1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DZ1349 *********************************************************************** DZ1349 DESIGNATION - ALVIN DZ1349 PID - DZ1349 DZ1349 STATE/COUNTY- CA/SANTA BARBARA DZ1349 USGS QUAD - SANTA MARIA (1982) DZ1349 DZ1349 *CURRENT SURVEY CONTROL DZ1349 ___________________________________________________________________ DZ1349* NAD 83(1992)- 34 57 36.53973(N) 120 25 00.47385(W) ADJUSTED DZ1349* NAVD 88 - 75.1 (meters) 246. (feet) GPS OBS DZ1349 ___________________________________________________________________ DZ1349 EPOCH DATE - 1991.35 DZ1349 X - -2,649,394.867 (meters) COMP DZ1349 Y - -4,512,752.334 (meters) COMP DZ1349 Z - 3,634,267.445 (meters) COMP DZ1349 LAPLACE CORR- 4.65 (seconds) DEFLEC99 DZ1349 ELLIP HEIGHT- 39.91 (meters) (08/05/94) GPS OBS DZ1349 GEOID HEIGHT- -35.22 (meters) GEOID99 DZ1349 DZ1349 HORZ ORDER - FIRST DZ1349 ELLP ORDER - FOURTH CLASS II DZ1349 DZ1349.The horizontal coordinates were established by GPS observations DZ1349.and adjusted by the National Geodetic Survey in June 1996. DZ1349.The horizontal coordinates are valid at the epoch date displayed above. DZ1349.The epoch date for horizontal control is a decimal equivalence DZ1349.of Year/Month/Day. DZ1349 DZ1349.The orthometric height was determined by GPS observations and a DZ1349.high-resolution geoid model. DZ1349 DZ1349.The X, Y, and Z were computed from the position and the ellipsoidal ht. DZ1349 DZ1349.The Laplace correction was computed from DEFLEC99 derived deflections. DZ1349 DZ1349.The ellipsoidal height was determined by GPS observations DZ1349.and is referenced to NAD 83. DZ1349 DZ1349.The geoid height was determined by GEOID99. DZ1349 DZ1349; North East Units Scale Converg. DZ1349;SPC CA 5 - 664,621.090 1,779,304.989 MT 0.99992876 -1 22 39.4 DZ1349;SPC CA 5 - 2,180,511.03 5,837,603.12 sFT 0.99992876 -1 22 39.4 DZ1349;UTM 10 - 3,871,671.750 735,863.313 MT 1.00028569 +1 28 51.1 DZ1349 DZ1349: Primary Azimuth Mark Grid Az DZ1349:SPC CA 5 - MARTINEZ 338 45 19.9 DZ1349:UTM 10 - MARTINEZ 335 53 49.4 DZ1349 DZ1349|---------------------------------------------------------------------| DZ1349| PID Reference Object Distance Geod. Az | DZ1349| dddmmss.s | DZ1349| CC1293 ALVIN RM 1 4.059 METERS 05622 | DZ1349| CC1294 ALVIN RM 2 4.313 METERS 30313 | DZ1349| DZ1351 MARTINEZ APPROX. 3.9 KM 3372240.5 | DZ1349|---------------------------------------------------------------------| DZ1349 DZ1349 SUPERSEDED SURVEY CONTROL DZ1349 DZ1349 NAD 83(1992)- 34 57 36.53972(N) 120 25 00.47394(W) AD(1991.35) 1 DZ1349 NAD 83(1986)- 34 57 36.54383(N) 120 25 00.45427(W) AD(1984.00) 2 DZ1349 NAD 27 - 34 57 36.62012(N) 120 24 56.87034(W) AD( ) 2 DZ1349 NGVD 29 - 74.4 (m) 244. (f) VERT ANG DZ1349 DZ1349.Superseded values are not recommended for survey control. DZ1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ1349.See file dsdata.txt to determine how the superseded data were derived. DZ1349 DZ1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD3586371672(NAD 83) DZ1349_MARKER: DD = SURVEY DISK DZ1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DZ1349_STAMPING: ALVIN 1974 DZ1349_MARK LOGO: CADH DZ1349_MAGNETIC: N = NO MAGNETIC MATERIAL DZ1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ1349+STABILITY: SURFACE MOTION DZ1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DZ1349+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003 DZ1349 DZ1349 HISTORY - Date Condition Report By DZ1349 HISTORY - 1974 MONUMENTED CADT DZ1349 HISTORY - 1974 GOOD CADT DZ1349 HISTORY - 19930521 GOOD CADT DZ1349 HISTORY - 20030403 GOOD CADT DZ1349 DZ1349 STATION DESCRIPTION DZ1349 DZ1349'DESCRIBED BY CALTRANS 1974 (LDK) DZ1349'THIS STATION IS LOCATED IN THE NORTHEAST QUARTER OF THE CITY OF DZ1349'SANTA MARIA WITHIN THE CITIES RIGHT OF WAY ON ALVIN AVENUE EAST DZ1349'OF STATE HIGHWAY 101 NEAR THE OVERCROSSING BRIDGE. DZ1349' DZ1349'TO REACH THE STATION FROM THE U.S. POST OFFICE IN SANTA MARIA AT DZ1349'SOUTH LINCOLN AND WEST CYPRESS STREETS, PROCEED NORTH ON LINCOLN DZ1349'FOR TWO BLOCKS TO WEST MAIN STREET. TURN RIGHT EAST, ON MAIN DZ1349'FOR ONE BLOCK TO BROADWAY. TURN LEFT, NORTH, ON BROADWAY FOR DZ1349'0.51 MILE TO ALVIN AVENUE. TURN RIGHT, EAST, ON ALVIN FOR 1.1 DZ1349'MILES TO THE STATION ON THE RIGHT. DZ1349' DZ1349'STATION MARKS ARE STANDARD CALIFORNIA DIVISION OF HIGHWAYS 3-5/8 DZ1349'INCH BRASS DISKS STAMPED ALVIN 1974. THE SURFACE MARK IS SET DZ1349'IN THE TOP OF A 14-INCH CONCRETE CYLINDER FLUSH WITH THE SURFACE, DZ1349'28 FEET SOUTH OF THE CENTERLINE, 3 FEET SOUTH OF THE SIDEWALK AND DZ1349'270 FEET EAST OF THE EAST END OF THE SOUTH BRIDGE RAIL ON THE DZ1349'OVERCROSSING BRIDGE. THE UNDERGROUND MARK IS SET IN CONCRETE 40 DZ1349'INCHES BELOW THE SURFACE. DZ1349' DZ1349'REFERENCE MARK NO. 1, A STANDARD CALIFORNIA DIVISION OF HIGHWAYS DZ1349'3-5/8 INCH BRASS DISK STAMPED ALVIN NO. 1 1974 IS EPOXIED IN DZ1349'A DRILL HOLE IN THE TOP OF THE SOUTH CURB AND IS 1.2 FEET BELOW DZ1349'THE STATION. DZ1349' DZ1349'REFERENCE MARK NO. 2, A STANDARD CALIFORNIA DIVISION OF HIGHWAYS DZ1349'3-5/8 INCH BRASS DISK STAMPED ALVIN NO. 2 1974 IS EPOXIED IN DZ1349'A DRILL HOLE IN THE TOP OF THE SOUTH CURB AND IS 0.4 FOOT ABOVE DZ1349'THE STATION. DZ1349' DZ1349'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS. DZ1349 DZ1349 STATION RECOVERY (1974) DZ1349 DZ1349'RECOVERY NOTE BY CALTRANS 1974 DZ1349'RECOVERED IN GOOD CONDITION. DZ1349 DZ1349 STATION RECOVERY (1993) DZ1349 DZ1349'RECOVERY NOTE BY CALTRANS 1993 DZ1349'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AS DZ1349'DESCRIBED WITH THE FOLLOWING REVISIONS. DZ1349'$ DZ1349'THE STATION IS 40 FT (12.2 M) SOUTH OF THE CENTERLINE OF ALVIN AVENUE, DZ1349'39.5 FT (12.0 M) NORTH OF A 7.5-FT HIGH BLOCK WALL, 2.0 FT (0.6 M) DZ1349'WEST OF A CARSONITE WITNESS POST, AND LEVEL WITH THE ROAD. DZ1349'$ DZ1349'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION DZ1349'SURVEY. DZ1349 DZ1349 STATION RECOVERY (2003) DZ1349 DZ1349'RECOVERY NOTE BY CALTRANS 2003 DZ1349'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EW8154 *********************************************************************** EW8154 DESIGNATION - BURRO RESET EW8154 PID - EW8154 EW8154 STATE/COUNTY- CA/SANTA BARBARA EW8154 USGS QUAD - SAN MARCOS PASS (1988) EW8154 EW8154 *CURRENT SURVEY CONTROL EW8154 ___________________________________________________________________ EW8154* NAD 83(1992)- 34 30 32.91896(N) 119 46 16.13201(W) ADJUSTED EW8154* NAVD 88 - 1096.8 (meters) 3598. (feet) GPS OBS EW8154 ___________________________________________________________________ EW8154 EPOCH DATE - 1991.35 EW8154 X - -2,612,948.028 (meters) COMP EW8154 Y - -4,567,796.599 (meters) COMP EW8154 Z - 3,593,729.565 (meters) COMP EW8154 LAPLACE CORR- 5.21 (seconds) DEFLEC99 EW8154 ELLIP HEIGHT- 1062.06 (meters) (05/15/92) GPS OBS EW8154 GEOID HEIGHT- -34.80 (meters) GEOID99 EW8154 EW8154 HORZ ORDER - B EW8154 ELLP ORDER - FOURTH CLASS II EW8154 EW8154.The horizontal coordinates were established by GPS observations EW8154.and adjusted by the National Geodetic Survey in May 1992. EW8154.The horizontal coordinates are valid at the epoch date displayed above. EW8154.The epoch date for horizontal control is a decimal equivalence EW8154.of Year/Month/Day. EW8154 EW8154.The orthometric height was determined by GPS observations and a EW8154.high-resolution geoid model. EW8154 EW8154.The X, Y, and Z were computed from the position and the ellipsoidal ht. EW8154 EW8154.The Laplace correction was computed from DEFLEC99 derived deflections. EW8154 EW8154.The ellipsoidal height was determined by GPS observations EW8154.and is referenced to NAD 83. EW8154 EW8154.The geoid height was determined by GEOID99. EW8154 EW8154; North East Units Scale Converg. EW8154;SPC CA 5 - 613,371.706 1,837,375.223 MT 0.99993099 -1 00 34.5 EW8154;SPC CA 5 - 2,012,370.34 6,028,121.88 sFT 0.99993099 -1 00 34.5 EW8154;UTM 11 - 3,822,098.354 245,591.620 MT 1.00039785 -1 34 14.9 EW8154 EW8154: Primary Azimuth Mark Grid Az EW8154:SPC CA 5 - BURRO AZ MK 295 05 29.3 EW8154:UTM 11 - BURRO AZ MK 295 39 09.7 EW8154 EW8154|---------------------------------------------------------------------| EW8154| PID Reference Object Distance Geod. Az | EW8154| dddmmss.s | EW8154| CB9724 BURRO RM 1 9.668 METERS 09908 | EW8154| EW7978 SANTA BARBARA FOX THEATR SPIRE APPROX.11.1 KM 1474738.7 | EW8154| EW8099 KTMS SOUTH RADIO TOWER APPROX.11.1 KM 2033026.4 | EW8154| EW8097 KTMS NORTH RADIO TOWER APPROX.10.9 KM 2033241.2 | EW8154| CC2052 TVOR S BOUNDARY CORNER POST CENTER 13.802 METERS 20901 | EW8154| DZ1257 AIRWAY BCN 10 E LAS CRUCES APPROX.36.6 KM 2704920.7 | EW8154| CB9725 BURRO RM 2 11.329 METERS 29255 | EW8154| CB9723 BURRO AZ MK 2940454.8 | EW8154|---------------------------------------------------------------------| EW8154 EW8154 SUPERSEDED SURVEY CONTROL EW8154 EW8154 NAD 83(1986)- 34 30 32.92635(N) 119 46 16.11482(W) AD(1984.00) 2 EW8154 NAD 27 - 34 30 32.93610(N) 119 46 12.60460(W) AD( ) 2 EW8154 NGVD 29 - 1096.2 (m) 3596. (f) GPS OBS EW8154 EW8154.Superseded values are not recommended for survey control. EW8154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW8154.See file dsdata.txt to determine how the superseded data were derived. EW8154 EW8154_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU4559222098(NAD 83) EW8154_MARKER: DH = HORIZONTAL CONTROL