 EARTHQUAKE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV0754 *********************************************************************** FV0754 HT_MOD - This is a Height Modernization Survey Station. FV0754 DESIGNATION - T 693 FV0754 PID - FV0754 FV0754 STATE/COUNTY- CA/SAN LUIS OBISPO FV0754 USGS QUAD - CAYUCOS (1994) FV0754 FV0754 *CURRENT SURVEY CONTROL FV0754 ___________________________________________________________________ FV0754* NAD 83(1998)- 35 28 19.70061(N) 120 58 54.55404(W) ADJUSTED FV0754* NAVD 88 - 11.69 (meters) 38.4 (feet) GPS OBS FV0754 ___________________________________________________________________ FV0754 EPOCH DATE - 2004.50 FV0754 X - -2,676,879.766 (meters) COMP FV0754 Y - -4,458,279.665 (meters) COMP FV0754 Z - 3,680,637.566 (meters) COMP FV0754 LAPLACE CORR- 4.54 (seconds) DEFLEC99 FV0754 ELLIP HEIGHT- -23.12 (meters) (06/30/05) GPS OBS FV0754 GEOID HEIGHT- -34.78 (meters) GEOID03 FV0754 DYNAMIC HT - 11.68 (meters) 38.3 (feet) COMP FV0754 MODELED GRAV- 979,775.1 (mgal) NAVD 88 FV0754 FV0754 HORZ ORDER - B FV0754 VERT ORDER - FIRST CLASS I (See Below) FV0754 ELLP ORDER - FOURTH CLASS I FV0754 FV0754.The horizontal coordinates were established by GPS observations FV0754.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV0754.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV0754.DATUM ITEM on the data sheet items page. FV0754.The horizontal coordinates are valid at the epoch date displayed above. FV0754.The epoch date for horizontal control is a decimal equivalence FV0754.of Year/Month/Day. FV0754 FV0754.The orthometric height was determined by GPS observations and a FV0754.high-resolution geoid model using precise GPS observation and FV0754.processing techniques. It supersedes the leveled height previously FV0754.determined for this station. FV0754.The vertical order pertains to the first NAVD 88 superseded value. FV0754 FV0754.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV0754 FV0754.The Laplace correction was computed from DEFLEC99 derived deflections. FV0754 FV0754.The ellipsoidal height was determined by GPS observations FV0754.and is referenced to NAD 83. FV0754 FV0754.The geoid height was determined by GEOID03. FV0754 FV0754.The dynamic height is computed by dividing the NAVD 88 FV0754.geopotential number by the normal gravity value computed on the FV0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV0754.degrees latitude (g = 980.6199 gals.). FV0754 FV0754.The modeled gravity was interpolated from observed gravity values. FV0754 FV0754; North East Units Scale Factor Converg. FV0754;SPC CA 5 - 722,781.677 1,729,407.215 MT 1.00000120 -1 41 58.8 FV0754;SPC CA 5 - 2,371,326.22 5,673,896.84 sFT 1.00000120 -1 41 58.8 FV0754;UTM 10 - 3,927,275.441 683,110.600 MT 1.00001321 +1 10 17.4 FV0754 FV0754! - Elev Factor x Scale Factor = Combined Factor FV0754!SPC CA 5 - 1.00000363 x 1.00000120 = 1.00000483 FV0754!UTM 10 - 1.00000363 x 1.00001321 = 1.00001684 FV0754 FV0754 SUPERSEDED SURVEY CONTROL FV0754 FV0754 NAVD 88 (06/15/91) 11.759 (m) 38.58 (f) ADJUSTED 1 1 FV0754 NGVD 29 (??/??/92) 10.933 (m) 35.87 (f) ADJ UNCH 1 1 FV0754 FV0754.Superseded values are not recommended for survey control. FV0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV0754.See file dsdata.txt to determine how the superseded data were derived. FV0754 FV0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE8311127275(NAD 83) FV0754_MARKER: DB = BENCH MARK DISK FV0754_SETTING: 80 = SET IN A BOULDER FV0754_SP_SET: BOULDER FV0754_STAMPING: T 693 1943 FV0754_MAGNETIC: N = NO MAGNETIC MATERIAL FV0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV0754+STABILITY: SURFACE MOTION FV0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV0754+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2004 FV0754 FV0754 HISTORY - Date Condition Report By FV0754 HISTORY - 1943 MONUMENTED CGS FV0754 HISTORY - 1977 GOOD NGS FV0754 HISTORY - 20040518 GOOD NGS FV0754 HISTORY - 20050825 GOOD CADT FV0754 FV0754 STATION DESCRIPTION FV0754 FV0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 FV0754'3.7 MI SE FROM HARMONY. FV0754'3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE CREEK AT FV0754'HARMONY, SAN LUIS OBISPO COUNTY, 180 FEET SOUTH OF THE CENTERLINE FV0754'OF THE HIGHWAY, 100 FEET EAST OF A POWER POLE, 90 FEET NORTH OF FV0754'A SMALL CREEK, AND IN THE TOP OF A LARGE BOULDER. A STANDARD FV0754'DISK, STAMPED T 693 1943. FV0754 FV0754 STATION RECOVERY (1977) FV0754 FV0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 FV0754'3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE JUNCTION WITH FV0754'HARMONY CREEK ROAD AT HAROMEY, SET IN THE ROCK OUTCROP 47 FEET