1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DZ1339 *********************************************************************** DZ1339 DESIGNATION - CLARK DZ1339 PID - DZ1339 DZ1339 STATE/COUNTY- CA/SANTA BARBARA DZ1339 USGS QUAD - ORCUTT (1978) DZ1339 DZ1339 *CURRENT SURVEY CONTROL DZ1339 ___________________________________________________________________ DZ1339* NAD 83(1992)- 34 51 55.13673(N) 120 23 51.64444(W) ADJUSTED DZ1339* NAVD 88 - 174.8 (meters) 573. (feet) GPS OBS DZ1339 ___________________________________________________________________ DZ1339 EPOCH DATE - 1991.35 DZ1339 X - -2,650,976.941 (meters) COMP DZ1339 Y - -4,518,900.200 (meters) COMP DZ1339 Z - 3,625,696.916 (meters) COMP DZ1339 LAPLACE CORR- 3.34 (seconds) DEFLEC99 DZ1339 ELLIP HEIGHT- 139.35 (meters) (06/24/96) GPS OBS DZ1339 GEOID HEIGHT- -35.52 (meters) GEOID03 DZ1339 DZ1339 HORZ ORDER - FIRST DZ1339 ELLP ORDER - FOURTH CLASS I DZ1339 DZ1339.The horizontal coordinates were established by GPS observations DZ1339.and adjusted by the National Geodetic Survey in June 1996. DZ1339.The horizontal coordinates are valid at the epoch date displayed above. DZ1339.The epoch date for horizontal control is a decimal equivalence DZ1339.of Year/Month/Day. DZ1339 DZ1339.The orthometric height was determined by GPS observations and a DZ1339.high-resolution geoid model. DZ1339 DZ1339.The X, Y, and Z were computed from the position and the ellipsoidal ht. DZ1339 DZ1339.The Laplace correction was computed from DEFLEC99 derived deflections. DZ1339 DZ1339.The ellipsoidal height was determined by GPS observations DZ1339.and is referenced to NAD 83. DZ1339 DZ1339.The geoid height was determined by GEOID03. DZ1339 DZ1339; North East Units Scale Factor Converg. DZ1339;SPC CA 5 - 654,062.242 1,780,799.658 MT 0.99992411 -1 22 00.1 DZ1339;SPC CA 5 - 2,145,869.21 5,842,506.88 sFT 0.99992411 -1 22 00.1 DZ1339;UTM 10 - 3,861,196.690 737,883.106 MT 1.00029750 +1 29 17.9 DZ1339 DZ1339! - Elev Factor x Scale Factor = Combined Factor DZ1339!SPC CA 5 - 0.99997813 x 0.99992411 = 0.99990224 DZ1339!UTM 10 - 0.99997813 x 1.00029750 = 1.00027562 DZ1339 DZ1339: Primary Azimuth Mark Grid Az DZ1339:SPC CA 5 - KING 159 47 57.9 DZ1339:UTM 10 - KING 156 56 39.9 DZ1339 DZ1339|---------------------------------------------------------------------| DZ1339| PID Reference Object Distance Geod. Az | DZ1339| dddmmss.s | DZ1339| CB9837 CLARK RM 1 4.220 METERS 06635 | DZ1339| DZ1338 KING APPROX. 3.6 KM 1582557.8 | DZ1339| CB9838 CLARK RM 2 4.607 METERS 28400 | DZ1339|---------------------------------------------------------------------| DZ1339 DZ1339 SUPERSEDED SURVEY CONTROL DZ1339 DZ1339 NAD 83(1992)- 34 51 55.13680(N) 120 23 51.64446(W) AD(1991.35) 1 DZ1339 ELLIP H (08/05/94) 139.35 (m) GP(1991.35) 4 2 DZ1339 NAD 83(1986)- 34 51 55.13876(N) 120 23 51.62841(W) AD(1984.00) 2 DZ1339 NAD 27 - 34 51 55.20843(N) 120 23 48.05674(W) AD( ) 2 DZ1339 NGVD 29 (07/19/86) 193.7 (m) 635. (f) VERT