DISK EW8154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EW8154_STAMPING: BURRO 1956 1974 EW8154_MARK LOGO: NGS EW8154_MAGNETIC: N = NO MAGNETIC MATERIAL EW8154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EW8154+STABILITY: SURFACE MOTION EW8154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW8154+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2003 EW8154 EW8154 HISTORY - Date Condition Report By EW8154 HISTORY - 1974 MONUMENTED NGS EW8154 HISTORY - 1974 GOOD NGS EW8154 HISTORY - 1976 SEE DESCRIPTION NGS EW8154 HISTORY - 19910425 GOOD NGS EW8154 HISTORY - 19920406 GOOD CADT EW8154 HISTORY - 19930326 GOOD NOS EW8154 HISTORY - 19930518 GOOD CADT EW8154 HISTORY - 19940217 GOOD NGS EW8154 HISTORY - 19950523 GOOD CADT EW8154 HISTORY - 20010628 GOOD CADT EW8154 HISTORY - 20020516 GOOD CADT EW8154 HISTORY - 20030609 GOOD CADT EW8154 EW8154 STATION DESCRIPTION EW8154 EW8154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN) EW8154'THE STATION WAS FOUND DESTROYED, ITS PIPE AND CONCRETE MONUMENT EW8154'LYING HORIZONTALLY UPON THE GROUND SURFACE. THE AZIMUTH MARK EW8154'AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION. EW8154'USEING THE 1956 OBSERVATIONS AND DISTANCES UPON THE AZIMUTH EW8154'MARK AND REFERENCE MARKS 1 AND 2, THE STATION WAS RE-ESTABLISHED. EW8154'A COMPLETE DESCRIPTION FOLLOWS-- EW8154' EW8154'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF SANTA BARBARA, EW8154'3-1/2 MILES EAST OF SAN MARCOS PASS, ON THE CREST OF THE EW8154'EAST-WEST SANTA YNEZ MOUNTAIN RANGE, ON THE SAME HILL WITH A S.B.A. EW8154'(TVOR) STATION, NEAR THE SOUTH CORNER OF THE BOUNDARY FENCE EW8154'SURROUNDING THE TVOR SITE AND ON THE SOUTH EDGE OF THE TOP OF EW8154'THE LARGE BLADED AREA UPON WHICH THE TVOR CONE IS SITUATED. EW8154' EW8154'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 EW8154'AND STATE HIGHWAY 154 IN WEST SANTA BARBARA, DRIVE NORTH ON EW8154'THE STATE HIGHWAY FOR 7.7 MILES TO THE SUMMIT OF SAN MARCOS PASS. EW8154'TURN RIGHT ONTO CAMINO CIELO ROAD FOR 0.1 MILE TO THE SAN MARCOS EW8154'FIRE STATION ON THE LEFT. CONTINUE EAST ON CAMINO CIELO ROAD FOR EW8154'1.95 MILE TO A Y-FORK. KEEP THE LEFT FORK, EASTERLY, FOR 0.95 EW8154'MILE TO A SIDE ROAD LEFT WITH A LOCKED PIPE GATE*. CONTINUE EW8154'EAST ON THE MAIN ROAD FOR 1.7 MILES TO A SIDE ROAD LEFT EW8154'(LOCKED CABLE GATE) THAT LEADS EASTERLY TO A TVOR SITE. EW8154'CONTINUE SOUTHEAST ON THE MAIN ROAD FOR 0.15 MILE TO THE EW8154'END OF TRUCK TRAVEL. PACK NORTH FOR ABOUT 0.05 MILE TO THE EW8154'SOUTH CORNER OF A WIRE FENCE AND THE STATION. EW8154' EW8154'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD NGS HORIZONTAL EW8154'CONTROL STATION DISKS SET IN CONCRETE. THE DISKS ARE STAMPED EW8154'BURRO 1956 1974. THE UNDERGROUND-STATION DISK IS 30 INCHES EW8154'BELOW THE GROUND SURFACE AND SET IN A MASS OF CONCRETE THAT EW8154'WAS POURED INTO A CHISELED DEPRESSION IN BEDROCK. THE EW8154'SURFACE-STATION DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE EW8154'MONUMENT THAT IS 6 INCHES IN DIAMETER AT THE TOP AND PROJECTS EW8154'3 INCHES ABOVE THE GROUND SURFACE. IT IS 44.0 FEET NORTH OF EW8154'THE SOUTH CORNER FENCE POST OF THE BOUNDARY FENCE, 5.0 FEET EW8154'NORTH OF THE SOUTH EDGE OF A LEVELED AREA AND 3.0 FEET SOUTH OF EW8154'A METAL WITNESS POST WITH SIGN ATTACHED. EW8154' EW8154'REFERENCE MARK 1, A STANDARD C AND GS REFERENCE MARK DISK EW8154'STAMPED BURRO NO 1 1956, IS BRAZED TO THE TOP OF A 2 INCHES EW8154'IN DIAMETER IRON PIPE THAT PROJECTS 10 INCHES ABOVE THE GROUND EW8154'SURFACE. IT IS 34 FEET NORTHERLY FROM THE SOUTHERLY BOUNDARY EW8154'FENCE AND 4 FEET NORTH OF THE SOUTH EDGE OF THE LEVELED AREA. EW8154' EW8154'REFERENCE MARK 2, A STANDARD C AND GS REFERENCE MARK DISK STAMPED EW8154'BURRO NO 2 1956, IS BRAZED TO THE TOP OF A 2 INCHES IN DIAMETER EW8154'IRON PIPE THAT PROJECTS 10 INCHES ABOVE THE GROUND LEVEL. IT IS EW8154'23.5 FEET NORTH-NORTHEAST OF THE SOUTHWEST BOUNDARY FENCE AND EW8154'5 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE LEVELED AREA. EW8154' EW8154'THE SOUTH BOUNDARY FENCE CORNER POST MEASURED AND OBSERVED EW8154'UPON IS THE CENTER ONE OF THREE BRACED POSTS AND CEMENTED IN EW8154'THE GROUND. IT IS 2-1/2 INCHES IN DIAMETER AND PAINTED RED. EW8154'THE POINT MEASURED AND OBSERVED UPON IS THE CENTER OF THE EW8154'METAL CAP SECURED TO THE TOP OF THE POST. EW8154' EW8154'THE AZIMUTH MARK IS A STANDARD C AND GS AZIMUTH MARK DISK, STAMPED EW8154'BURRO 1956, SET IN THE TOP OF A CONCRETE FILLED IRON PIPE THAT EW8154'IS 4 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND EW8154'SURFACE. IT IS LOCATED ON THE SUMMIT OF A PROMINENT HILL EW8154'ALONG THE CREST OF THE MOUNTAIN RANGE, 16 FEET SOUTH OF THE EW8154'SOUTH EDGE OF A CONCRETE FOUNDATION AND 1.0 FOOT SOUTH OF A EW8154'SAWED STUMP OF A POLE. EW8154' EW8154'*TO REACH THE AZIMUTH MARK, PACK WEST UP A STEEP TRACK ROAD EW8154'AND FENCE LINE FOR 0.15 MILE TO THE SUMMIT OF A HILL AND THE EW8154'MARK AS DESCRIBED. EW8154' EW8154'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EW8154'NORTH OF SANTA BARBARA EW8154 EW8154 STATION RECOVERY (1974) EW8154 EW8154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 EW8154'RECOVERED IN GOOD CONDITION. EW8154 EW8154 STATION RECOVERY (1976) EW8154 EW8154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RBM) EW8154'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED EW8154'IN GOOD CONDITION. THE STATION IS A STANDARD DISK STAMPED EW8154'BURRO 1956 1974 SET IN THE TOP OF A 6-INCH IN DIAMETER, CONCRETE EW8154'FILLED TILE, PROJECTINF 3 INCHES ABOVE THE SURFACE OF THE GROUND. EW8154'THE TIN BUILDING NEAR THE AZIMUTH MARK IS NO LONGER STANDING. EW8154' EW8154'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EW8154'NORTH OF SANTA BARBARA EW8154 EW8154 STATION RECOVERY (1991) EW8154 EW8154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 EW8154'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) NORTH OF SANTA BARBARA, 3.5 EW8154'MI (5.6 KM) EAST OF SAN MARCOS PASS, ON THE CREST OF THE EAST-WEST EW8154'SANTA YNEZ MOUNTAIN RANGE, ON THE SAME HILL WITH A S.B.A. (TVOR) EW8154'STATION, NEAR THE SOUTH CORNER OF THE BOUNDARY FENCE SURROUNDING THE EW8154'TVOR SITE AND ON THE SOUTH EDGE OF THE TOP OF THE LARGE BLADED AREA. EW8154'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE EW8154'HIGHWAY 154 (STATE STREET) IN WEST SANTA BARBARA, GO NORTHWESTERLY ON EW8154'HIGHWAY 154 FOR 5.55 MI (8.93 KM) TO THE JUNCTION OF PAINTED CAVE EW8154'ROAD. CONTINUE NORTHWESTERLY FOR 2.3 MI (3.7 KM) TO EAST CAMINO EW8154'CIELO ROAD ON THE RIGHT AT THE SUMMIT OF SAN MARCOS PASS. TURN RIGHT EW8154'AND GO EASTERLY ON CAMINO CIELO ROAD FOR 2.1 MI (3.4 KM) TO PAINTED EW8154'CAVE ROAD ON THE RIGHT. CONTINUE EASTERLY FOR 2.7 MI (4.3 KM) TO A EW8154'PAVED ROAD AND LOCKED GATE ON THE LEFT. TURN LEFT AND GO NORTHERLY EW8154'ON PAVED ROAD, PASSING THROUGH GATE FOR 0.15 MI (0.24 KM) TO A LOCKED EW8154'GATE AND CHAIN LINK FENCE AROUND A FAA TVOR SITE. PASS THROUGH GATE EW8154'AND GO SOUTH ALONG THE FENCE TO THE SOUTH CORNER AND THE STATION. EW8154'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A 6-IN EW8154'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8-CM. LOCATED 44 FT EW8154'(13.4 M) NORTH OF THE SOUTH CORNER FENCE POST OF THE BOUNDARY FENCE, EW8154'5 FT (1.5 M) NORTH OF THE SOUTH EDGE OF A LEVELED AREA AND 3 FT EW8154'(0.9 M) SOUTH OF A METAL WITNESS POST. EW8154 EW8154 STATION RECOVERY (1992) EW8154 EW8154'RECOVERY NOTE BY CALTRANS 1992 EW8154'RECOVERED IN GOOD CONDITION. EW8154 EW8154 STATION RECOVERY (1993) EW8154 EW8154'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF) EW8154'RECOVERED AS DESCRIBED. EW8154 EW8154 STATION RECOVERY (1993) EW8154 EW8154'RECOVERY NOTE BY CALTRANS 1993 EW8154'THE STATION MARK WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. EW8154'$ EW8154'THE STATION IS LOCATED AT THE FAA SAN MARCOS R-25 VOR SITE ON THE EW8154'CREST OF THE SANTA YNEZ MOUNTAIN RANGE, ABOUT 5 MI (8.0 KM) NORTH OF EW8154'THE CITY OF SANTA BARBARA, ABOUT 3.5 MI (5.6 KM) EAST OF SAN MARCOS EW8154'PASS. EW8154'$ EW8154'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE EW8154'HIGHWAY 154 (SAN MARCOS PASS ROAD) IN THE WESTERN SECTION OF THE CITY EW8154'OF SANTA BARBARA, GO NORTHWESTERLY ON HIGHWAY 154 FOR 5.5 MI EW8154'(8.9 KM) TO THE INTERSECTION OF PAINTED CAVE ROAD. CONTINUE EW8154'NORTHWESTERLY ON HIGHWAY 154 FOR 2.3 MI (3.7 KM) TO THE SUMMIT OF SAN EW8154'MARCOS PASS AND EAST CAMINO CIELO ON THE RIGHT. TURN RIGHT AND GO EW8154'EASTERLY ON EAST CAMINO CIELO FOR 2.1 MI (3.4 KM) TO A SIDE ROAD EW8154'RIGHT, PAINTED CAVE ROAD. CONTINUE EASTERLY ON EAST CAMINO CIELO FOR EW8154'2.7 MI (4.3 KM) TO A PAVED SIDE ROAD AND LOCKED GATE ON THE LEFT. EW8154'TURN LEFT, PASS THROUGH GATE AND GO NORTHERLY ON THE PAVED ROAD FOR EW8154'0.15 MI (0.24 KM) TO A CHAIN LINK FENCE AND LOCKED GATE AROUND THE EW8154'VOR SITE. PASS THROUGH GATE AND GO SOUTHEASTLY ACROSS SITE FOR ABOUT EW8154'100 FT (30.5 M) TO A STAIRWAY BEHIND A METAL BUILDING. GO UP THE EW8154'STAIRWAY AND CONTINUE SOUTHEASTLY ACROSS THE GRADED PAD AREA FOR EW8154'ABOUT 60 FT (18.3 M) TO THE STATION. EW8154'$ EW8154'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A 6-INCH DIAMETER EW8154'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES, 62.5 FT EW8154'(19.1 M) NORTHEAST OF THE SOUTH CORNER FENCE POST OF THE NEW CHAIN EW8154'LINK