FV0754'NORTH OF THE CENTER LINE OF THE HIGHWAY, 19.5 FEET SOUTH OF A EAST- FV0754'WEST FENCE LINE, 62 FEET EAST-SOUTHEAST OF A POWER LINE POLE, 87 FV0754'FEET WEST OF THE WEST END OF A CULVERT HEADWALL. FV0754'NOTE-THIS MARK CAN ALSO BE REACHED BY GOING 5.1 MILES NORTHWEST FV0754'ALONG STATE HIGHWAY 1 FROM CAYUCOS DRIVE OVERPASS OVER STATE FV0754'HIGHWAY 1 AT CAYUCOS. FV0754 FV0754 STATION RECOVERY (2004) FV0754 FV0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (MEI) FV0754'THE STATION IS ABOUT 11 MI (17.7 KM) NORTHWEST OF THE TOWN OF MORRO FV0754'BAY AND ABOUT 4 MI (6.4 KM) SOUTHEAST OF THE HAMLET OF HARMONY WHICH FV0754'IS ABOUT 4 MI (6.4 KM) SOUTHEAST OF CAMBRIA. TO REACH THE STATION FV0754'FROM THE INTERSECTION OF HWY 1 AND HARMONY VALLEY RD, DRIVE 3.8 MI FV0754'(6.1 KM) SOUTHEAST ON HWY 1 TO VILLA CREEK RD. MAKE A U-TURN AND DRIVE FV0754'0.2 MI (0.3 KM) ON NORTHBOUND HWY 1 AND THE STATION ON THE RIGHT IN A FV0754'ROCK OUTCROP. PARKING IS AVAILABLE JUST PAST THE STATION ON THE FV0754'SHOULDER WHERE THE ASPHALT DIKE CHANGES TO ASPHALT DRAINAGE CHANNEL FV0754'AND THE SHOULDER WIDENS SLIGHTLY. THE STATION IS 47 FT (14.3 M) FV0754'NORTH OF THE CENTERLINE OF HWY 1, 40 FT (12.2 M) NORTHWEST OF A FV0754'CALTRANS SUVEY MONUMENT ORANGE PADDLE ON THE SHOULDER, 19.5 FT (5.9 M) FV0754'SOUTH OF A R/W FENCE LINE, 62 FT (18.9 M) SOUTHEAST OF A POWER LINE FV0754'POLE, AND 87 FT (26.5 M) WEST OF THE WEST END OF A CULVERT HEADWALL. FV0754'THIS STATION WAS OBSERVED IN THE SAN SIMEON POST-EARTHQUAKE AND HEIGHT FV0754'MODERNIZATION SURVEY, A CSRC PROJECT. FV0754 FV0754 STATION RECOVERY (2005) FV0754 FV0754'RECOVERY NOTE BY CALTRANS 2005 (AO) FV0754'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV0401 *********************************************************************** FV0401 HT_MOD - This is a Height Modernization Survey Station. FV0401 TIDAL BM - This is a Tidal Bench Mark. FV0401 DESIGNATION - TIDAL 5 FV0401 PID - FV0401 FV0401 STATE/COUNTY- CA/SAN LUIS OBISPO FV0401 USGS QUAD - MORRO BAY SOUTH (1994) FV0401 FV0401 *CURRENT SURVEY CONTROL FV0401 ___________________________________________________________________ FV0401* NAD 83(1998)- 35 21 57.29527(N) 120 51 08.80433(W) ADJUSTED FV0401* NAVD 88 - 11.11 (meters) 36.5 (feet) GPS OBS FV0401 ___________________________________________________________________ FV0401 EPOCH DATE - 2004.50 FV0401 X - -2,670,308.528 (meters) COMP FV0401 Y - -4,470,175.950 (meters) COMP FV0401 Z - 3,671,032.950 (meters) COMP FV0401 LAPLACE CORR- 5.86 (seconds) DEFLEC99 FV0401 ELLIP HEIGHT- -23.75 (meters) (06/30/05) GPS OBS FV0401 GEOID HEIGHT- -34.83 (meters) GEOID03 FV0401 FV0401 HORZ ORDER - B FV0401 VERT ORDER - SECOND CLASS 0 (See Below) FV0401 ELLP ORDER - FOURTH CLASS I FV0401 FV0401.The horizontal coordinates were established by GPS observations FV0401.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV0401.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV0401.DATUM ITEM on the data sheet items page. FV0401.The horizontal coordinates are valid at the epoch date displayed above. FV0401.The epoch date for horizontal control is a decimal equivalence FV0401.of Year/Month/Day. FV0401 FV0401.The orthometric height was determined by GPS observations and a FV0401.high-resolution geoid model using precise GPS observation and FV0401.processing techniques. FV0401.The vertical order pertains to the NGVD 29 superseded value. FV0401 FV0401.This Tidal Bench Mark is designated as VM 14993 FV0401.by the Center for Operational Oceanographic Products and Services. FV0401 FV0401.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV0401 FV0401.The Laplace correction was computed from DEFLEC99 derived deflections. FV0401 FV0401.The ellipsoidal height was determined by GPS observations FV0401.and is referenced to NAD 83. FV0401 FV0401.The geoid height was determined by GEOID03. FV0401 FV0401; North East Units Scale Factor Converg. FV0401;SPC CA 5 - 710,660.476 1,740,810.050 MT 0.99997959 -1 37 33.3 FV0401;SPC CA 5 - 2,331,558.58 5,711,307.64 sFT 0.99997959 -1 37 33.3 FV0401;UTM 10 - 3,915,739.855 695,106.704 MT 1.00006914 +1 14 36.2 FV0401 FV0401! - Elev Factor x Scale Factor = Combined Factor FV0401!SPC CA 5 - 1.00000373 x 0.99997959 = 0.99998332 FV0401!UTM 10 - 1.00000373 x 1.00006914 = 1.00007287 FV0401 FV0401 SUPERSEDED SURVEY CONTROL FV0401 FV0401 NGVD 29 (??/??