ANG DZ1339 DZ1339.Superseded values are not recommended for survey control. DZ1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ1339.See file dsdata.txt to determine how the superseded data were derived. DZ1339 DZ1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD3788361197(NAD 83) DZ1339_MARKER: DD = SURVEY DISK DZ1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DZ1339_SP_SET: CONCRETE POST DZ1339_STAMPING: CLARK 1974 DZ1339_MARK LOGO: CADH DZ1339_MAGNETIC: N = NO MAGNETIC MATERIAL DZ1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ1339+STABILITY: SURFACE MOTION DZ1339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DZ1339+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005 DZ1339 DZ1339 HISTORY - Date Condition Report By DZ1339 HISTORY - 1974 MONUMENTED CADT DZ1339 HISTORY - 1974 GOOD CADT DZ1339 HISTORY - 19930521 GOOD CADT DZ1339 HISTORY - 20030403 GOOD CADT DZ1339 HISTORY - 20040501 GOOD CADT DZ1339 HISTORY - 20050712 GOOD INDIV DZ1339 DZ1339 STATION DESCRIPTION DZ1339 DZ1339'DESCRIBED BY CALTRANS 1974 (LDK) DZ1339'THIS STATION IS LOCATED APPROXIMATELY 2.7 MILES, AIRLINE, DZ1339'EAST OF THE TOWN OF ORCUTT ON THE SOUTH SIDE OF CLARK AVENUE DZ1339'APPROXIMATELY 330 FEET WEST OF THE SOUTHWEST END OF THE CLARK DZ1339'AVENUE OVERCROSSING BRIDGE AT STATE HIGHWAY 101. DZ1339' DZ1339'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ORCUTT AT DZ1339'FIRST STREET AND UNION AVENUE, GO 1 BLOCK NORTHERLY ON FIRST DZ1339'STREET TO CLARK AVENUE. TURN RIGHT, EASTERLY ON CLARK FOR DZ1339'2.77 MILES TO THE STATION ON THE RIGHT. DZ1339' DZ1339'STATION MARKS ARE STANDARD CALIFORNIA DIVISION OF HIGHWAYS DZ1339'3-5/8 INCH BRASS DISKS STAMPED CLARK 1974. THE SURFACE DZ1339'MARK IS SET IN THE TOP OF A 14-INCH CONCRETE CYLINDER WHICH DZ1339'IS FLUSH WITH THE GROUND, 38 FEET SOUTH OF THE CENTERLINE ON DZ1339'CLARK AVENUE AND 58 FEET WEST OF THE END OF GUARDRAIL. THE DZ1339'UNDERGROUND MARK IS SET IN CONCRETE 48 INCHES BELOW THE SURFACE. DZ1339' DZ1339'REFERENCE MARK NO. 1, A STANDARD CALIFORNIA DIVISION OF DZ1339'HIGHWAYS 3-5/8 INCH BRASS DISK STAMPED CLARK NO. 1 1974 IS DZ1339'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS FLUSH DZ1339'WITH THE GROUND, 1 FOOT ABOVE THE STATION AND 2 FEET BACK OF DZ1339'THE DIKE. DZ1339' DZ1339'REFERENCE MARK NO. 2, A STANDARD CALIFORNIA DIVISION OF DZ1339'HIGHWAYS 3-5/8 INCH BRASS DISK STAMPED CLARK NO. 2 1974, DZ1339'IS SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS DZ1339'FLUSH WITH THE GROUND, 0.5 FOOT BELOW THE STATION AND 2 FEET DZ1339'BACK OF THE DIKE. DZ1339' DZ1339'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS. DZ1339 DZ1339 STATION RECOVERY (1974) DZ1339 DZ1339'RECOVERY NOTE BY CALTRANS 1974 DZ1339'RECOVERED IN GOOD CONDITION. DZ1339 DZ1339 STATION RECOVERY (1993) DZ1339 DZ1339'RECOVERY NOTE BY CALTRANS 1993 DZ1339'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AS DZ1339'DESCRIBED WITH THE FOLLOWING REVISIONS. DZ1339'$ DZ1339'THE STATION IS 3.0 FT (0.9 M) EAST OF A METAL WITNESS POST, 1.7 FT DZ1339'(0.5 M) NORTH OF A CARSONITE WITNESS POST, AND ABOUT 1.5 FT (0.5 M) DZ1339'LOWER THAN THE ROADWAY. DZ1339'$ DZ1339'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION DZ1339'SURVEY. DZ1339 DZ1339 STATION RECOVERY (2003) DZ1339 DZ1339'RECOVERY NOTE BY CALTRANS 2003 DZ1339'RECOVERED IN GOOD CONDITION. DZ1339 DZ1339 STATION RECOVERY (2004) DZ1339 DZ1339'RECOVERY NOTE BY CALTRANS 2004 DZ1339'RECOVERED IN GOOD CONDITION. DZ1339 DZ1339 STATION RECOVERY (2005) DZ1339 DZ1339'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JBB) DZ1339'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DZ0264 *********************************************************************** DZ0264 DESIGNATION - J 528 DZ0264 PID - DZ0264 DZ0264 STATE/COUNTY- CA/SANTA BARBARA DZ0264 USGS QUAD - LOS ALAMOS (1974) DZ0264 DZ0264 *CURRENT SURVEY CONTROL DZ0264 ___________________________________________________________________ DZ0264* NAD 83(1986)- 34 44 43. (N) 120 17 16. (W) SCALED DZ0264* NAVD 88 - 167.39 (+/-2cm) 549.2 (feet) VERTCON DZ0264 ___________________________________________________________________ DZ0264 GEOID HEIGHT- -35.54 (meters) GEOID03 DZ0264 DZ0264 VERT ORDER - FIRST CLASS II (See Below) DZ0264 DZ0264.The horizontal coordinates were scaled from a topographic map and have DZ0264.an estimated accuracy of +/- 6 seconds. DZ0264 DZ0264.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0264.The vertical order pertains to the NGVD 29 superseded value. DZ0264 DZ0264.The geoid height was determined by GEOID03. DZ0264 DZ0264; North East Units Estimated Accuracy DZ0264;SPC CA 5 - 640,520. 1,790,540. MT (+/- 180 meters Scaled) DZ0264 DZ0264 SUPERSEDED SURVEY CONTROL DZ0264 DZ0264 NGVD 29 (??/??/92) 166.580 (m) 546.52 (f) ADJ UNCH 1 2 DZ0264 DZ0264.Superseded values are not recommended for survey control. DZ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0264.See file dsdata.txt to determine how the superseded data were derived. DZ0264 DZ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD482481(NAD 83) DZ0264_MARKER: DB = BENCH MARK DISK DZ0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DZ0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT DZ0264_STAMPING: J 528 1956 DZ0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ0264+STABILITY: SURFACE MOTION DZ0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DZ0264+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005 DZ0264 DZ0264 HISTORY - Date Condition Report By DZ0264 HISTORY - 1956 MONUMENTED CGS DZ0264 HISTORY - 1975 GOOD DOD DZ0264 HISTORY - 1977 GOOD NGS DZ0264 HISTORY - 20040224 GOOD INDIV DZ0264 HISTORY - 20050712 GOOD INDIV DZ0264 DZ0264 STATION DESCRIPTION DZ0264 DZ0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 DZ0264'0.6 MI W FROM LOS ALAMOS. DZ0264'0.6 MILE WEST ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT DZ0264'LOS ALAMOS, AT THE