BOUNDARY FENCE, 5 FT (1.5 M) NORTH OF THE SOUTH EDGE OF THE EW8154'GRADED PAD AREA AND 6.0 FT (1.8 M) NORTH OF A CARSONITE WITNESS POST. EW8154'$ EW8154'CONTACT ELDON CHAPMAN WITH THE FAA AT (805) 967-4185, SBA ASSFO, 1503 EW8154'COOKS PLACE, GOLETA, CA 93117 FOR THE KEY TO OPEN THE GATES. EW8154 EW8154 STATION RECOVERY (1994) EW8154 EW8154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) EW8154'THE STATION IS LOCATED ABOUT 10 KM (6.2 MI) NORTH OF SANTA BARBARA, 5 EW8154'KM (3.1 MI) EAST OF SAN MARCOS PASS, ON THE CREST OF THE EAST-WEST EW8154'SANTA YNEZ MOUNTAIN RANGE, ON THE SAME HILL WITH A S.B.A. (TVOR) EW8154'STATION, NEAR THE SOUTH CORNER OF THE BOUNDARY FENCE SURROUNDING THE EW8154'TVOR SITE AND ON THE SOUTH EDGE OF THE LARGE BLADED AREA. EW8154'OWNERSHIP--U.S. FOREST SERVICE. NOTE, THE AREA IS CONTROLLED BY THE EW8154'FAA AND SHOULD BE CONTACTED WELL AHEAD OF STATION OCCUPATION DUE TO EW8154'THE FAA REQUIREMENT THAT THE FACILITY BE SHUT-DOWN IF METAL OR EW8154'FIBERGLASS TRIPODS ARE USED. PLEASE CONTACT MR. ROD TREUSDELL, FAA EW8154'AIRWAY FACILITIES SECTOR FIELD OFFICE,1503 CECIL COOK PLACE, GOLETA, EW8154'CA 93117. PHONE (805) 967-4185 FOR CLEARANCE AND A KEY. DO NOT DRIVE EW8154'ONTO THE BLADED PAD AREA AS THIS WILL INTERFERE WITH THE VORTAC SIGNAL EW8154'(FAA WARNING). TO REACH FROM THE JUNCTION OF US HIGHWAY 101 AND STATE EW8154'HIGHWAY 154 (STATE STREET) IN WEST SANTA BARBARA, GO NORTHWESTERLY ON EW8154'HIGHWAY 154 FOR 8.9 KM (5.5 MI) TO THE JUNCTION OF PAINTED CAVE ROAD. EW8154'CONTINUE NORTHWESTERLY FOR 3.7 KM (2.3 MI) TO EAST CAMINO CIELO ROAD EW8154'ON THE RIGHT AT THE SUMMIT OF SAN MARCOS PASS. TURN RIGHT, EASTERLY, EW8154'ON CAMINO CIELO ROAD FOR 3.4 KM (2.1 MI) TO PAINTED CAVE ROAD ON THE EW8154'RIGHT. CONTINUE EASTERLY FOR 4.3 KM (2.7 MI) TO A PAVED ROAD AND EW8154'LOCKED GATE ON THE LEFT. TURN LEFT, NORTHERLY, ON PAVED ROAD AND EW8154'THROUGH GATE FOR 0.25 KM (0.16 MI) TO A LOCKED GATE AND CHAIN LINK EW8154'FENCE AROUND A FAA TVOR SITE. PASS THROUGH GATE, SOUTH, ALONG THE EW8154'FENCE TO THE SOUTH CORNER AND THE STATION. STATION MARK IS A NGS EW8154'HORIZONTAL CONTROL DISK SET IN THE TOP OF A 15 CM ROUND CONCRETE POST EW8154'PROJECTING 8 CM. IT IS 13.4 M (44.0 FT) NORTH OF THE SOUTH CORNER EW8154'POST OF THE BOUNDARY FENCE, 1.5 M (4.9 FT) NORTH OF THE SOUTH EDGE OF EW8154'A LEVELED AREA, AND 1.85 M (6.07 FT) SOUTH OF A FIBERGLASS WITNESS EW8154'POST. EW8154 EW8154 STATION RECOVERY (1995) EW8154 EW8154'RECOVERY NOTE BY CALTRANS 1995 (EJS) EW8154'THE STATION WAS RECOVERED. A REVISED TO REACH FOLLOWS. TO REACH THE EW8154'STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE HIGHWAY 154 EW8154'(SAN MARCOS PASS ROAD) IN THE WESTERN SECTION OF THE CITY OF SANTA EW8154'BARBARA, GO NORTHWESTERLY ON HIGHWAY 154 FOR 5.5 MI (8.9 KM) TO THE EW8154'INTERSECTION OF PAINTED CAVE ROAD. CONTINUE NORTHWESTERLY ON HIGHWAY EW8154'154 FOR 2.3 MI (3.7 KM) TO THE SUMMIT OF SAN MARCOS PASS AND EAST EW8154'CAMINO CIELO ON THE RIGHT. TURN RIGHT AND GO EASTERLY ON EAST CAMINO EW8154'CIELO FOR 2.1 MI (3.4 KM) TO A SIDE ROAD RIGHT, PAINTED CAVE ROAD. EW8154'CONTINUE EASTERLY ON EAST CAMINO CIELO FOR 2.7 MI (4.3 KM) TO A PAVED EW8154'SIDE ROAD AND LOCKED GATE ON THE LEFT. TURN LEFT, PASS THROUGH GATE EW8154'AND GO NORTHERLY ON THE PAVED ROAD FOR 0.15 MI (0.24 KM) TO A CHAIN EW8154'LINK FENCE AND LOCKED GATE AROUND THE VOR SITE. PASS THROUGH GATE AND EW8154'GO SOUTHEASTERLY ACROSS SITE FOR ABOUT 100 FT (30.5 M) TO A STAIRWAY EW8154'BEHIND A METAL BUILDING. GO UP THE STAIRWAY AND CONTINUE EW8154'SOUTHEASTERLY ACROSS THE GRADED PAD AREA FOR ABOUT 210 FT (64.0 M) TO EW8154'THE STATION. CONTACT ELDON CHAPMAN WITH THE FAA AT (805) 967-4185, EW8154'SBA ASSFO, 1503 COOK PLACE, GOLETA, CA 93117 FOR THE KEY TO OPEN THE EW8154'GATES. EW8154 EW8154 STATION RECOVERY (2001) EW8154 EW8154'RECOVERY NOTE BY CALTRANS 2001 (TJR) EW8154'NEW CONTACT PHONE NUMBER, (805)681-0675,ROD TRUESDALE EW8154 EW8154 STATION RECOVERY (2002) EW8154 EW8154'RECOVERY NOTE BY CALTRANS 2002 (TJR) EW8154'NEW CONTACT ROD TREUSDELL EW8154 EW8154 STATION RECOVERY (2003) EW8154 EW8154'RECOVERY NOTE BY CALTRANS 2003 (JW) EW8154'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 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) GEOID99 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 GEOID99. DZ1339 DZ1339; North East Units Scale 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: 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 HT - 139.35 (m) (08/05/94) 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 - 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_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 - April 03, 2003 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 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. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AJ1857 *********************************************************************** AJ1857 DESIGNATION - CUHS CUYAMA VALLEY HS GRM AJ1857 PID - AJ1857 AJ1857 STATE/COUNTY- CA/SANTA BARBARA AJ1857 USGS QUAD - NEW CUYAMA (1988) AJ1857 AJ1857 *CURRENT SURVEY CONTROL AJ1857 ___________________________________________________________________ AJ1857* NAD 83(1998)- 34 56 33.50772(N) 119 40 26.15472(W) ADJUSTED AJ1857* NAVD 88 - 669.4 (meters) 2196. (feet) GPS OBS AJ1857 ___________________________________________________________________ AJ1857 EPOCH DATE - 2000.35 AJ1857 X - -2,591,456.687 (meters) COMP AJ1857 Y - -4,548,114.100 (meters) COMP AJ1857 Z - 3,633,016.747 (meters) COMP AJ1857 LAPLACE CORR- 1.13 (seconds) DEFLEC99 AJ1857 ELLIP HEIGHT- 635.98 (meters) (04/03/01) GPS OBS AJ1857 GEOID HEIGHT- -33.47 (meters) GEOID99 AJ1857 AJ1857 HORZ ORDER - A AJ1857 ELLP ORDER - FIRST CLASS I AJ1857 AJ1857.ITRF positions are available for this station. AJ1857.The horizontal coordinates were established by GPS observations AJ1857.and adjusted by the CALIF SPA REF CEN in April 2001. AJ1857.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AJ1857.DATUM ITEM on the data sheet items page. AJ1857.The horizontal coordinates are valid at the epoch date displayed above. AJ1857.The epoch date for horizontal control is a decimal equivalence AJ1857.of Year/Month/Day. AJ1857 AJ1857.The orthometric height was determined by GPS observations and a AJ1857.high-resolution geoid model. AJ1857 AJ1857.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ1857 AJ1857.The Laplace correction was computed from DEFLEC99 derived deflections. AJ1857 AJ1857.The ellipsoidal height was determined by GPS observations AJ1857.and is referenced to NAD 83. AJ1857 AJ1857.The geoid height was determined by GEOID99. AJ1857 AJ1857; North East Units Scale Converg. AJ1857;SPC CA 5 - 661,298.665 1,847,101.390 MT 0.99992770 -0 57 15.0 AJ1857;SPC CA 5 - 2,169,610.70 6,060,031.81 sFT 0.99992770 -0 57 15.0 AJ1857;UTM 11 - 3,869,947.348 255,798.411 MT 1.00033504 -1 31 56.2 AJ1857 AJ1857 SUPERSEDED SURVEY CONTROL AJ1857 AJ1857.No superseded survey control is available for this station. AJ1857 AJ1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU5579869947(NAD 83) AJ1857_MARKER: Z = SEE DESCRIPTION AJ1857_SETTING: 0 = UNSPECIFIED SETTING AJ1857_MARK LOGO: NONE AJ1857_MAGNETIC: N = NO MAGNETIC MATERIAL AJ1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AJ1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ1857+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2003 AJ1857 AJ1857 HISTORY - Date Condition Report By AJ1857 HISTORY - 2001 MONUMENTED NGS AJ1857 HISTORY - 20030503 GOOD CADT AJ1857 AJ1857 STATION DESCRIPTION AJ1857 AJ1857'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 AJ1857'THIS IS A CALIFORNIA CORS. AJ1857'THESE COORDINATES ARE FOR THE GEODETIC REFERENCE MARK OF A AJ1857'CALIFORNIA CORS. INFORMATION ABOUT THE GRM, ANTENNA TYPE AJ1857'AND ANTENNA HEIGHT CAN BE FOUND AT THE SOPAC WEBSITE: AJ1857'HTTP://SOPAC.UCSD.EDU/SCRIPTS/SIMPL.CGI AJ1857 AJ1857 STATION RECOVERY (2003) AJ1857 AJ1857'RECOVERY NOTE BY CALTRANS 2003 AJ1857'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EW9544 *********************************************************************** EW9544 FBN - This is a Federal Base Network Control Station. EW9544 DESIGNATION - HPGN CA 05 01 EW9544 PID - EW9544 EW9544 STATE/COUNTY- CA/SANTA BARBARA EW9544 USGS QUAD - CARPINTERIA (1988) EW9544 EW9544 *CURRENT SURVEY CONTROL EW9544 ___________________________________________________________________ EW9544* NAD 83(1998)- 34 25 13.64884(N) 119 36 21.82224(W) ADJUSTED EW9544* NAVD 88 - 42.1 (meters) 138. (feet) GPS OBS EW9544 ___________________________________________________________________ EW9544 EPOCH DATE - 1998.50 EW9544 X - -2,602,096.819 (meters) COMP EW9544 Y - -4,579,390.622 (meters) COMP EW9544 Z - 3,585,020.420 (meters) COMP EW9544 LAPLACE CORR- 4.37 (seconds) DEFLEC99 EW9544 ELLIP HEIGHT- 6.63 (meters) (04/06/00) GPS OBS EW9544 GEOID HEIGHT- -35.40 (meters) GEOID99 EW9544 EW9544 HORZ ORDER - A EW9544 ELLP ORDER - THIRD CLASS I EW9544 EW9544.ITRF positions are available for this station. EW9544.The horizontal coordinates were established by GPS observations EW9544.and adjusted by the National Geodetic Survey in April 2000. EW9544.This is a SPECIAL STATUS position. See SPECIAL STATUS under the EW9544.DATUM ITEM on the data sheet items page. EW9544.The horizontal coordinates are valid at the epoch date displayed