/92) 10.360 (m) 33.99 (f) ADJ UNCH 2 0 FV0401 FV0401.Superseded values are not recommended for survey control. FV0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV0401.See file dsdata.txt to determine how the superseded data were derived. FV0401 FV0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE9510715740(NAD 83) FV0401_MARKER: DJ = TIDAL STATION DISK FV0401_SETTING: 30 = SET IN A LIGHT STRUCTURE FV0401_SP_SET: CONCRETE BLOCK FV0401_STAMPING: 5 1935 FV0401_MAGNETIC: N = NO MAGNETIC MATERIAL FV0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FV0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV0401+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2004 FV0401 FV0401 HISTORY - Date Condition Report By FV0401 HISTORY - 1935 MONUMENTED CGS FV0401 HISTORY - 1976 GOOD NGS FV0401 HISTORY - 20040518 GOOD NGS FV0401 FV0401 STATION DESCRIPTION FV0401 FV0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 FV0401'AT MORRO BAY. FV0401'AT THE FOOT (WEST END) OF MORRO BAY BOULEVARD, 5.2 METERS WEST FV0401'OF THE WEST EDGE OF MARKET STREET, IN A WIDENED SECTION OF A FV0401'SIDEWALK, SET IN THE TOP OF A 0.75 METER BY 0.65 METER BY 0.35 FV0401'METER HIGH, CONCRETE BLOCK CONTAINING A CENTENNIAL STAIRWAY FV0401'1870 - 1970 BRASS PLAQUE. FV0401 FV0401 STATION RECOVERY (2004) FV0401 FV0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (MEI) FV0401'RECOVERED AS DESCRIBED WITH THE ADDITIONAL NOTE. THE SIGN FOR THE FV0401'RESTAURANT SAYS 'DORNS, THE ORIGINAL BREAKERS CAFE'. THE DISK (NOT FV0401'STAMPED RESET) IS 43.0 FT (13.1 M) WEST OF THE CENTERLINE OF MARKET FV0401'ST, 19.3 FT (5.9 M) SOUTHWEST OF THE SOUTH CORNER OF A BASE FOR A FV0401'SCULPTURE, 18.6 FT (5.7 M) EAST OF THE EAST FACE OF WOODEN POLE FOR FV0401'AN OVERHEAD LIGHT--THE EASTERNMOST OF 3 POLES, 2 OTHERS BEING FV0401'FLAGPOLES. TIDE STATION 9412298. THIS STATION WAS OBSERVED IN THE SAN FV0401'SIMEON POST-EARTHQUAKE AND HEIGHT MODERNIZATION SURVEY, A CSRC FV0401'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV1972 *********************************************************************** FV1972 HT_MOD - This is a Height Modernization Survey Station. FV1972 DESIGNATION - U 1450 FV1972 PID - FV1972 FV1972 STATE/COUNTY- CA/SAN LUIS OBISPO FV1972 USGS QUAD - ATASCADERO (1993) FV1972 FV1972 *CURRENT SURVEY CONTROL FV1972 ___________________________________________________________________ FV1972* NAD 83(1998)- 35 27 19.30183(N) 120 38 33.29388(W) ADJUSTED FV1972* NAVD 88 - 292.85 (meters) 960.8 (feet) GPS OBS FV1972 ___________________________________________________________________ FV1972 EPOCH DATE - 2004.50 FV1972 X - -2,651,103.705 (meters) COMP FV1972 Y - -4,475,177.477 (meters) COMP FV1972 Z - 3,679,284.934 (meters) COMP FV1972 LAPLACE CORR- 1.89 (seconds) DEFLEC99 FV1972 ELLIP HEIGHT- 258.70 (meters) (06/30/05) GPS OBS FV1972 GEOID HEIGHT- -34.12 (meters) GEOID03 FV1972 FV1972 HORZ ORDER - B FV1972 ELLP ORDER - FOURTH CLASS I FV1972 FV1972.The horizontal coordinates were established by GPS observations FV1972.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV1972.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV1972.DATUM ITEM on the data sheet items page. FV1972.The horizontal coordinates are valid at the epoch date displayed above. FV1972.The epoch date for horizontal control is a decimal equivalence FV1972.of Year/Month/Day. FV1972 FV1972.The orthometric height was determined by GPS observations and a FV1972.high-resolution geoid model using precise GPS observation and FV1972.processing techniques. It supersedes the leveled height previously FV1972.determined for this station. FV1972 FV1972.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV1972 FV1972.The Laplace correction was computed from DEFLEC99 derived deflections. FV1972 FV1972.The ellipsoidal height was determined by GPS observations FV1972.and is referenced to NAD 83. FV1972 FV1972.The geoid height was determined by GEOID03. FV1972 FV1972; North East Units Scale Factor Converg. FV1972;SPC CA 5 - 720,059.579 1,760,135.823 MT 0.99999756 -1 30 22.7 FV1972;SPC CA 5 - 2,362,395.47 5,774,712.28 sFT 0.99999756 -1 30 22.7 FV1972;UTM 10 - 3,926,096.707 713,939.708 MT 1.00016407 +1 22 04.7 FV1972 FV1972! - Elev Factor x Scale Factor = Combined Factor FV1972!SPC CA 5 - 0.99995940 x 0.99999756 = 0.99995696 FV1972!UTM 10 - 0.99995940 x 1.00016407 = 1.00012346 FV1972 FV1972 SUPERSEDED SURVEY CONTROL FV1972 FV1972 NAVD 88 (06/15/91) 292.952 (m) 961.13 (f) ADJUSTED 1 2 FV1972 FV1972.Superseded values are not recommended for survey control. FV1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV1972.See file dsdata.txt to determine how the superseded data were derived. FV1972 FV1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE1394026097(NAD 83) FV1972_MARKER: I = METAL ROD FV1972_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL FV1972+WITH SETTING: INFORMATION. FV1972_SP_SET: METAL ROD DRIVEN INTO GROUND FV1972_STAMPING: U 1450 1989 FV1972_MARK LOGO: NGS FV1972_MAGNETIC: N = NO MAGNETIC MATERIAL FV1972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FV1972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV1972+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004 FV1972 FV1972 HISTORY - Date Condition Report By FV1972 HISTORY - 1989 MONUMENTED NGS FV1972 HISTORY - 20040517 GOOD NGS FV1972 FV1972 STATION DESCRIPTION FV1972 FV1972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 FV1972'3.9 KM (2.