Y JUNCTION OF STATE HIGHWAY 2, 86.3 FEET DZ0264'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 101, 46 1/2 FEET DZ0264'SOUTHEAST OF THE SOUTH END OF A WHITE BOARD GATE, 40.5 FEET DZ0264'NORTH OF THE CENTER LINE OF STATE HIGHWAY 2, 7.7 FEET EAST OF A DZ0264'POWER LINE POLE WITH A GUY WIRE, 1.8 FEET WEST OF A WITNESS DZ0264'POST, ABOUT 1/2 FOOT HIGHER THAN STATE HIGHWAY 2, AND SET IN DZ0264'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. DZ0264 DZ0264 STATION RECOVERY (1975) DZ0264 DZ0264'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975 DZ0264'RECOVERED IN GOOD CONDITION. DZ0264 DZ0264 STATION RECOVERY (1977) DZ0264 DZ0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 DZ0264'0.6 WEST ALONG STATE HIGHWAY 135 FROM POST OFFICE AT LOS ALAMOS DZ0264'AT THE Y-JUNCTION OF BELL STREET, 40.5 FT. NORTH OF THE CENTER LINE DZ0264'OF STATE HIGHWAY 135, 86.6 FT. SOUTHWEST OF THE CENTER LINE OF BELL DZ0264'STREET, 46.5 FT. SOUTHEAST OF THE SOUTH END OF A GATE, 37.3 FT. EAST DZ0264'OF A WOODEN FENCE, 7.5 FT. EAST OF A POWER LINE POLE WITH A DZ0264'TRANSFORMER DZ0264 DZ0264 STATION RECOVERY (2004) DZ0264 DZ0264'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JBB) DZ0264'0.6 MI. WEST ALONG BELL STREET FROM THE POST OFFICE AT LOS ALAMOS, AT DZ0264'THE WYE JUNCTION OF BELL STREET WITH STATE HIGHWAY 135, 86.3 FT DZ0264' DZ0264'SOUTHWEST OF THE CENTERLINE OF BELL STREET, 40.5 FT NORTH OF THE DZ0264'CENTERLINE OF STATE HIGHWAY 135, 7.7 FT EAST OF A POWER POLE WITH A DZ0264' DZ0264'GUY WIRE, 1.0 FOOT WEST OF A METAL POST WITH SURVEY MARK SIGN, IN A DZ0264'LARGE PATCH OF ICE PLANT, ABOUT 1/2 FOOT HIGHER THAN STATE HIGHWAY DZ0264'135, AND SET IN THE TOP OF A CONCRETE POST BURIED ABOUT 0.5 FOOT DZ0264 DZ0264 STATION RECOVERY (2005) DZ0264 DZ0264'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JBB) DZ0264'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DZ1271 *********************************************************************** DZ1271 DESIGNATION - YOUNG DZ1271 PID - DZ1271 DZ1271 STATE/COUNTY- CA/SANTA BARBARA DZ1271 USGS QUAD - LOS ALAMOS (1974) DZ1271 DZ1271 *CURRENT SURVEY CONTROL DZ1271 ___________________________________________________________________ DZ1271* NAD 83(1992)- 34 44 19.03689(N) 120 15 55.29341(W) ADJUSTED DZ1271* NAVD 88 - 185.3 (meters) 608. (feet) GPS OBS DZ1271 ___________________________________________________________________ DZ1271 EPOCH DATE - 1991.35 DZ1271 X - -2,644,581.314 (meters) COMP DZ1271 Y - -4,531,946.352 (meters) COMP DZ1271 Z - 3,614,161.552 (meters) COMP DZ1271 LAPLACE CORR- 2.83 (seconds) DEFLEC99 DZ1271 ELLIP HEIGHT- 149.77 (meters) (06/24/96) GPS OBS DZ1271 GEOID HEIGHT- -35.51 (meters) GEOID03 DZ1271 DZ1271 HORZ ORDER - FIRST DZ1271 ELLP ORDER - FOURTH CLASS I DZ1271 DZ1271.The horizontal coordinates were established by GPS observations DZ1271.and adjusted by the National Geodetic Survey in June 1996. DZ1271.The horizontal coordinates are valid