above. EW9544.The epoch date for horizontal control is a decimal equivalence EW9544.of Year/Month/Day. EW9544 EW9544.The orthometric height was determined by GPS observations and a EW9544.high-resolution geoid model. EW9544 EW9544.The X, Y, and Z were computed from the position and the ellipsoidal ht. EW9544 EW9544.The Laplace correction was computed from DEFLEC99 derived deflections. EW9544 EW9544.The ellipsoidal height was determined by GPS observations EW9544.and is referenced to NAD 83. EW9544 EW9544.The geoid height was determined by GEOID99. EW9544 EW9544; North East Units Scale Converg. EW9544;SPC CA 5 - 603,280.935 1,852,374.705 MT 0.99993867 -0 54 55.7 EW9544;SPC CA 5 - 1,979,264.20 6,077,332.68 sFT 0.99993867 -0 54 55.7 EW9544;UTM 11 - 3,811,857.258 260,498.026 MT 1.00030710 -1 28 25.7 EW9544 EW9544 SUPERSEDED SURVEY CONTROL EW9544 EW9544 NAD 83(1994)- 34 25 13.64520(N) 119 36 21.81787(W) AD(1995.00) B EW9544 ELLIP HT - 6.64 (m) (06/23/95) GP(1995.00) 4 2 EW9544 ELLIP HT - 6.70 (m) (01/07/94) GP( ) 3 2 EW9544 NAD 83(1986)- 34 25 13.64712(N) 119 36 21.79726(W) AD(1984.00) 1 EW9544 NAD 83(1992)- 34 25 13.64200(N) 119 36 21.81244(W) AD(1991.35) B EW9544 ELLIP HT - 6.70 (m) (05/15/92) GP(1991.35) 4 2 EW9544 EW9544.Superseded values are not recommended for survey control. EW9544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW9544.See file dsdata.txt to determine how the superseded data were derived. EW9544 EW9544_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU6049811857(NAD 83) EW9544_MARKER: DD = SURVEY DISK EW9544_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) EW9544_STAMPING: HPGN-CALF. STA 05-01 1990 EW9544_MARK LOGO: CADT EW9544_PROJECTION: FLUSH EW9544_MAGNETIC: N = NO MAGNETIC MATERIAL EW9544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EW9544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW9544+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2003 EW9544_ROD/PIPE-DEPTH: 5.5 meters EW9544 EW9544 HISTORY - Date Condition Report By EW9544 HISTORY - 1990 MONUMENTED CADT EW9544 HISTORY - 19910425 GOOD NGS EW9544 HISTORY - 19920406 GOOD CADT EW9544 HISTORY - 19921007 GOOD CADT EW9544 HISTORY - 19930518 GOOD CADT EW9544 HISTORY - 19940227 GOOD NGS EW9544 HISTORY - 19941026 GOOD CADT EW9544 HISTORY - 19980325 GOOD NGS EW9544 HISTORY - 19991020 GOOD CADT EW9544 HISTORY - 20010412 GOOD CADT EW9544 HISTORY - 20010806 GOOD NGS EW9544 HISTORY - 20020510 GOOD CADT EW9544 HISTORY - 20030605 GOOD CADT EW9544 EW9544 STATION DESCRIPTION EW9544 EW9544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 EW9544'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE EW9544'HIGHWAY 225 (CABRILLO BOULEVARD) IN EAST SANTA BARBARA, GO EASTERLY EW9544'ON HIGHWAY 101 FOR 2.9 MI (4.7 KM) TO THE STATION ON THE RIGHT, AT EW9544'THE SOUTH FENCE OF AN EMERGENCY PARKING ONLY AREA. EW9544'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM EW9544'ACCESS COVER, IN A WIDE DAYLIGHT SECTION SIGNED FOR EMERGENCY EW9544'PARKING ONLY. LOCATED 93 FT (28.3 M) NORTHWESTERLY FROM EMERGENCY EW9544'PARKING ONLY SIGN, 77 FT (23.5 M) WESTERLY FROM CENTERLINE OF EW9544'SOUTHBOUND LANES OF HIGHWAY 101, 19.35 FT (5.90 M) SOUTHWEST OF THE EW9544'NORTHEAST END OF FENCE, 2.95 FT (0.90 M) NORTH-NORTHWEST OF FENCE AT EW9544'POST AND 1.65 FT (0.50 M) NORTHWEST OF A FIBERGLASS WITNESS POST. EW9544'THE STATION IS IN A WIDE TURNOUT PROVIDING EXCELLENT PARKING. EW9544 EW9544 STATION RECOVERY (1992) EW9544 EW9544'RECOVERY NOTE BY CALTRANS 1992 EW9544'RECOVERED IN GOOD CONDITION. EW9544 EW9544 STATION RECOVERY (1992) EW9544 EW9544'RECOVERY NOTE BY CALTRANS 1992 EW9544'RECOVERED IN GOOD CONDITION. EW9544 EW9544 STATION RECOVERY (1993) EW9544 EW9544'RECOVERY NOTE BY CALTRANS 1993 EW9544'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. EW9544'$ EW9544'THE STATION IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY 101 IN EW9544'SUMMERLAND, ABOUT 6 MI (9.7 KM) EAST OF THE SANTA BARBARA HARBOR, EW9544'ABOUT 6 MI (9.7 KM) WEST OF THE CITY OF CARPINTERIA, WEST OF THE EW9544'SOUTH BOUND U.S. HIGHWAY 101 OFF RAMP FOR SUMMERLAND. EW9544'$ EW9544'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE EW9544'HIGHWAY 225 (CABRILLO BLVD.) IN THE EASTERN SECTION OF THE CITY OF EW9544'SANTA BARBARA, GO SOUTH (EAST) ON HIGHWAY 101 FOR 2.9 MI (4.7 KM) TO EW9544'THE STATION ON THE RIGHT AT POST MILE 8.54. A WIDE TURNOUT AREA EW9544'ADJACENT TO THE STATION PROVIDES ADEQUATE PARKING. EW9544'$ EW9544'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET EW9544'IN CONCRETE FLUSH WITH THE GROUND. IT IS ON THE SOUTH SIDE OF A WIDE EW9544'TURNOUT AREA SIGNED FOR EMERGENCY PARKING ONLY, 77 FEET (23.5 M) EW9544'SOUTH OF THE CENTERLINE OF THE SOUTH BOUND LANES OF HIGHWAY 101, 40.8 EW9544'FEET (12.4 M) SOUTH OF AN EMERGENCY PARKING ONLY SIGN, 18.3 FT EW9544'(5.6 M) WEST OF THE EAST END OF A 4 FT (1.2 M) CHAIN LINK FENCE, 3.0 EW9544'FT (0.9 M) NORTH OF AN ANGLE POINT IN THE FENCE, 1.7 FT (0.5 M) EW9544'NORTHWEST OF A CARSONITE WITNESS POST AND ABOUT 2 FT (0.6 M) HIGHER EW9544'THAN THE HIGHWAY. EW9544 EW9544 STATION RECOVERY (1994) EW9544 EW9544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) EW9544'THE STATION IS LOCATED ABOUT 2 KM (1.2 MI) EAST OF SANTA BARBARA, 45 EW9544'KM (28.0 MI) NORTHWEST OF VENTURA, AND ALONG US HIGHWAY 101. EW9544'OWNERSHIP--CALIFORNIA DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE EW9544'JUNCTION OF US HIGHWAY 101 AND STATE HIGHWAY 225 (CABRILLO BOULEVARD), EW9544'IN EAST SANTA BARBARA, GO EAST ON HIGHWAY 101 FOR 4.7 KM (2.9 MI) TO EW9544'THE STATION ON THE RIGHT, AT THE SOUTH FENCE OF AN EMERGENCY PARKING EW9544'ONLY AREA. STATION MARK IS CADT SURVEY DISK ATOP AN ALUMINUM ALLOY ROD EW9544'ENCASED IN A PIPE WITH LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH EW9544'THE GROUND. IT IS 28.3 M (92.8 FT) NORTHWEST OF EMERGENCY PARKING EW9544'ONLY SIGN , 23.5 M (77.1 FT) WEST OF THE CENTER OF THE SOUTHBOUND EW9544'HIGHWAY LANES, 5.9 M (19.4 FT) SOUTHWEST OF NORTHEAST END OF FENCE, EW9544'0.9 M (3.0 FT) NORTH-NORTHWEST OF FENCE AT POST, AND 0.5 M (1.6 FT) EW9544'NORTHWEST OF A FIBERGLASS WITNESS POST. EW9544 EW9544 STATION RECOVERY (1994) EW9544 EW9544'RECOVERY NOTE BY CALTRANS 1994 (JCF) EW9544'RECOVERED AS DESCRIBED BY NGS IN 1991. EW9544 EW9544 STATION RECOVERY (1998) EW9544 EW9544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) EW9544'RECOVERED AS DESCRIBED. EW9544 EW9544 STATION RECOVERY (1999) EW9544 EW9544'RECOVERY NOTE BY CALTRANS 1999 (KDM) EW9544'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, AND WAS THEN FLAGGED EW9544' EW9544'UP AND PAINTED. AS PART OF THE CAL-TRANS ANNUAL HPGN MAINTENANCE EW9544'PROGRAM. EW9544 EW9544 STATION RECOVERY (2001) EW9544 EW9544'RECOVERY NOTE BY CALTRANS 2001 (TJR) EW9544'RECOVERED IN GOOD CONDITION. EW9544 EW9544 STATION RECOVERY (2001) EW9544 EW9544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) EW9544'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. EW9544 EW9544 STATION RECOVERY (2002) EW9544 EW9544'RECOVERY NOTE BY CALTRANS 2002 (CDM) EW9544'RECOVERED IN GOOD CONDITION. EW9544 EW9544 STATION RECOVERY (2003) EW9544 EW9544'RECOVERY NOTE BY CALTRANS 2003 (TJR) EW9544'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 FU3789 *********************************************************************** FU3789 CBN - This is a Cooperative Base Network Control Station. FU3789 DESIGNATION - HPGN CA 05 04 FU3789 PID - FU3789 FU3789 STATE/COUNTY- CA/SANTA BARBARA FU3789 USGS QUAD - CALIENTE MTN (1959) FU3789 FU3789 *CURRENT SURVEY CONTROL FU3789 ___________________________________________________________________ FU3789* NAD 83(1998)- 35 00 10.98162(N) 119 50 15.49556(W) ADJUSTED FU3789* NAVD 88 - 558.5 (meters) 1832. (feet) GPS OBS FU3789 ___________________________________________________________________ FU3789 EPOCH DATE - 1998.50 FU3789 X - -2,602,484.252 (meters) COMP FU3789 Y - -4,537,279.770 (meters) COMP FU3789 Z - 3,638,445.208 (meters) COMP FU3789 LAPLACE CORR- 0.85 (seconds) DEFLEC99 FU3789 ELLIP HEIGHT- 524.89 (meters) (04/06/00) GPS OBS FU3789 GEOID HEIGHT- -33.58 (meters) GEOID99 FU3789 FU3789 HORZ ORDER - A FU3789 ELLP ORDER - THIRD CLASS I FU3789 FU3789.ITRF positions are available for this station. FU3789.The horizontal coordinates were established by GPS observations FU3789.and adjusted by the National Geodetic Survey in April 2000. FU3789.