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF FV1972'MORRO AVENUE IN ATASCADERO, 1.4 KM (0.85 MI) SOUTH OF THE INTERSECTION FV1972'OF SANTA ROSA ROAD, A METAL ROAD DRIVEN 2.2 METERS AND FLUSH WITH FV1972'THE GROUND, 30.7 M (100.7 FT) SOUTHEAST OF A UTILITY POLE WITH FV1972'1 GUY WIRE AND LINES CROSSING THE HIGHWAY, 24.4 M (80.1 FT) NORTHEAST FV1972'OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 4.4 M FV1972'(14.4 FT) NORTHWEST OF A UTILITY POLE, AND 2.7 M (8.9 FT) ABOVE THE FV1972'LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A FV1972'5-INCH LOGO CAP. FV1972 FV1972 STATION RECOVERY (2004) FV1972 FV1972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (MEI) FV1972'THE STATION IS ON THE SOUTH END OF ATASCADERO, A TOWN 10 MI SOUTH OF FV1972'PASO ROBLES. THE STATION CAN ONLY BE REACHED FROM NORTHBOUND HWY 101. FV1972'TO REACH THE STATION FROM THE INTERSECTION OF HWY 101 AND SANTA FV1972'BARBARA RD IN ATASCADERO, DRIVE 0.5 MI NORTH ON HWY 101 TO THE START FV1972'OF THE SAN DIEGO WY EXIT RAMP (WHICH GOES TO THE STATE HOSPITAL). FV1972'FROM THE START OF THE RAMP, DRIVE 0.4 MI TO A TRACK ROAD LEFT, JUST FV1972'BEFORE A BUILDING AND AS THE EXIT RAMP BEARS RIGHT. TURN LEFT (WEST) FV1972'ON THE TRACK ROAD AND DRIVE 100 FT TO WHERE THE TRACK TURNS RIGHT FV1972'AND SLOPES UPHILL. TURN RIGHT (NORTH) AND DRIVE ON A POOR (SLOPING FV1972'OR RUTTED) TRACK FOR 0.3 MI TO THE STATION ON THE RIGHT. THE STATION FV1972'IS ABOUT 100 FT SOUTH OF A UTILITY POLE WITH A GUY WIRE, LINES FV1972'CROSSING THE HIGHWAY, TRANSFORMER, AND SITUATED JUST INSIDE (EAST OF) FV1972'A BRAND NEW CHAIN LINK FENCE. AN ORANGE CARSONITE WITNESS POST IS FV1972'JUST INSIDE THE FENCE AND THE STATION IS JUST OUTSIDE (WEST OF) THE FV1972'FENCE. THE STATION IS ABOUT 10 FT ABOVE THE LEVEL OF THE HIGHWAY. FV1972'THIS STATION WAS OBSERVED IN THE SAN SIMEON POST-EARTHQUAKE AND HEIGHT FV1972'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6702 *********************************************************************** DH6702 HT_MOD - This is a Height Modernization Survey Station. DH6702 DESIGNATION - WINDSOR DH6702 PID - DH6702 DH6702 STATE/COUNTY- CA/SAN LUIS OBISPO DH6702 USGS QUAD - CAMBRIA (1979) DH6702 DH6702 *CURRENT SURVEY CONTROL DH6702 ___________________________________________________________________ DH6702* NAD 83(1998)- 35 34 06.00290(N) 121 06 15.31919(W) ADJUSTED DH6702* NAVD 88 - 7.98 (meters) 26.2 (feet) GPS OBS DH6702 ___________________________________________________________________ DH6702 EPOCH DATE - 2004.50 DH6702 X - -2,683,195.653 (meters) COMP DH6702 Y - -4,447,237.451 (meters) COMP DH6702 Z - 3,689,322.165 (meters) COMP DH6702 LAPLACE CORR- 5.41 (seconds) DEFLEC99 DH6702 ELLIP HEIGHT- -26.76 (meters) (06/30/05) GPS OBS DH6702 GEOID HEIGHT- -34.71 (meters) GEOID03 DH6702 DH6702 HORZ ORDER - B DH6702 ELLP ORDER - FOURTH CLASS I DH6702 DH6702.The horizontal coordinates were established by GPS observations DH6702.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6702.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6702.DATUM ITEM on the data sheet items page. DH6702.The horizontal coordinates are valid at the epoch date displayed above. DH6702.The epoch date for horizontal control is a decimal equivalence DH6702.of Year/Month/Day. DH6702 DH6702.The orthometric height was determined by GPS observations and a DH6702.high-resolution geoid model using precise GPS observation and DH6702.processing techniques. DH6702 DH6702.