at the epoch date displayed above. DZ1271.The epoch date for horizontal control is a decimal equivalence DZ1271.of Year/Month/Day. DZ1271 DZ1271.The orthometric height was determined by GPS observations and a DZ1271.high-resolution geoid model. DZ1271 DZ1271.The X, Y, and Z were computed from the position and the ellipsoidal ht. DZ1271 DZ1271.The Laplace correction was computed from DEFLEC99 derived deflections. DZ1271 DZ1271.The ellipsoidal height was determined by GPS observations DZ1271.and is referenced to NAD 83. DZ1271 DZ1271.The geoid height was determined by GEOID03. DZ1271 DZ1271; North East Units Scale Factor Converg. DZ1271;SPC CA 5 - 639,731.213 1,792,577.760 MT 0.99992215 -1 17 28.6 DZ1271;SPC CA 5 - 2,098,851.49 5,881,148.87 sFT 0.99992215 -1 17 28.6 DZ1271;UTM 10 - 3,847,463.950 750,364.996 MT 1.00037265 +1 33 32.8 DZ1271 DZ1271! - Elev Factor x Scale Factor = Combined Factor DZ1271!SPC CA 5 - 0.99997649 x 0.99992215 = 0.99989864 DZ1271!UTM 10 - 0.99997649 x 1.00037265 = 1.00034913 DZ1271 DZ1271: Primary Azimuth Mark Grid Az DZ1271:SPC CA 5 - ALISOS 106 57 57.5 DZ1271:UTM 10 - ALISOS 104 06 56.1 DZ1271 DZ1271|---------------------------------------------------------------------| DZ1271| PID Reference Object Distance Geod. Az | DZ1271| dddmmss.s | DZ1271| CC2145 YOUNG RM 2 4.598 METERS 07414 | DZ1271| DZ1269 ALISOS APPROX. 2.8 KM 1054028.9 | DZ1271| CC2144 YOUNG RM 1 4.524 METERS 30117 | DZ1271|---------------------------------------------------------------------| DZ1271 DZ1271 SUPERSEDED SURVEY CONTROL DZ1271 DZ1271 NAD 83(1992)- 34 44 19.03692(N) 120 15 55.29342(W) AD(1991.35) 1 DZ1271 ELLIP H (08/05/94) 149.77 (m) GP(1991.35) 4 2 DZ1271 NAD 83(1986)- 34 44 19.04073(N) 120 15 55.27712(W) AD(1984.00) 2 DZ1271 NAD 27 - 34 44 19.10574(N) 120 15 51.71851(W) AD( ) 2 DZ1271 NGVD 29 (07/19/86) 184.1 (m) 604. (f) VERT ANG DZ1271 DZ1271.Superseded values are not recommended for survey control. DZ1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ1271.See file dsdata.txt to determine how the superseded data were derived. DZ1271 DZ1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD5036547464(NAD 83) DZ1271_MARKER: DD = SURVEY DISK DZ1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DZ1271_SP_SET: CONCRETE POST DZ1271_STAMPING: YOUNG 1974 DZ1271_MARK LOGO: CADH DZ1271_MAGNETIC: N = NO MAGNETIC MATERIAL DZ1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ1271+STABILITY: SURFACE MOTION DZ1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DZ1271+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005 DZ1271 DZ1271 HISTORY - Date Condition Report By DZ1271 HISTORY - 1974 MONUMENTED CADT DZ1271 HISTORY - 1974 GOOD CADT DZ1271 HISTORY - 19930521 GOOD CADT DZ1271 HISTORY - 20030401 GOOD CADT DZ1271 HISTORY - 20030403 GOOD CADT DZ1271 HISTORY - 20050712 GOOD INDIV DZ1271 DZ1271 STATION DESCRIPTION DZ1271 DZ1271'DESCRIBED BY CALTRANS 1974 (LDK) DZ1271'THIS STATION IS LOCATED APPROXIMATELY 