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FU3789.DATUM ITEM on the data sheet items page. FU3789.The horizontal coordinates are valid at the epoch date displayed above. FU3789.The epoch date for horizontal control is a decimal equivalence FU3789.of Year/Month/Day. FU3789 FU3789.The orthometric height was determined by GPS observations and a FU3789.high-resolution geoid model. FU3789 FU3789.The X, Y, and Z were computed from the position and the ellipsoidal ht. FU3789 FU3789.The Laplace correction was computed from DEFLEC99 derived deflections. FU3789 FU3789.The ellipsoidal height was determined by GPS observations FU3789.and is referenced to NAD 83. FU3789 FU3789.The geoid height was determined by GEOID99. FU3789 FU3789; North East Units Scale Converg. FU3789;SPC CA 5 - 668,260.092 1,832,272.438 MT 0.99993176 -1 02 50.9 FU3789;SPC CA 5 - 2,192,449.99 6,011,380.49 sFT 0.99993176 -1 02 50.9 FU3789;UTM 11 - 3,877,061.631 241,033.987 MT 1.00042661 -1 37 43.1 FU3789 FU3789 SUPERSEDED SURVEY CONTROL FU3789 FU3789 ELLIP HT - 524.99 (m) (01/07/94) GP( ) 3 2 FU3789 NAD 83(1986)- 35 00 10.97746(N) 119 50 15.47049(W) AD(1984.00) 1 FU3789 NAD 83(1992)- 35 00 10.97399(N) 119 50 15.48510(W) AD(1991.35) B FU3789 ELLIP HT - 524.99 (m) (05/15/92) GP(1991.35) 4 2 FU3789 FU3789.Superseded values are not recommended for survey control. FU3789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3789.See file dsdata.txt to determine how the superseded data were derived. FU3789 FU3789_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU4103477062(NAD 83) FU3789_MARKER: DD = SURVEY DISK FU3789_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) FU3789_STAMPING: HPGN-CALIF. STA. 05-04 1990 FU3789_MARK LOGO: CADT FU3789_PROJECTION: FLUSH FU3789_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET FU3789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FU3789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FU3789+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2003 FU3789_ROD/PIPE-DEPTH: 5.0 meters FU3789 FU3789 HISTORY - Date Condition Report By FU3789 HISTORY - 1990 MONUMENTED CADT FU3789 HISTORY - 19910429 GOOD NGS FU3789 HISTORY - 19920526 GOOD CADT FU3789 HISTORY - 19921007 GOOD CADT FU3789 HISTORY - 19930517 GOOD CADT FU3789 HISTORY - 19930517 GOOD CADT FU3789 HISTORY - 19940227 GOOD NGS FU3789 HISTORY - 19940601 GOOD CADT FU3789 HISTORY - 19980701 GOOD CADT FU3789 HISTORY - 20010411 GOOD CADT FU3789 HISTORY - 20020305 GOOD CADT FU3789 HISTORY - 20030204 GOOD CADT FU3789 HISTORY - 20030605 GOOD CADT FU3789 FU3789 STATION DESCRIPTION FU3789 FU3789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 FU3789'THE STATION IS LOCATED ABOUT 30 MI (48.3 KM) WEST-SOUTHWEST OF FU3789'MARICOPA. FU3789'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 166 AND FU3789'PERKINS ROAD IN NEW CUYAMA, GO NORTHWESTERLY ON HIGHWAY 166 FOR 5.75 FU3789'MI (9.25 KM) TO THE JUNCTION OF WASIOJA ROAD ON THE RIGHT. CONTINUE FU3789'NORTHWESTERLY FOR 3.5 MI (5.6 KM) TO THE STATION ON THE LEFT AT A FU3789'FENCE CORNER. FU3789'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM FU3789'ACCESS COVER. LOCATED 97 FT (29.6 M) SOUTHWESTERLY FROM THE FU3789'CENTERLINE OF HIGHWAY 166, 93 FT (28.3 M) WESTERLY FROM POST MILE FU3789'55.04 ON THE EASTBOUND SIDE, 67 FT (20.4 M) SOUTHWESTERLY FROM A FU3789'5-STRAND BARBED WIRE FENCE CORNER, 6 FT (1.8 M) EASTERLY FROM FU3789'5-STRAND BARBED WIRE FENCE CORNER AND 1.65 FT (0.50 M) NORTHEAST OF A FU3789'FIBERGLASS WITNESS POST. FU3789'THE STATION IS ADJACENT TO A LARGE, VERY SAFE, PARKING AREA. FU3789 FU3789 STATION RECOVERY (1992) FU3789 FU3789'RECOVERY NOTE BY CALTRANS 1992 FU3789'RECOVERED IN GOOD CONDITION. FU3789 FU3789 STATION RECOVERY (1992) FU3789 FU3789'RECOVERY NOTE BY CALTRANS 1992 FU3789'RECOVERED IN GOOD CONDITION. FU3789 FU3789 STATION RECOVERY (1993) FU3789 FU3789'RECOVERY NOTE BY CALTRANS 1993 FU3789'RECOVERED IN GOOD CONDITION. FU3789 FU3789 STATION RECOVERY (1993) FU3789 FU3789'RECOVERY NOTE BY CALTRANS 1993 FU3789'THE RECOVERY WAS ADEQUATE EXCEPT FOR THE FOLLOWING REVISION. FU3789'$ FU3789'THE STATION IS LOCATED AT STATE HIGHWAY 166 POST MILE 55.04. FU3789 FU3789 STATION RECOVERY (1994) FU3789 FU3789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) FU3789'THE STATION IS LOCATED ABOUT 50 KM (31.1 MI) WEST-SOUTHWEST OF FU3789'MARICOPA, 45 KM (28.0 MI) EAST OF SANTA MARIA, AND ALONG STATE HIGHWAY FU3789'166. OWNERSHIP--CALIFORNIA DEPARTMENT OF TRANSPORTATION. TO REACH FROM FU3789'THE JUNCTION OF STATE HIGHWAYS 166 AND 33, EAST OF CUYAMA, GO WEST ON FU3789'HIGHWAY 166 FOR 16.7 KM (10.4 MI) TO THE INTERSECTION WITH PERKINS FU3789'ROAD IN NEW CUYAMA. CONTINUE NORTHWESTERLY ON HWY 166 FOR 9.25 KM FU3789'(5.75 MI) TO THE JUNCTION OF WASIOJA ROAD ON THE LEFT. CONTINUE FU3789'NORTHWESTERLY ON HWY 166 FOR 5.6 KM (3.5 MI) TO THE STATION ON THE FU3789'LEFT AT A FENCE CORNER. STATION MARK IS CADT SURVEY DISK ATOP AN FU3789'ALUMINUM ALLOY ROD ENCASED IN A PIPE WITH LOGO CAP SURROUNDED BY FU3789'CONCRETE SET FLUSH WITH THE GROUND. IT IS 29.6 M (97.1 FT) SOUTHWEST FU3789'OF THE CENTER OF HIGHWAY 166, 23.8 M (78.1 FT) WEST OF POST MILE 55.04 FU3789'ON TH EASTBOUND SIDE, 20.4 M (66.9 FT) SOUTHWEST OF A 5-STRAND BARBED FU3789'WIRE FENCE, 1.8 M (5.9 FT) EAST OF BARBED WIRE FENCE CORNER, AND 0.5 M FU3789'(1.6 FT) NORTHEAST OF A FIBERGLASS WITNESS POST. FU3789 FU3789 STATION RECOVERY (1994) FU3789 FU3789'RECOVERY NOTE BY CALTRANS 1994 (RGD) FU3789'RECOVERED AS DESCRIBED. FU3789 FU3789 STATION RECOVERY (1998) FU3789 FU3789'RECOVERY NOTE BY CALTRANS 1998 (REH) FU3789'RECOVERED AS DESCRIBED. FU3789 FU3789 STATION RECOVERY (2001) FU3789 FU3789'RECOVERY NOTE BY CALTRANS 2001 (TJR) FU3789'RECOVERED IN GOOD CONDITION. FU3789 FU3789 STATION RECOVERY (2002) FU3789 FU3789'RECOVERY NOTE BY CALTRANS 2002 (RBM) FU3789'RECOVERED IN GOOD CONDITION. FU3789 FU3789 STATION RECOVERY (2003) FU3789 FU3789'RECOVERY NOTE BY CALTRANS 2003 FU3789'RECOVERED IN GOOD CONDITION. FU3789 FU3789 STATION RECOVERY (2003) FU3789 FU3789'RECOVERY NOTE BY CALTRANS 2003 (TJR) FU3789'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DZ1810 *********************************************************************** DZ1810 DESIGNATION - HPGN D CA 05 GN DZ1810 PID - DZ1810 DZ1810 STATE/COUNTY- CA/SANTA BARBARA DZ1810 USGS QUAD - SANTA MARIA (1982) DZ1810 DZ1810 *CURRENT SURVEY CONTROL DZ1810 ___________________________________________________________________ DZ1810* NAD 83(1992)- 34 55 09.62416(N) 120 26 27.32738(W) ADJUSTED DZ1810* NAVD 88 - 73.2 (meters) 240. (feet) GPS OBS DZ1810 ___________________________________________________________________ DZ1810 EPOCH DATE - 1991.35 DZ1810 X - -2,652,607.659 (meters) COMP DZ1810 Y - -4,513,870.300 (meters) COMP DZ1810 Z - 3,630,554.794 (meters) COMP DZ1810 LAPLACE CORR- 3.75 (seconds) DEFLEC99 DZ1810 ELLIP HEIGHT- 37.73 (meters) (06/24/96) GPS OBS DZ1810 GEOID HEIGHT- -35.45 (meters) GEOID99 DZ1810 DZ1810 HORZ ORDER - FIRST DZ1810 ELLP ORDER - FOURTH CLASS I DZ1810 DZ1810.The horizontal coordinates were established by GPS observations DZ1810.and adjusted by the National Geodetic Survey in June 1996. DZ1810.The horizontal coordinates are valid at the epoch date displayed above. DZ1810.The epoch date for horizontal control is a decimal equivalence DZ1810.of Year/Month/Day. DZ1810 DZ1810.The orthometric height was determined by GPS observations and a DZ1810.high-resolution geoid model. DZ1810 DZ1810.The X, Y, and Z were computed from the position and the ellipsoidal ht. DZ1810 DZ1810.The Laplace correction was computed from DEFLEC99 derived deflections. DZ1810 DZ1810.The ellipsoidal height was determined by GPS observations DZ1810.and is referenced to NAD 83. DZ1810 DZ1810.The geoid height was determined by GEOID99. DZ1810 DZ1810; North East Units Scale Converg. DZ1810;SPC CA 5 - 660,148.562 1,776,992.382 MT 0.99992642 -1 23 28.9 DZ1810;SPC CA 5 - 2,165,837.41 5,830,015.84 sFT 0.99992642 -1 23 28.9 DZ1810;UTM 10 - 3,867,087.874 733,775.826 MT 1.00027362 +1 27 55.9 DZ1810 DZ1810 SUPERSEDED SURVEY CONTROL DZ1810 DZ1810 NAD 83(1992)- 34 55 09.62417(N) 120 26 27.32741(W) AD(1991.35) 1 DZ1810 ELLIP HT - 37.72 (m) (08/05/94) GP(1991.35) 4 2 DZ1810 DZ1810.Superseded values are not recommended for survey control. DZ1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ1810.See file dsdata.txt to determine how the superseded data were derived. DZ1810 DZ1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD3377667088(NAD 83) DZ1810_MARKER: DD = SURVEY DISK DZ1810_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DZ1810_STAMPING: CA-HPGN-D STA. 05-GN SB 101 PM 86.59 1993 DZ1810_MARK LOGO: CADT DZ1810_PROJECTION: FLUSH DZ1810_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DZ1810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DZ1810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DZ1810+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2002 DZ1810_ROD/PIPE-DEPTH: 3 meters DZ1810 DZ1810 HISTORY - Date Condition Report By DZ1810 HISTORY - 1993 MONUMENTED CADT DZ1810 HISTORY - 20020904 GOOD CADT DZ1810 DZ1810 STATION DESCRIPTION DZ1810 DZ1810'DESCRIBED BY CALTRANS 1993 DZ1810'THE STATION IS LOCATED IN THE CALIFORNIA DEPARTMENT OF TRANSPORTATION DZ1810'(CALTRANS) SANTA MARIA MAINTENANCE STATION IN THE CITY OF SANTA DZ1810'MARIA. DZ1810'$ DZ1810'TO REACH THE STATION FROM THE U.S. HIGHWAY 101 AND BETTERAVIA ROAD DZ1810'INTERCHANGE IN THE CITY OF SANTA MARIA, GO WEST ON BETTERAVIA ROAD DZ1810'FOR 1.3 MI (2.1 KM) TO THE INTERSECTION OF THORNBURG STREET. TURN DZ1810'LEFT AND GO SOUTH ON THORNBURG STREET FOR 0.1 MI (0.2 KM) TO THE DZ1810'CALTRANS MAINTENANCE STATION ON THE RIGHT. DZ1810'$ DZ1810'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET DZ1810'IN CONCRETE FLUSH WITH THE GROUND, INSIDE A GATED 8 FT (2.4 M) BY 8 DZ1810'FT (2.4 M) CHAINLINK FENCE ENCLOSURE, IN THE SOUTHEAST QUADRANT OF DZ1810'THE MAINTENANCE STATION, ABOUT 60 FT (18.3 M) SOUTHERLY OF THE DZ1810'MAINTENANCE STATION ENTRANCE. DZ1810'$ DZ1810'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION DZ1810'SURVEY. IT IS NOT INTENDED FOR USE BY NON-CALTRANS PERSONNEL. CONTACT DZ1810'THE CALTRANS DISTRICT SURVEYS ENGINEER AT THE CALTRANS DISTRICT DZ1810'OFFICE LOCATED AT 50 HIGUERA STREET IN SAN LUIS OBISPO (P.O. BOX DZ1810'8114, SAN LUIS OBISPO, CA 93403-8114) FOR FURTHER