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6702 DH6702.The Laplace correction was computed from DEFLEC99 derived deflections. DH6702 DH6702.The ellipsoidal height was determined by GPS observations DH6702.and is referenced to NAD 83. DH6702 DH6702.The geoid height was determined by GEOID03. DH6702 DH6702; North East Units Scale Factor Converg. DH6702;SPC CA 5 - 733,785.936 1,718,629.589 MT 1.00002374 -1 46 10.1 DH6702;SPC CA 5 - 2,407,429.36 5,638,537.24 sFT 1.00002374 -1 46 10.1 DH6702;UTM 10 - 3,937,725.649 671,795.447 MT 0.99996371 +1 06 10.7 DH6702 DH6702! - Elev Factor x Scale Factor = Combined Factor DH6702!SPC CA 5 - 1.00000420 x 1.00002374 = 1.00002794 DH6702!UTM 10 - 1.00000420 x 0.99996371 = 0.99996791 DH6702 DH6702 SUPERSEDED SURVEY CONTROL DH6702 DH6702.No superseded survey control is available for this station. DH6702 DH6702_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE7179537726(NAD 83) DH6702_MARKER: DD = SURVEY DISK DH6702_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES DH6702_SP_SET: ABUTMENT DH6702_STAMPING: WINDSOR 2004 DH6702_MARK LOGO: CSRC DH6702_MAGNETIC: N = NO MAGNETIC MATERIAL DH6702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6702+STABILITY: SURFACE MOTION DH6702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6702+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004 DH6702 DH6702 HISTORY - Date Condition Report By DH6702 HISTORY - 20040701 MONUMENTED CADT DH6702 DH6702 STATION DESCRIPTION DH6702 DH6702'DESCRIBED BY CALTRANS 2004 (RBM) DH6702'THE STATION IS LOCATED AT THE NORTH END OF CAMBRIA NEAR POSTMILE 50.68 DH6702'ON HIGHWAY 1. FROM THE INTERSECTION OF HWY 1 AND MAIN ST TO THE RIGHT DH6702'AND WINDSOR BLVD TO THE LEFT, TURN LEFT (SOUTH) ON WINDSOR BLVD, DH6702'PASSING AN IMMEDIATE SIDE ROAD RIGHT (NORTH), MOONSTONE BEACH DR, DH6702'AND PASSING THE STATION ON THE RIGHT IN THE EAST (NEAR) END OF THE DH6702'NORTH ABUTMENT OF A BRIDGE TO DRIVE TO AND PARK IN A SMALL PULLOUT ON DH6702'THE LEFT (EAST) SIDE OF WINDSOR SOUTH OF THE SOUTHWEST END OF THE DH6702'BRIDGE OVER SANTA ROSA CREEK, OPPOSITE WHERE WINDSOR BLVD TURNS RIGHT DH6702'(NORTH). THE STATION IS ABOUT 230 FT (70 M) SOUTHWEST OF THE CENTER DH6702'LINE OF HWY 1, 81 FT (24.6 M) SOUTHWEST OF THE CENTER LINE OF DH6702'MOONSTONE BEACH DR, 16 FT (4.9 M) WEST OF THE CENTERLINE OF WINDSOR DH6702'BLVD. IT IS ABOUT 13.5 FT (4.1 M) SOUTHERLY OF A 4X4 WOODEN POST FOR DH6702'A SIGN 'NOT A THROUGH STREET', IN THE CENTER OF A 4-FT-WIDE (1.2 M) DH6702'SIDEWALK ON THE NORTHWEST SIDE OF THE BRIDGE, 1.9 FT (0.6 M) WEST OF DH6702'THE EAST EDGE OF SIDEWALK, AND 0.8 FT (0.24 M) NORTH OF THE JOINT DH6702'BETWEEN THE ABUTMENT AND BRIDGE DECKING. IT IS 2.1 FT (0.63 M) EAST DH6702'OF THE BRIDGE RAIL MARKED WITH A WITNESS STICKER, AND 160.6 FT (48.76 DH6702'M) NORTHNORTHEAST OF A POWER POLE WITH DUAL TRANSFORMERS. THIS DH6702'STATION WAS OBSERVED IN THE SAN SIMEON POST-EARTHQUAKE AND HEIGHT DH6702'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV0048 *********************************************************************** FV0048 HT_MOD - This is a Height Modernization Survey Station. 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(1998)- 35 34 28.72507(N) 120 43 51.13250(W) ADJUSTED FV0048* NAVD 88 - 283.27 (meters) 929.4 (feet) GPS OBS FV0048 ___________________________________________________________________ FV0048 EPOCH DATE - 2004.50 FV0048 X - -2,654,063.617 (meters) COMP FV0048 Y - -4,464,471.459 (meters) COMP FV0048 Z - 3,690,052.270 (meters) COMP FV0048 LAPLACE CORR- -1.04 (seconds) DEFLEC99 FV0048 ELLIP HEIGHT- 249.12 (meters) (06/30/05) GPS OBS FV0048 GEOID HEIGHT- -34.12 (meters) GEOID03 FV0048 FV0048 HORZ ORDER - B FV0048 VERT ORDER - THIRD (See Below) FV0048 ELLP ORDER - FOURTH CLASS I FV0048 FV0048.The horizontal coordinates were established by GPS observations FV0048.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV0048.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV0048.DATUM ITEM on the data sheet items page. 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 using precise GPS observation and FV0048.processing techniques. 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 - 733,503.633 1,752,483.435 MT 1.00002532 -1 33 23.9 FV0048;SPC CA 5 - 2,406,503.17 5,749,606.07 sFT 1.00002532 -1 33 23.9 FV0048;UTM 10 - 3,939,141.621 705,621.370 MT 1.00012105 +1 19 14.0 FV0048 FV0048! - Elev Factor x Scale Factor = Combined Factor FV0048!SPC CA 5 - 0.99996090 x 1.00002532 = 0.99998622 FV0048!UTM 10 - 0.99996090 x 1.00012105 = 1.00008195 FV0048 FV0048 SUPERSEDED SURVEY CONTROL FV0048 FV0048 NAD 83(1992)- 35 34 28.71219(N) 120 43 51.11816(W) AD(1991.35) 1 FV0048 NAD 83(1992)- 35 34 28.71213(N) 120 43 51.11820(W) AD(1991.35) 1 FV0048 ELLIP H (08/05/94) 249.25 (m) GP(1991.35) 4 2 FV0048 NGVD 29 (08/19/04) 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: 10SGE0562139142(NAD 83) FV0048_MARKER: DB = BENCH MARK DISK FV0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV0048_SP_SET: CONCRETE POST 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 19, 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 HISTORY - 20040519 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. FV0048 FV0048 STATION RECOVERY (2004) FV0048 FV0048'RECOVERY NOTE BY CALTRANS 2004 (MEI) FV0048'RECOVERED AS DESCRIBED WITH THE FOLLOWING NOTES AND