1 MILE EAST OF THE CENTER DZ1271'OF LOS ALAMOS ON THE SOUTH SIDE OF STATE HIGHWAY 101 WITHIN THE DZ1271'RIGHT OF WAY. IT IS IN A LEVEL AREA WELL CLEAR OF THE SHOULDER DZ1271'AND NEAR THE P.I. OF A CURVE WHICH CHANGES TANGENT DIRECTION FROM DZ1271'WEST TO NORTH AND IS AT POST MILE 70.5. DZ1271' DZ1271'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LOS ALAMOS AT DZ1271'BELL AND HELENA STREETS, PROCEED EASTERLY ON BELL STREET FOR 0.4 DZ1271'MILE TO MAIN STREET. TURN LEFT ON MAIN FOR 100 FEET TO DZ1271'THE ROUTE 101 SOUTHBOUND ON-RAMP. TURN RIGHT ON THE RAMP, DZ1271'EASTERLY, AND TAKE 101 SOUTHBOUND FOR 0.5 MILE TO THE STATION ON DZ1271'THE RIGHT. DZ1271' DZ1271'STATION MARKS ARE STANDARD CALIFORNIA DIVISION OF HIGHWAYS 3-5/8 DZ1271'INCH BRASS DISKS STAMPED YOUNG 1974. THE SURFACE MARK IS SET IN DZ1271'THE TOP OF A 14-INCH CONCRETE CYLINDER THAT IS FLUSH WITH THE DZ1271'GROUND, 31 FEET SOUTH OF THE CENTER OF THE SOUTHBOUND LANES, 7 DZ1271'FEET NORTH OF THE FENCE AND MARKED BY A METAL POST SET 3 FEET DZ1271'WEST. THE UNDERGROUND MARK IS SET IN CONCRETE 48 INCHES BELOW DZ1271'THE SURFACE. DZ1271' DZ1271'REFERENCE MARK NO. 1, A STANDARD CALIFORNIA DIVISION OF HIGHWAYS DZ1271'3-5/8 INCH BRASS DISK STAMPED YOUNG NO. 1 1974, IS SET IN THE TOP DZ1271'OF A 12-INCH CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND, 1 DZ1271'FOOT NORTH OF THE FENCE AND 1.5 FEET BELOW THE STATION. DZ1271' DZ1271'REFERENCE MARK NO. 2, A STANDARD CALIFORNIA DIVISION OF HIGHWAYS DZ1271'3-5/8 INCH BRASS DISK STAMPED YOUNG NO. 2 1974, IS SET IN THE TOP DZ1271'OF A 12-INCH CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND, 1 DZ1271'FOOT NORTH OF THE FENCE AND 1.5 FEET BELOW THE STATION. DZ1271' DZ1271'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS. DZ1271 DZ1271 STATION RECOVERY (1974) DZ1271 DZ1271'RECOVERY NOTE BY CALTRANS 1974 DZ1271'RECOVERED IN GOOD CONDITION. DZ1271 DZ1271 STATION RECOVERY (1993) DZ1271 DZ1271'RECOVERY NOTE BY CALTRANS 1993 DZ1271'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AS DZ1271'DESCRIBED WITH THE FOLLOWING REVISIONS. DZ1271'$ DZ1271'THE STATION IS 2.4 FT (0.7 M) WEST OF A CARSONITE WITNESS POST AND DZ1271'ABOUT 2 FT (0.6 M) HIGHER THAN THE HIGHWAY. DZ1271'$ DZ1271'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION DZ1271'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DZ1271'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DZ1271'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO DZ1271'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DZ1271'SAN LUIS OBISPO AT (805) 549-3152. DZ1271 DZ1271 STATION RECOVERY (2003) DZ1271 DZ1271'RECOVERY NOTE BY CALTRANS 2003 DZ1271'RECOVERED IN GOOD CONDITION. DZ1271 DZ1271 STATION RECOVERY (2003) DZ1271 DZ1271'RECOVERY NOTE BY CALTRANS 2003 DZ1271'RECOVERED IN GOOD CONDITION. DZ1271 DZ1271 STATION RECOVERY (2005) DZ1271 DZ1271'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JBB) DZ1271'RECOVERED IN GOOD CONDITION.