INFORMATION. DZ1810 DZ1810 STATION RECOVERY (2002) DZ1810 DZ1810'RECOVERY NOTE BY CALTRANS 2002 DZ1810'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EW3944 *********************************************************************** EW3944 DESIGNATION - N 303 EW3944 PID - EW3944 EW3944 STATE/COUNTY- CA/SANTA BARBARA EW3944 USGS QUAD - CUYAMA (1964) EW3944 EW3944 *CURRENT SURVEY CONTROL EW3944 ___________________________________________________________________ EW3944* NAD 83(1992)- 34 56 10.51849(N) 119 37 11.98091(W) ADJUSTED EW3944* NAVD 88 - 689.7 (meters) 2263. (feet) GPS OBS EW3944 ___________________________________________________________________ EW3944 EPOCH DATE - 1991.35 EW3944 X - -2,587,382.813 (meters) COMP EW3944 Y - -4,550,918.857 (meters) COMP EW3944 Z - 3,632,447.564 (meters) COMP EW3944 LAPLACE CORR- 2.63 (seconds) DEFLEC99 EW3944 ELLIP HEIGHT- 656.29 (meters) (08/05/94) GPS OBS EW3944 GEOID HEIGHT- -33.40 (meters) GEOID99 EW3944 EW3944 HORZ ORDER - FIRST EW3944 VERT ORDER - SECOND CLASS 0 (See Below) EW3944 ELLP ORDER - FOURTH CLASS II EW3944 EW3944.The horizontal coordinates were established by GPS observations EW3944.and adjusted by the National Geodetic Survey in June 1996. EW3944.The horizontal coordinates are valid at the epoch date displayed above. EW3944.The epoch date for horizontal control is a decimal equivalence EW3944.of Year/Month/Day. EW3944 EW3944.The orthometric height was determined by GPS observations and a EW3944.high-resolution geoid model. EW3944.The vertical order pertains to the superseded datum. EW3944 EW3944.The X, Y, and Z were computed from the position and the ellipsoidal ht. EW3944 EW3944.The Laplace correction was computed from DEFLEC99 derived deflections. EW3944 EW3944.The ellipsoidal height was determined by GPS observations EW3944.and is referenced to NAD 83. EW3944 EW3944.The geoid height was determined by GEOID99. EW3944 EW3944; North East Units Scale Converg. EW3944;SPC CA 5 - 660,509.637 1,852,016.215 MT 0.99992733 -0 55 24.3 EW3944;SPC CA 5 - 2,167,022.03 6,076,156.53 sFT 0.99992733 -0 55 24.3 EW3944;UTM 11 - 3,869,108.460 260,706.956 MT 1.00030579 -1 30 03.9 EW3944 EW3944 SUPERSEDED SURVEY CONTROL EW3944 EW3944 NAD 83(1992)- 34 56 10.51853(N) 119 37 11.98096(W) AD(1991.35) 1 EW3944 NGVD 29 - 689.325 (m) 2261.56 (f) ADJ UNCH 2 0 EW3944 EW3944.Superseded values are not recommended for survey control. EW3944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW3944.See file dsdata.txt to determine how the superseded data were derived. EW3944 EW3944_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU6070769108(NAD 83) EW3944_MARKER: DB = BENCH MARK DISK EW3944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EW3944_STAMPING: N 303 1934 EW3944_MARK LOGO: CGS EW3944_MAGNETIC: N = NO MAGNETIC MATERIAL EW3944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EW3944+STABILITY: SURFACE MOTION EW3944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW3944+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2003 EW3944 EW3944 HISTORY - Date Condition Report By EW3944 HISTORY - 1934 MONUMENTED CGS EW3944 HISTORY - 1935 GOOD NGS EW3944 HISTORY - 1964 GOOD NGS EW3944 HISTORY - 19930517 GOOD CADT EW3944 HISTORY - 20030503 GOOD CADT EW3944 EW3944 STATION DESCRIPTION EW3944 EW3944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 EW3944'20.3 MI SW FROM MARICOPA. EW3944'IN SANTA BARBARA COUNTY, 20.3 MILES SOUTHWEST ALONG STATE HIGHWAY EW3944'166 FROM MARICOPA, KERN COUNTY, 1.5 MILES SOUTHWEST OF A BRIDGE EW3944'OVER CUYAMA RIVER AND THE SANTA BARBARA-SAN LUIS OBISPO COUNTY EW3944'LINE, 0.2 MILE NORTHEAST OF A WOODEN BRIDGE AT HIGHWAY STATION EW3944'427+31, 56 YARDS WEST OF A HIGHWAY STOCK PILE, 30 FEET NORTH EW3944'OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT SOUTH OF THE FENCE. EW3944'A STANDARD DISK, STAMPED N 303 1934 AND SET IN THE TOP OF A EW3944'CONCRETE POST. EW3944 EW3944 STATION RECOVERY (1964) EW3944 EW3944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 EW3944'RECOVERED IN GOOD CONDITION. EW3944 EW3944 STATION RECOVERY (1993) EW3944 EW3944'RECOVERY NOTE BY CALTRANS 1993 EW3944'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. EW3944'$ EW3944'THE STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 166 IN THE EW3944'TOWN OF CUYAMA, ABOUT 48 MI (77.2 KM) EAST OF THE CITY OF SANTA EW3944'MARIA. EW3944'$ EW3944'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 166, EW3944'IN THE SOUTHEAST CORNER OF SAN LUIS OBISPO COUNTY, GO WEST ON STATE EW3944'HIGHWAY 166 FOR 4.78 MI (7.69 KM) TO THE CUYAMA RIVER BRIDGE (NO. EW3944'51-66). CONTINUE WEST ON STATE HIGHWAY 166 FOR 1.47 MI (2.37 KM) TO EW3944'THE STATION ON THE RIGHT AT POST MILE 68.47, ACROSS THE HIGHWAY FROM EW3944'THE POST OFFICE IN THE COMMUNITY OF CUYAMA. A DIRT SHOULDER ADJACENT EW3944'TO THE STATION PROVIDES ADEQUATE PARKING. EW3944'$ EW3944'THE STATION IS 149.5 FT (45.6 M) NORTHWEST OF AND ACROSS THE HIGHWAY EW3944'FROM THE FLAG POLE AT THE CUYAMA POST OFFICE, 30 FT (9.1 M) NORTH OF EW3944'THE CENTERLINE OF STATE HIGHWAY 166, 1.2 FT (0.4 M) NORTH OF A METAL EW3944'WITNESS POST, 1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST, 1.0 EW3944'FT (0.3 M) SOUTH OF A 4 STRAND BARBED WIRE R/W FENCE, AND ABOUT 1 FT EW3944'(0.3 M) HIGHER THAN THE HIGHWAY. EW3944'$ EW3944'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION EW3944'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF EW3944'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN EW3944'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO EW3944'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN EW3944'SAN LUIS OBISPO AT (805) 549-3152. EW3944 EW3944 STATION RECOVERY (2003) EW3944 EW3944'RECOVERY NOTE BY CALTRANS 2003 EW3944'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DZ1811 *********************************************************************** DZ1811 DESIGNATION - SAN ANTONIO DZ1811 PID - DZ1811 DZ1811 STATE/COUNTY- CA/SANTA BARBARA DZ1811 USGS QUAD - ORCUTT (1978) DZ1811 DZ1811 *CURRENT SURVEY CONTROL DZ1811 ___________________________________________________________________ DZ1811* NAD 83(1992)- 34 46 27.20219(N) 120 25 45.64263(W) ADJUSTED DZ1811* NAVD 88 - 102.7 (meters) 337. (feet) GPS OBS DZ1811 ___________________________________________________________________ DZ1811 EPOCH DATE - 1991.35 DZ1811 X - -2,656,366.491 (meters) COMP DZ1811 Y - -4,522,358.661 (meters) COMP DZ1811 Z - 3,617,359.243 (meters) COMP DZ1811 LAPLACE CORR- 1.65 (seconds) DEFLEC99 DZ1811 ELLIP HEIGHT- 66.98 (meters) (08/05/94) GPS OBS DZ1811 GEOID HEIGHT- -35.73 (meters) GEOID99 DZ1811 DZ1811 HORZ ORDER - FIRST DZ1811 ELLP ORDER - FOURTH CLASS II DZ1811 DZ1811.The horizontal coordinates were established by GPS observations DZ1811.and adjusted by the National Geodetic Survey in June 1996. DZ1811.The horizontal coordinates are valid at the epoch date displayed above. DZ1811.The epoch date for horizontal control is a decimal equivalence DZ1811.of Year/Month/Day. DZ1811 DZ1811.The orthometric height was determined by GPS observations and a DZ1811.high-resolution geoid model. DZ1811 DZ1811.The X, Y, and Z were computed from the position and the ellipsoidal ht. DZ1811 DZ1811.The Laplace correction was computed from DEFLEC99 derived deflections. DZ1811 DZ1811.The ellipsoidal height was determined by GPS observations DZ1811.and is referenced to NAD 83. DZ1811 DZ1811.The geoid height was determined by GEOID99. DZ1811 DZ1811; North East Units Scale Converg. DZ1811;SPC CA 5 - 644,029.881 1,777,661.043 MT 0.99992221 -1 23 05.1 DZ1811;SPC CA 5 - 2,112,954.70 5,832,209.61 sFT 0.99992221 -1 23 05.1 DZ1811;UTM 10 - 3,851,016.797 735,246.814 MT 1.00028214 +1 28 00.6 DZ1811 DZ1811 SUPERSEDED SURVEY CONTROL DZ1811 DZ1811 NAD 83(1992)- 34 46 27.20221(N) 120 25 45.64263(W) AD(1991.35) 1 DZ1811 DZ1811.Superseded values are not recommended for survey control. DZ1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ1811.See file dsdata.txt to determine how the superseded data were derived. DZ1811 DZ1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD3524751017(NAD 83) DZ1811_MARKER: DD = SURVEY DISK DZ1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DZ1811_STAMPING: SAN ANTONIO 1982 DZ1811_MARK LOGO: CADT DZ1811_MAGNETIC: N = NO MAGNETIC MATERIAL DZ1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ1811+STABILITY: SURFACE MOTION DZ1811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DZ1811+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003 DZ1811 DZ1811 HISTORY - Date Condition Report By DZ1811 HISTORY - 1982 MONUMENTED CADT DZ1811 HISTORY - 19930517 GOOD CADT DZ1811 HISTORY - 20030403 GOOD CADT DZ1811 DZ1811 STATION DESCRIPTION DZ1811 DZ1811'DESCRIBED BY CALTRANS 1993 DZ1811'THE STATION IS LOCATED NEAR THE INTERSECTION OF STATE HIGHWAY 1 AND DZ1811'SAN ANTONIO ROAD, ABOUT 13 MI (20.9 KM) SOUTH OF THE CITY OF SANTA DZ1811'MARIA AND ABOUT 10 MI (16.1 KM) NORTH OF THE CITY OF LOMPOC. DZ1811'$ DZ1811'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE DZ1811'HIGHWAY 135 IN THE TOWN OF LOS ALAMOS (ABOUT 18 MI (29.0 KM) DZ1811'SOUTHEAST OF THE CITY OF SANTA MARIA), GO WEST ON STATE HIGHWAY 135 DZ1811'FOR 9.55 MILES (15.37 KM) TO A SIDE ROAD LEFT, SAN ANTONIO ROAD. DZ1811'CONTINUE NORTH ON STATE HIGHWAY 135 FOR 0.1 MI (0.2 KM) TO THE DZ1811'STATION ON THE RIGHT ON TOP OF A SMALL CUT BANK AT POST MILE 