CORRECTIONS. THE FV0048'STATION IS JUST WEST OF THE DRIVEWAY TO SUNDANCE VINEYARDS (AND FV0048'DELLAGANNA RESIDENCE). THE STATION IS 10.5 FT SOUTHEAST (NOT FV0048'NORTHEAST) OF THE ANGLE POINT OF THE BARBED WIRE FENCE), 3.7 FT NORTH FV0048'(NOT WEST) OF A GUY WIRE, AND 2.1 FT SOUTH (NOT SE) OF A CARSONITE FV0048'WITNESS POST. BECAUSE OF THE GUY WIRE, A FIXED HEIGHT POLE CANNOT BE FV0048'USED THIS STATION WAS OBSERVED IN THE SAN SIMEON POST-EARTHQUAKE AND FV0048'HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6703 *********************************************************************** DH6703 HT_MOD - This is a Height Modernization Survey Station. DH6703 DESIGNATION - YORK DH6703 PID - DH6703 DH6703 STATE/COUNTY- CA/SAN LUIS OBISPO DH6703 USGS QUAD - YORK MOUNTAIN (1979) DH6703 DH6703 *CURRENT SURVEY CONTROL DH6703 ___________________________________________________________________ DH6703* NAD 83(1998)- 35 32 05.18176(N) 120 50 46.05746(W) ADJUSTED DH6703* NAVD 88 - 384.25 (meters) 1260.7 (feet) GPS OBS DH6703 ___________________________________________________________________ DH6703 EPOCH DATE - 2004.50 DH6703 X - -2,664,400.164 (meters) COMP DH6703 Y - -4,461,402.632 (meters) COMP DH6703 Z - 3,686,511.621 (meters) COMP DH6703 LAPLACE CORR- 1.55 (seconds) DEFLEC99 DH6703 ELLIP HEIGHT- 350.03 (meters) (06/30/05) GPS OBS DH6703 GEOID HEIGHT- -34.19 (meters) GEOID03 DH6703 DH6703 HORZ ORDER - B DH6703 ELLP ORDER - FOURTH CLASS I DH6703 DH6703.The horizontal coordinates were established by GPS observations DH6703.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6703.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6703.DATUM ITEM on the data sheet items page. DH6703.The horizontal coordinates are valid at the epoch date displayed above. DH6703.The epoch date for horizontal control is a decimal equivalence DH6703.of Year/Month/Day. DH6703 DH6703.The orthometric height was determined by GPS observations and a DH6703.high-resolution geoid model using precise GPS observation and DH6703.processing techniques. DH6703 DH6703.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6703 DH6703.The Laplace correction was computed from DEFLEC99 derived deflections. DH6703 DH6703.The ellipsoidal height was determined by GPS observations DH6703.and is referenced to NAD 83. DH6703 DH6703.The geoid height was determined by GEOID03. DH6703 DH6703; North East Units Scale Factor Converg. DH6703;SPC CA 5 - 729,371.162 1,741,914.433 MT 1.00001556 -1 37 20.4 DH6703;SPC CA 5 - 2,392,945.22 5,714,930.94 sFT 1.00001556 -1 37 20.4 DH6703;UTM 10 - 3,934,483.736 695,272.239 MT 1.00006992 +1 15 08.0 DH6703 DH6703! - Elev Factor x Scale Factor = Combined Factor DH6703!SPC CA 5 - 0.99994506 x 1.00001556 = 0.99996062 DH6703!UTM 10 - 0.99994506 x 1.00006992 = 1.00001498 DH6703 DH6703 SUPERSEDED SURVEY CONTROL DH6703 DH6703.No superseded survey control is available for this station. DH6703 DH6703_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE9527234484(NAD 83) DH6703_MARKER: DD = SURVEY DISK DH6703_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) DH6703_STAMPING: YORK 2004 DH6703_MARK LOGO: CSRC DH6703_PROJECTION: FLUSH DH6703_MAGNETIC: N = NO MAGNETIC MATERIAL DH6703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6703+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004 DH6703_ROD/PIPE-DEPTH: 3.4 meters DH6703_SLEEVE-DEPTH : 0.6 meters DH6703 DH6703 HISTORY - Date Condition Report By DH6703 HISTORY - 20040701 MONUMENTED CADT DH6703 DH6703 STATION DESCRIPTION DH6703 DH6703'DESCRIBED BY CALTRANS 2004 (RBM) DH6703'STATION IS ON HWY 46, GREEN VALLEY ROAD, ABOUT HALFWAY BETWEEN PASO DH6703'ROBLES AND CAMBRIA, LESS THAN 1 MI EAST OF SANTA ROSA CREEK ROAD. TO DH6703'REACH THE STATION FROM THE INTERSECTION OF HWY 1 AND HWY 46 IN DH6703'CAMBRIA/HARMONY, DRIVE 11.4 MI EAST ON HWY 46 TO THE INTERSECTION DH6703'WITH SANTA ROSA CREEK RD TO THE NORTH (LEFT) AND OLD CREEK RD TO THE DH6703'SOUTH (RIGHT). CONTINUE EAST ON HWY 46 FOR 0.8 MI TO THE STATION ON DH6703'THE RIGHT (SOUTH) AT POSTMILE 12.24. LIKEWISE, TO REACH THE STATION DH6703'FROM THE INTERSECTION OF HWY 101/HWY 46 IN PASO ROBLES/TEMPLETON, DH6703'DRIVE 9.7 MI WESTSOUTHWEST ON HWY 46 TO APPLE ROAD, A SIDE RD LEFT DH6703'(SOUTH). CONTINUE ON HWY 46 WEST FOR 0.05 MI TO ST STEPHENS WAY, A DH6703'SIDE RD RIGHT (NORTH). CONTINUE FOR 0.05 MI WEST TO THE STATION ON DH6703'THE LEFT (SOUTH). THE STATION IS ON TOP OF A CUT BANK, 23.5 M SOUTH DH6703'OF THE CL OF HWY 46, 27.1 M NORTHEASTERLY FROM AN ELECTRIC JUNCTION DH6703'POLE WITH 2 GUY ANCHORS, 12.2 M SOUTH OF THE EDGE OF THE CUT BANK, DH6703'AND 1.3 M NORTHERLY FROM A CARSONITE WITNESS POST AND 5 STRAND BARBED DH6703'WIRE FENCE. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DH6703'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS SHOULD OBTAIN DH6703'AN ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO DH6703'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DH6703'SAN LUIS OBISPO AT (805) 549-3152. THIS STATION WAS OBSERVED IN THE DH6703'SAN SIMEON POST-EARTHQUAKE AND HEIGHT MODERNIZATION SURVEY, A CSRC DH6703'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FV0091 *********************************************************************** FV0091 HT_MOD - This is a Height Modernization Survey Station. FV0091 DESIGNATION - Z 154 FV0091 PID - FV0091 FV0091 STATE/COUNTY- CA/SAN LUIS OBISPO FV0091 USGS QUAD - PASO ROBLES (1979) FV0091 FV0091 *CURRENT SURVEY CONTROL FV0091 ___________________________________________________________________ FV0091* NAD 83(1998)- 35 41 47.24619(N) 120 41 31.65242(W) ADJUSTED FV0091* NAVD 88 - 206.53 (meters) 677.6 (feet) GPS OBS FV0091 ___________________________________________________________________ FV0091 EPOCH DATE - 2004.50 FV0091 X - -2,646,992.847 (meters) COMP FV0091 Y - -4,459,440.022 (meters) COMP FV0091 Z - 3,700,992.340 (meters) COMP FV0091 LAPLACE CORR- -0.53 (seconds) DEFLEC99 FV0091 ELLIP HEIGHT- 172.45 (meters) (06/30/05) GPS OBS FV0091 GEOID HEIGHT- -34.05 (meters) GEOID03 FV0091 DYNAMIC HT - 206.34 (meters) 677.0 (feet) COMP FV0091 MODELED GRAV- 979,705.9 (mgal) NAVD 88 FV0091 FV0091 HORZ ORDER - B FV0091 VERT ORDER - FIRST CLASS I (See Below) FV0091 ELLP ORDER - FOURTH CLASS I FV0091 FV0091.The horizontal coordinates were established by GPS observations FV0091.and adjusted by the GEODETIC SOLUTIONS in June 2005. FV0091.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FV0091.DATUM ITEM on the data sheet items page. FV0091.The horizontal coordinates are valid at the epoch date displayed above. FV0091.The epoch date for horizontal control is a decimal equivalence FV0091.of Year/Month/Day. FV0091 FV0091.The orthometric height was determined by GPS observations and a FV0091.high-resolution geoid model using precise GPS observation and FV0091.processing techniques. It supersedes the leveled height previously FV0091.determined for this station. FV0091.WARNING-GPS observations at this control monument resulted in a GPS FV0091.derived orthometric height which differed from the leveled height by FV0091.more than one decimeter (0.1 meter). FV0091.The vertical order pertains to the first NAVD 88 superseded value. FV0091 FV0091.The X, Y, and Z were computed from the position and the ellipsoidal ht. FV0091 FV0091.The Laplace correction was computed from DEFLEC99 derived deflections. FV0091 FV0091.The ellipsoidal height was determined by GPS observations FV0091.and is referenced to NAD 83. FV0091 FV0091.The geoid height was determined by GEOID03. FV0091 FV0091.The dynamic height is computed by dividing the NAVD 88 FV0091.geopotential number by the normal gravity value computed on the FV0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FV0091.degrees latitude (g = 980.6199 gals.). FV0091 FV0091.The modeled gravity was interpolated from observed gravity values. FV0091 FV0091; North East Units Scale Factor Converg. FV0091;SPC CA 5 - 746,919.868 1,756,356.201 MT 1.00005818 -1 32 04.4 FV0091;SPC CA 5 - 2,450,519.60 5,762,311.97 sFT 1.00005818 -1 32 04.4 FV0091;UTM 10 - 3,952,736.656 708,815.576 MT 1.00013735 +1 20 49.6 FV0091 FV0091! - Elev Factor x Scale Factor = Combined Factor FV0091!SPC CA 5 - 0.99997293 x 1.00005818 = 1.00003111 FV0091!UTM 10 - 0.99997293 x 1.00013735 = 1.00011028 FV0091 FV0091 SUPERSEDED SURVEY CONTROL FV0091 FV0091 NAVD 88 (06/15/91) 206.635 (m) 677.93 (f) ADJUSTED 1 1 FV0091 NGVD 29 (??/??/??) 205.706 (m) 674.89 (f) ADJUSTED 1 1 FV0091 FV0091.Superseded values are not recommended for survey control. FV0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FV0091.See file dsdata.txt to determine how the superseded data were derived. FV0091 FV0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE0881652737(NAD 83) FV0091_MARKER: DB = BENCH MARK DISK FV0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FV0091_SP_SET: CONCRETE POST FV0091_STAMPING: Z 154 1933 FV0091_MARK LOGO: CGS FV0091_MAGNETIC: N = NO MAGNETIC MATERIAL FV0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FV0091+STABILITY: SURFACE MOTION FV0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FV0091+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004 FV0091 FV0091 HISTORY - Date Condition Report By FV0091 HISTORY - 1933 MONUMENTED CGS FV0091 HISTORY - UNK GOOD AMS FV0091 HISTORY - 1968 GOOD NGS FV0091 HISTORY - 19890130 GOOD NGS FV0091 HISTORY - 20040517 GOOD NGS FV0091 FV0091 STATION DESCRIPTION FV0091 FV0091'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) UNK FV0091'RECOVERED IN GOOD CONDITION. FV0091 FV0091 STATION RECOVERY (1968) FV0091 FV0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 FV0091'5.3 MI N FROM PASO ROBLES. FV0091'5.3 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM FV0091'THE STATION AT PASO ROBLES, AT WELLSONA SIDING, AT THE CROSSING FV0091'OF A ROAD, 65.2 FEET WEST OF THE WEST RAIL OF THE WEST TRACK, FV0091'99 1/2 FEET WEST-NORTHWEST AND ACROSS THE TRACK FROM MILEPOLE FV0091'211, 71 FEET NORTH OF THE CENTER LINE OF THE ROAD, 39.5 FEET FV0091'WEST-NORTHWEST OF A TELEPHONE POLE WITH A GUY WIRE, 1.8 FEET FV0091'EAST OF A FENCE, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET FV0091'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST FV0091'PROJECTING 0.2 FOOT ABOVE THE GROUND. FV0091 FV0091 STATION RECOVERY (1989) FV0091 FV0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 FV0091'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. DELETE--99 FV0091'1/2 FEET WEST-NORTHWEST AND ACROSS THE TRACK FROM MILEPOLE 211. FV0091'CHANGE--CROSSING OF A ROAD, TO CROSSING OF WELLSONIA ROAD. FV0091 FV0091 STATION RECOVERY (2004) FV0091 FV0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (MEI) FV0091'THE STATION IS ABOUT 5 MI NORTH OF PASO ROBLES. TO REACH THE STATION FV0091'FROM HWY 101 AND 46 EAST IN PASO ROBLES, DRIVE NORTH ON HWY 101 FOR FV0091'2.0 MI TO THE MONTEREY RD EXIT. EXIT TO THE EAST AND DRIVE NORTH ON FV0091'MONTEREY RD WHICH PARALLELS HWY 101. DRIVE NORTH FOR 1.2 MI TO FV0091'EXLINE RD, WHICH IS ALSO A HWY 101 EXIT. CONTINUE NORTH ON MONTEREY FV0091'RD FOR 1.0 MI TO WELLSONA RD. TURN RIGHT (EAST) ON WELLSONA RD AND FV0091'DRIVE FOR 0.1 MI TO THE STATION ON THE LEFT. TURN LEFT ON A DIRT FV0091'TRACK WEST OF (BEFORE) THE RR TRACKS AND THE STATION ON THE LEFT. THE FV0091'MEASUREMENTS FROM THE 1968 RECOVERY NOTE APPEAR TO BE CORRECT. THIS FV0091'STATION WAS OBSERVED IN THE SAN SIMEON POST-EARTHQUAKE AND HEIGHT FV0091'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FU1428 *********************************************************************** FU1428 HT_MOD - This is a Height Modernization Survey Station. 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 00.45360(N) 119 50 36.59608(W) ADJUSTED FU1428* NAVD 88 - 848.18 (meters) 2782.7 (feet) GPS OBS FU1428 ___________________________________________________________________ FU1428 EPOCH DATE - 2004.50 FU1428 X - -2,592,558.246 (meters) COMP FU1428 Y - -4,518,903.191 (meters) COMP FU1428 Z - 3,668,580.618 (meters) COMP FU1428 LAPLACE CORR- 0.38 (seconds) DEFLEC99 FU1428 ELLIP HEIGHT- 814.31 (meters) (06/30/05) GPS OBS FU1428 GEOID HEIGHT- -33.83 (meters) GEOID03 FU1428 DYNAMIC HT - 847.26 (meters) 2779.7 (feet) COMP FU1428 MODELED GRAV- 979,528.1 (mgal) NAVD 88 FU1428 OBS GRAVITY - 979,528.1 (mgal) GRAV_OBS FU1428 FU1428 HORZ ORDER - B FU1428 VERT ORDER - THIRD (See Below) FU1428 ELLP ORDER - FOURTH 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 GEODETIC SOLUTIONS in June 2005. 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 GPS observations and a FU1428.high-resolution geoid model using precise GPS observation and FU1428.processing techniques. It supersedes the leveled height previously FU1428.determined for this station. FU1428.The vertical order pertains to the first NAVD 88 superseded value. 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 - 704,918.659 1,832,409.742 MT 0.99997368 -1 03 02.9 FU1428;SPC CA 5 - 2,312,720.63 6,011,830.96 sFT 0.99997368 -1 03 02.9 FU1428;UTM 11 - 3,913,734.272 241,547.649 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 = 1.00029542 FU1428 FU1428 SUPERSEDED SURVEY CONTROL FU1428 FU1428 NAD 83(1998)- 35 20 00.44938(N) 119 50 36.59146(W) AD(1998.50) A FU1428 ELLIP H (04/06/00) 814.33 (m) GP(1998.50) 3 1 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 (06/15/91) 848.114 (m) 2782.52 (f) ADJUSTED 1 1 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_SP_SET: CONCRETE POST 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 - September 21, 2004 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 HISTORY - 20040921 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. FU1428 FU1428 STATION RECOVERY (2004) FU1428 FU1428'RECOVERY NOTE BY CALTRANS 2004 (RF) FU1428'RECOVERED AS DESCRIBED. THIS STATION WAS OBSERVED IN THE SAN SIMEON FU1428'POST-EARTHQUAKE AND HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. IT FU1428'WAS OBSERVED A FEW DAYS BEFORE (COINCIDENTALLY) AND A FEW DAYS AFTER FU1428'THE PARKFIELD 28 SEPT 04 EARTHQUAKE.