9.71. DZ1811'THE STATION IS JUST WEST OF A 90-DEGREE ANGLE POINT IN THE HIGHWAY DZ1811'RIGHT-OF-WAY FENCE. A DIRT SHOULDER ADJACENT TO THE STATION PROVIDES DZ1811'ADEQUATE PARKING. DZ1811'$ DZ1811'STATION MARKS ARE STANDARD CALIFORNIA DEPARTMENT OF TRANSPORTATION DZ1811'3-5/8 INCH BRASS DISKS STAMPED SAN ANTONIO 1982. THE SURFACE MARK IS DZ1811'SET IN THE TOP OF A 14-INCH CONCRETE CYLINDER THAT IS FLUSH WITH THE DZ1811'GROUND, 52.326 FT (15.949 M) SOUTHWEST OF REFERENCE MARK NO. 1, 42 FT DZ1811'(12.8 M) NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF DZ1811'STATE HIGHWAY 135, 32.926 FT (10.036 M) SOUTH OF REFERENCE MARK NO. DZ1811'2, 22 FT (6.7 M) NORTHEAST OF AN AC CURB OF NORTH BOUND STATE HIGHWAY DZ1811'135, 13 FT (4.0 M) SOUTHWEST OF A 5 STRAND BARBED WIRE R/W FENCE DZ1811'CORNER, 2.8 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, 2.2 FT DZ1811'(0.7 M) NORTHEAST OF A T-BAR METAL WITNESS POST, AND ABOUT 6 FT DZ1811'(1.8 M) HIGHER THAN THE HIGHWAY. THE UNDERGROUND MARK IS SET IN DZ1811'CONCRETE 48 INCHES BELOW THE SURFACE. DZ1811'$ DZ1811'REFERENCE MARK NO. 1 IS A STANDARD CALIFORNIA DEPARTMENT OF DZ1811'TRANSPORTATION 3-5/8 INCH BRASS DISK STAMPED SAN ANTONIO NO. 1 1982 DZ1811'SET IN THE TOP OF A 14-INCH CONCRETE CYLINDER THAT IS FLUSH WITH THE DZ1811'GROUND, 27 FT (8.2 M) SOUTH-SOUTHEAST OF A BRACED BARBED WIRE R/W DZ1811'FENCE CORNER, 6 FT (1.8 M) WEST OF A BARBED WIRE R/W FENCE, 3.0 FT DZ1811'(0.9 M) WEST OF A 5 FT (1.5 M) T-BAR METAL WITNESS POST, AND 0.6 FT DZ1811'(18.3 CM) HIGHER THAN THE STATION. DZ1811'$ DZ1811'REFERENCE MARK NO. 2 IS A STANDARD CALIFORNIA DEPARTMENT OF DZ1811'TRANSPORTATION 3-5/8 INCH BRASS DISK STAMPED SAN ANTONIO NO. 2 1982 DZ1811'SET IN THE TOP OF A 14-INCH CONCRETE CYLINDER THAT IS FLUSH WITH THE DZ1811'GROUND, 31 FT (9.4 M) NORTH-NORTHWEST OF A BRACED BARBED WIRE R/W DZ1811'FENCE CORNER, 2.0 FT (0.6 M) SOUTHEAST OF A 5 FT (1.5 M) T-BAR METAL DZ1811'WITNESS POST, 1.5 FT (0.5 M) WEST OF A BARBED WIRE R/W FENCE, AND 1.5 DZ1811'FT (0.5 M) HIGHER THAN THE STATION. DZ1811'$ DZ1811'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION DZ1811'SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF DZ1811'TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN DZ1811'ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO DZ1811'OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN DZ1811'SAN LUIS OBISPO AT (805) 549-3152. DZ1811 DZ1811 STATION RECOVERY (2003) DZ1811 DZ1811'RECOVERY NOTE BY CALTRANS 2003 DZ1811'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 DZ1221 *********************************************************************** DZ1221 DESIGNATION - VANDENBERG VLBI STA 7223 DZ1221 PID - DZ1221 DZ1221 STATE/COUNTY- CA/SANTA BARBARA DZ1221 USGS QUAD - TRANQUILLON MTN (1978) DZ1221 DZ1221 *CURRENT SURVEY CONTROL DZ1221 ___________________________________________________________________ DZ1221* NAD 83(1992)- 34 33 21.87459(N) 120 36 59.06979(W) ADJUSTED DZ1221* NAVD 88 - 24.651 (meters) 80.88 (feet) ADJUSTED DZ1221 ___________________________________________________________________ DZ1221 EPOCH DATE - 1995.50 DZ1221 X - -2,678,094.390 (meters) COMP DZ1221 Y - -4,525,451.955 (meters) COMP DZ1221 Z - 3,597,410.249 (meters) COMP DZ1221 LAPLACE CORR- 5.98 (seconds) DEFLEC99 DZ1221 ELLIP HEIGHT- -11.58 (meters) (04/03/97) GPS OBS DZ1221 GEOID HEIGHT- -36.23 (meters) GEOID99 DZ1221 DYNAMIC HT - 24.628 (meters) 80.80 (feet) COMP DZ1221 MODELED GRAV- 979,702.4 (mgal) NAVD 88 DZ1221 DZ1221 HORZ ORDER - B DZ1221 VERT ORDER - FIRST CLASS II DZ1221 ELLP ORDER - SECOND CLASS I DZ1221 DZ1221.The horizontal coordinates were established by GPS observations DZ1221.and adjusted by the National Geodetic Survey in November 1996. DZ1221.The horizontal coordinates are valid at the epoch date displayed above. DZ1221.The epoch date for horizontal control is a decimal equivalence DZ1221.of Year/Month/Day. DZ1221 DZ1221.The orthometric height was determined by differential leveling DZ1221.and adjusted by the National Geodetic Survey in June 1991. DZ1221 DZ1221.The X, Y, and Z were computed from the position and the ellipsoidal ht. DZ1221 DZ1221.The Laplace correction was computed from DEFLEC99 derived deflections. DZ1221 DZ1221.The ellipsoidal height was determined by GPS observations DZ1221.and is referenced to NAD 83. DZ1221 DZ1221.The geoid height was determined by GEOID99. DZ1221 DZ1221.The dynamic height is computed by dividing the NAVD 88 DZ1221.geopotential number by the normal gravity value computed on the DZ1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DZ1221.degrees latitude (g = 980.6199 gals.). DZ1221 DZ1221.The modeled gravity was interpolated from observed gravity values. DZ1221 DZ1221; North East Units Scale Converg. DZ1221;SPC CA 5 - 620,269.655 1,759,914.554 MT 0.99992789 -1 29 29.0 DZ1221;SPC CA 5 - 2,035,001.36 5,773,986.33 sFT 0.99992789 -1 29 29.0 DZ1221;UTM 10 - 3,826,396.589 718,697.507 MT 1.00018956 +1 21 09.1 DZ1221 DZ1221|---------------------------------------------------------------------| DZ1221| PID Reference Object Distance Geod. Az | DZ1221| dddmmss.s | DZ1221| AB5444 VANDENBERG PEQ 25.171 METERS 35520 | DZ1221|---------------------------------------------------------------------| DZ1221 DZ1221 SUPERSEDED SURVEY CONTROL DZ1221 DZ1221 ELLIP HT - -9.73 (m) (11/19/96) GP(1995.50) 1 1 DZ1221 NAD 83(1986)- 34 33 21.87405(N) 120 36 59.04782(W) AD(1984.00) 1 DZ1221 NAD 83(1992)- 34 33 21.86970(N) 120 36 59.06292(W) AD(1991.35) A DZ1221 ELLIP HT - -11.58 (m) (04/03/92) GP(1991.35) 1 1 DZ1221 NAD 83(1986)- 34 33 21.86305(N) 120 36 59.05618(W) AD(1984.00) 1 DZ1221 NGVD 29 - 24.3 (m) 80. (f) GPS OBS DZ1221 DZ1221.Superseded values are not recommended for survey control. DZ1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ1221.See file dsdata.txt to determine how the superseded data were derived. DZ1221 DZ1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD1869826397(NAD 83) DZ1221_MARKER: DD = SURVEY DISK DZ1221_SETTING: 31 = SLAB DZ1221_STAMPING: VLBI STA 7223 1983 DET 1 G SS DZ1221_MARK LOGO: DMA DZ1221_MAGNETIC: N = NO MAGNETIC MATERIAL DZ1221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DZ1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DZ1221+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003 DZ1221 DZ1221 HISTORY - Date Condition Report By DZ1221 HISTORY - 1983 MONUMENTED DOD DZ1221 HISTORY - 19890519 GOOD NGS DZ1221 HISTORY - 19910425 GOOD NGS DZ1221 HISTORY - 19930909 GOOD CADT DZ1221 HISTORY - 19940405 GOOD NGS DZ1221 HISTORY - 19970116 GOOD NGS DZ1221 HISTORY - 20010412 GOOD CADT DZ1221 HISTORY - 20020516 GOOD CADT DZ1221 HISTORY - 20030625 GOOD CADT DZ1221 DZ1221 STATION DESCRIPTION DZ1221 DZ1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 DZ1221'40.6 KM (25.25 MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD DZ1221'FROM THE JUNCTION OF BLACK ROAD IN CASMALIA, THENCE 0.4 KM (0.25 MI) DZ1221'SOUTH ALONG A PAVED ROAD (KNOWN LOCALLY AS BOATHOUSE ROAD), THENCE 0.6 DZ1221'KM (0.35 MI) WEST ALONG A GRAVELED ROAD, IN A BARBED WIRE ENCLOSURE, DZ1221'65.5 M (214.9 FT) NORTH OF THE CENTERLINE OF THE ROAD, 23.5 M DZ1221'(77.1 FT) NORTHEAST OF THE WEST GATE POST TO THE ENCLOSURE, 12.5 M DZ1221'(41.0 FT) SOUTH OF THE FENCE, AND IN A CONCRETE MONUMENT THAT IS FLUSH DZ1221'WITH THE GROUND SURFACE. NOTE--THE MONUMENT IS SURROUNDED BY A 3 FOOT DZ1221'CONCRETE PAD. DZ1221'PRIMARY SCIENTIFIC PURPOSES - MEASUREMENTS SUPPORTING THE DZ1221'DETERMINATION OF PLATE MOTION, PLATE STABILITY, REGIONAL DEFORMATION, DZ1221'AND INTERCOMPARISON OF MEASUREMENT TECHNIQUES. DZ1221'SITE DESCRIPTION THE ORIGINAL SITE WAS LOCATED ON A TELEMETRY DZ1221'RECEIVING SITE ON OAK MOUNTAIN AT VANDENBERG AIR FORCE BASE. TWO DZ1221'MONUMENTS WERE PROVIDED FOR JOINT OCCUPATIONS BY MOBILE VLBI LASER DZ1221'SYSTEMS. THE OAK MOUNTAIN SITE HAS BEEN ABANDONED DUE TO EXCESSIVE DZ1221'RADIO FREQUENCY INTERFERENCE. THE NEW SITE ON THE SOUTH COAST OF THE DZ1221'AIR FORCE BASE NEAR THE BOAT HOUSE ON THE SANTA BARBARA CHANNEL IS DZ1221'PERMANENTLY OCCUPIED BY MV-1. DZ1221'THE MARK IS A DMA DISK. DZ1221'SITE TOPO MAP - LOMPOC HILLS, CA., USGS. DZ1221'GEOLOGICAL PROVINCE - TRANSVERSE RANGES DZ1221'LOCAL GEOLOGY - MIOCENE MARINE TERRACE DEPOSITS. DZ1221'COMMENTS - AS OF 1983, MV-1 IS PREMANENTLY OCCUPYING THE BOAT HOUSE DZ1221'SITE ON THE SANTA BARBARA CHANNEL. DZ1221 DZ1221 STATION RECOVERY (1991) DZ1221 DZ1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 DZ1221'THE STATION IS LOCATED ABOUT 80 KM (49.7 MI) WEST-NORTHWEST OF SANTA DZ1221'BARBARA, 12 KM (7.5 MI) SOUTHWEST OF LOMPOC AND ON VANDENBERG AIR DZ1221'FORCE BASE, SOUTH OF POINT ARGUELLO. OWNERSHIP--VANDENBERG AIR FORCE DZ1221'BASE, CONTACT MR CLARK WARDRIP, PROJECT ENGINEER, ALLIED-SIGNAL DZ1221'AEROSPACE COMPANY, BUILDING 840, ROOM A-1028, PHONE 805-865-3214. DZ1221'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 (H STREET) DZ1221'AND 246 (OCEAN AVENUE) IN THE CENTER OF LOMPOC, GO WESTERLY ON OCEAN DZ1221'AVENUE FOR 10.52 KM (6.54 MI) TO A CROSSROAD (ARGUELLO BOULEVARD ON DZ1221'THE LEFT AND 13TH STREET ON THE RIGHT). TURN LEFT AND GO SOUTHERLY DZ1221'ON ARGUELLO BOULEVARD, PASSING THROUGH THE BASE GUARD GATE (ADVANCE DZ1221'PERMIT NEEDED) FOR 3.60 KM (2.24 MI) TO A CROSSROAD. TURN RIGHT AND DZ1221'GO WESTERLY ON BEAR CREEK ROAD FOR 4.41 KM (2.74 MI) TO A T-JUNCTION. DZ1221'TURN LEFT AND GO SOUTHERLY ON COAST ROAD AND LUNAR ROAD FOR 8.89 KM DZ1221'(5.52 MI) TO A T-JUNCTION. TURN RIGHT AND GO SOUTHERLY ON THE PAVED DZ1221'ROAD FOR 2.72 KM (1.69 MI) TO A PAVED ROAD ON THE LEFT. TURN LEFT DZ1221'AND GO SOUTHEAST ON THE PAVED ROAD, PASSING THROUGH A LOCKED GATE, DZ1221'FOR 1.42 KM (0.88 MI) TO A GRAVELED AND PAVED ROAD AND GATE 41 ON THE DZ1221'RIGHT. TURN RIGHT AND GO SOUTH ON THE ROAD, AROUND THE GATE AND DZ1221'PASSING THROUGH GATE 42 FOR 1.87 KM (1.16 MI) TO A GRAVELED ROAD ON DZ1221'THE RIGHT, JUST BEFORE ENTERING THE BOATHOUSE COMPOUND. TURN RIGHT DZ1221'AND GO SOUTHWESTERLY ON THE GRAVELED ROAD FOR 0.28 KM (0.17 MI) TO A DZ1221'PAVED ROAD. TURN RIGHT AND GO WEST ON THE PAVED ROAD FOR 0.18 KM DZ1221'(0.11 MI) TO A GRAVELED ROAD ON THE RIGHT. TURN RIGHT AND GO DZ1221'NORTHERLY ON THE GRAVELED ROAD FOR 0.06 KM (0.04 MI) TO A NOAA DZ1221'NATIONAL GEODETIC SURVEY TRAILER, A FENCED-IN CRUSTAL DYNAMICS AREA DZ1221'AND THE STATION ON THE RIGHT. DZ1221'THE STATION IS A STANDARD DMA DISK SET IN THE NORTHEAST PART OF THE DZ1221'FENCED-IN AREA AND IN THE TOP OF A 4 X 4 FOOT CONCRETE SLAB. LOCATED DZ1221'27.2 M (89.2 FT) EAST-SOUTHEAST FROM A LIGHT POST, 18.9 M (62.0 FT) DZ1221'NORTHWEST FROM A LIGHT POST, 13.5 M (44.3 FT) SOUTHWEST FROM A LIGHT, DZ1221'12.1 M (39.7 FT) SOUTH FROM A FENCE AND 10.8 M (35.4 FT) WEST FROM A DZ1221'FENCE. DZ1221 DZ1221 STATION RECOVERY (1993) DZ1221 DZ1221'RECOVERY NOTE BY CALTRANS 1993 DZ1221'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. DZ1221'$ DZ1221'THE STATION IS LOCATED ON THE SOUTH BASE OF VANDENBERG AIR FORCE BASE, DZ1221'ABOUT 55 MI (88.5 KM) WEST-NORTHWEST OF THE CITY OF SANTA BARBARA, DZ1221'ABOUT 11 MI (17.7 KM) SOUTHWEST OF THE CITY OF LOMPOC, AND ABOUT 3 MI DZ1221'(4.8 KM) SOUTHEAST OF THE POINT ARGUELLO LIGHTHOUSE. DZ1221'$ DZ1221'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1 (H STREET) DZ1221'AND STATE HIGHWAY 246 (OCEAN AVENUE) IN THE CENTER OF LOMPOC, GO WEST DZ1221'ON OCEAN AVENUE FOR 6.5 MI (10.5 KM) TO THE INTERSECTION WITH DZ1221'ARGUELLO BOULEVARD ON THE LEFT AND 13TH STREET ON THE RIGHT. TURN DZ1221'LEFT AND GO SOUTHERLY ON ARGUELLO BOULEVARD (PAST THE CLOSED SOUTH DZ1221'BASE VISITORS CENTER), PASSING THROUGH THE SOUTH BASE GUARD GATE, FOR DZ1221'2.24 MI (3.60 KM) TO THE INTERSECTION WITH BEAR CREEK ROAD. TURN DZ1221'RIGHT AND GO WESTERLY ON BEAR CREEK ROAD FOR 2.74 MI (4.41 KM) TO A DZ1221'T-INTERSECTION WITH COAST ROAD AND LUNAR ROAD. TURN LEFT AND GO DZ1221'SOUTHERLY ON COAST ROAD AND LUNAR ROAD FOR 5.52 MI (8.88 KM) TO A DZ1221'T-INTERSECTION WITH SIGN POINTING TO RIGHT FOR BOAT HOUSE. TURN RIGHT DZ1221'AND GO SOUTHERLY ON COAST ROAD FOR 1.69 MI (2.72 KM) TO A PAVED SIDE DZ1221'ROAD LEFT WITH SIGN FOR BOAT HOUSE, JUST BEFORE REACHING LOCKED GATES DZ1221'ACROSS COAST ROAD AT RAILROAD CROSSING. TURN LEFT AND GO SOUTHEAST ON DZ1221'THE PAVED ROAD, PASSING THROUGH GATE 40 (LOCKED - NEED KEY), FOR 0.88 DZ1221'MI (1.42 KM) TO THE INTERSECTION WITH A PAVED AND GRAVELED ROAD AND DZ1221'GATE 41 (UNLOCKED CATTLE GATE AT RAILROAD) ON THE RIGHT. TURN RIGHT DZ1221'AND GO SOUTH THROUGH GATE 41, ACROSS RAILROAD TRACKS, AND THROUGH DZ1221'GATE 42 (UNLOCKED CATTLE GATE ON OPPOSITE SIDE OF TRACKS), FOR 0.25 DZ1221'MI (0.40 KM) TO A GRAVELED ROAD ON THE RIGHT, JUST BEFORE ENTERING DZ1221'THE BOATHOUSE COMPOUND. TURN RIGHT AND GO SOUTHWESTERLY ON THE DZ1221'GRAVELED ROAD FOR 0.17 MI (0.27 KM) TO THE INTERSECTION WITH A PAVED DZ1221'ROAD, COAST ROAD. TURN RIGHT AND GO WEST ON COAST ROAD FOR 0.11 MI DZ1221'(0.18 KM) TO A GRAVELED ROAD ON THE RIGHT. TURN RIGHT AND GO NORTH ON DZ1221'THE GRAVELED ROAD FOR 0.04 MI (0.06 KM) TO AN UNLOCKED GATE FOR THE DZ1221'NOAA NATIONAL GEODETIC SURVEY TRAILER AND A FENCED-IN CRUSTAL DZ1221'DYNAMICS AREA. PASS THROUGH THE GATE AND THE STATION IS ON THE RIGHT. DZ1221'$ DZ1221'THE STATION IS A STANDARD DEFENSE MAPPING AGENCY DISK, SET IN THE TOP DZ1221'OF A 4 FT (1.2 M) BY 4 FT (1.2 M) CONCRETE SLAB, FLUSH WITH THE DZ1221'GROUND, IN THE NORTHEAST PART OF THE FENCED-IN AREA. IT IS 89.2 FT DZ1221'(27.2 M) EAST-SOUTHEAST OF A LIGHT POST, 62.0 FT (18.9 M) NORTHWEST DZ1221'OF A LIGHT POST, 44.3 FT (13.5 M) SOUTHWEST OF A LIGHT POST, 39.7 FT DZ1221'(12.1 M) SOUTH OF A FENCE AND 35.4 FT (10.8 M) WEST OF A FENCE. DZ1221'$ DZ1221'ACCESS TO THE SITE IS CONTROLLED BY THE U.S. AIR FORCE. MAKE DZ1221'ARRANGEMENTS PRIOR TO ARRIVING AT THE BASE. A VISITORS PASS AND A DZ1221'VEHICLE PASS ARE NECESSARY AND MUST BE OBTAINED AT THE MAIN GATE AND DZ1221'VISITORS CENTER LOCATED ON VANDENBERG ROAD ABOUT 8 MI (12.9 KM) DZ1221'NORTHWEST OF THE CITY OF LOMPOC. CLARK WARDRIP, FORMERLY WITH DZ1221'ALLIED-SIGNAL AEROSPACE COMPANY, BUT NOW EMPLOYED BY NASA, IS LISTED DZ1221'AS A CONTACT PERSON IN PREVIOUS DESCRPTIONS. HE IS NOW SEMI-RETIRED DZ1221'AND NORMALLY WORKS ONLY ONE DAY A WEEK. PHONE (805) 734-8232 EXT DZ1221'53214. CONTACT MS LOU CLEMENTE, CHIEF, REAL PROPERTY, FOR ASSISTANCE DZ1221'WITH OBTAINING A KEY FOR GATE 40. ADDRESS MS LOU CLEMENTE, CHIEF/REAL DZ1221'PROPERTY, BLDG 11432, 1172 ICELAND AVENUE, VANDENBERG AIR FORCE BASE, DZ1221'CA 93437-6011. PHONE (805) 734-8232 EXT 64918. DZ1221 DZ1221 STATION RECOVERY (1994) DZ1221 DZ1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) DZ1221'THE STATION IS LOCATED ABOUT 80 KM (49.70 MI) WEST-NORTHWEST OF SANTA DZ1221'BARBARA, 12 KM (7.45 MI) SOUTHWEST OF LOMPOC, AND ON VANDENBERG AIR DZ1221'FORCE BASE, SOUTH OF POINT ARGUELLO. OWNERSHIP--VANDENBERG AIR FORCE DZ1221'BASE, CONTACT MR CLARK WARDRIP, PROJECT ENGINEER, ALLIED-SIGNAL DZ1221'AEROSPACE COMPANY, BUILDING 840, ROOM A-1028, PHONE 805-865-3214. IF DZ1221'CLARK WARDRIP CAN NOT BE REACHED, CONTACT JOHN BRADSHAW (BASE DZ1221'LOCKSMITH) PHONE 805-734-8232 EXT 6-5236.$TO REACH THE STATION FROM DZ1221'THE JUNCTION OF STATE HIGHWAYS 1 (H STREET) AND 246 (OCEAN AVENUE) IN DZ1221'THE CENTER OF LOMPOC, GO WESTERLY ON OCEAN AVENUE FOR 10.52 KM (6.55 DZ1221'MI) TO A CROSSROAD (ARGUELLO BOULEVARD ON THE LEFT AND 13TH STREET ON DZ1221'THE RIGHT). TURN LEFT AND GO SOUTHERLY ON ARGUELLO BOULEVARD, PASSING DZ1221'THROUGH THE BASE GUARD GATE (ADVANCE PERMIT NEEDED)FOR 3.60 KM (2.25 DZ1221'MI) TO A CROSSROAD. TURN RIGHT AND GO WESTERLY ON BEAR CREEK ROAD FOR DZ1221'4.41 KM (2.75 MI) TO A T-JUNCTION. TURN LEFT AND GO SOUTHERLY ON COAST DZ1221'ROAD AND LUNAR ROAD FOR 8.89 KM (5.50 MI) TO A T-JUNCTION. TURN RIGHT DZ1221'AND GO SOUTHERLY ON THE PAVED ROAD FOR 2.72 KM (1.70 MI) TO A PAVED DZ1221'ROAD ON THE LEFT. TURN LEFT AND GO SOUTHEAST ON THE PAVED ROAD, DZ1221'PASSING THROUGH A LOCKED GATE, FOR 1.42 KM (0.90 MI) TO A GRAVELED AND DZ1221'PAVED ROAD AND GATE 41 ON THE RIGHT. TURN RIGHT AND GO SOUTH ON THE DZ1221'ROAD, AROUND THE GATE AND PASSING THROUGH GATE 42 FOR 0.4 KM (0.25 MI) DZ1221'TO A GRAVELED ROAD ON THE RIGHT, JUST BEFORE ENTERING THE BOATHOUSE DZ1221'COMPOUND. TURN RIGHT AND GO SOUTHWESTERLY ON THE GRAVELED ROAD FOR DZ1221'0.28 KM (0.15 MI) TO A PAVED ROAD. TURN RIGHT AND GO WEST ON THE DZ1221'PAVED ROAD FOR 0.18 KM (0.10 MI) TO A GRAVELED ROAD ON THE RIGHT. TURN DZ1221'RIGHT AND GO NORTHERLY ON THE GRAVELED ROAD FOR 0.06 KM (0.05 MI) TO A DZ1221'FENCED-IN CRUSTAL DYNAMICS AREA, AND THE STATION ON THE RIGHT.$THE DZ1221'STATION IS A STANDARD DMA DISK SET IN THE NORTHEAST PART OF THE DZ1221'FENCED-IN AREA AND IN THE TOP OF A 1.2 X 1.2 METER (3.9 FT) CONCRETE DZ1221'SLAB. LOCATED 27.2 M (89.2 FT) EAST-SOUTHEAST FROM A LIGHT POST, 18.9 DZ1221'M (62.0 FT) NORTHWEST FROM A LIGHT POST, 13.5 M (44.3 FT) SOUTHWEST DZ1221'FROM A LIGHT, 12.1 M (39.7 FT) SOUTH FROM A FENCE, AND 10.8 M (35.4 DZ1221'FT) WEST FROM A FENCE. DZ1221 DZ1221 STATION RECOVERY (1997) DZ1221 DZ1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JGF) DZ1221'RECOVERED AS DESCRIBED. IN ADDITION A DGPS MONITORING SITE APPEARS TO DZ1221'BE ACTIVE IN THE NORTYHWEST QUADRANT OF THIS FENCED AREA. THERE ARE 3 DZ1221'5X6 FOOT CONCRETE SLABS WITH STAINLESS LIFT RINGS AT THEIR CORNERS DZ1221'THAT FORM A TRIANGLE AROUND THE MARK. THEY ARE 15 TO 16 FEET (4.9 M) DZ1221'FROM THE MARK TO THEIR CENTERS. IT IS ASSUMED THEY ARE PADS FOR A DZ1221'LARGE ANTENNA. PERMINETER KEY TO GATE 10/41 IS NEEDED TO ACCESS THIS DZ1221'STATION. DZ1221 DZ1221 STATION RECOVERY (2001) DZ1221 DZ1221'RECOVERY NOTE BY CALTRANS 2001 (TJR) DZ1221'NEW CONTACT, TOM WELCH PROPERTY MANAGEMENT 805-606-1110,EX.64917 DZ1221 DZ1221 STATION RECOVERY (2002) DZ1221 DZ1221'RECOVERY NOTE BY CALTRANS 2002 (TJR) DZ1221'RECOVERED IN GOOD CONDITION. DZ1221 DZ1221 STATION RECOVERY (2003) DZ1221 DZ1221'RECOVERY NOTE BY CALTRANS 2003 (TJR) DZ1221'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 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- -35.52 (meters) GEOID99 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 GEOID99. DZ1271 DZ1271; North East Units Scale 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: 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 HT - 149.77 (m) (08/05/94) 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 - 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_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 - April 03, 2003 DZ1271 DZ1271 HISTORY - Date Condition Report By DZ1271 HISTORY - 1974 MONUMENTED CADT DZ1271 HISTORY - 1974 GOOD CADT DZ1271 HISTORY - 19930521 GOOD CADT DZ1271 HISTORY - 20030403 GOOD CADT 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.