1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DZ0146 *********************************************************************** DZ0146 DESIGNATION - B 1216 DZ0146 PID - DZ0146 DZ0146 STATE/COUNTY- CA/SANTA BARBARA DZ0146 USGS QUAD - SANTA MARIA (1982) DZ0146 DZ0146 *CURRENT SURVEY CONTROL DZ0146 ___________________________________________________________________ DZ0146* NAD 83(1986)- 34 58 02. (N) 120 24 16. (W) SCALED DZ0146* NAVD 88 - 75.83 (+/-2cm) 248.8 (feet) VERTCON DZ0146 ___________________________________________________________________ DZ0146 GEOID HEIGHT- -35.15 (meters) GEOID99 DZ0146 DZ0146 VERT ORDER - FIRST CLASS I (See Below) DZ0146 DZ0146.The horizontal coordinates were scaled from a topographic map and have DZ0146.an estimated accuracy of +/- 6 seconds. DZ0146 DZ0146.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0146.The vertical order pertains to the superseded datum. DZ0146 DZ0146.The geoid height was determined by GEOID99. DZ0146 DZ0146; North East Units Estimated Accuracy DZ0146;SPC CA 5 - 665,380. 1,780,450. MT (+/- 180 meters Scaled) DZ0146 DZ0146 SUPERSEDED SURVEY CONTROL DZ0146 DZ0146 NGVD 29 - 75.012 (m) 246.10 (f) ADJ UNCH 1 1 DZ0146 DZ0146.Superseded values are not recommended for survey control. DZ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0146.See file dsdata.txt to determine how the superseded data were derived. DZ0146 DZ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD369724(NAD 83) DZ0146_MARKER: DB = BENCH MARK DISK DZ0146_SETTING: 36 = BRIDGE ABUTMENT DZ0146_STAMPING: B 1216 1970 DZ0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DZ0146 DZ0146 HISTORY - Date Condition Report By DZ0146 HISTORY - 1970 MONUMENTED NGS DZ0146 HISTORY - 20030814 MARK NOT FOUND INDIV DZ0146 DZ0146 STATION DESCRIPTION DZ0146 DZ0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 DZ0146'2 MI E FROM SANTA MARIA. DZ0146'1.85 MILES EAST ALONG EAST DONOVAN ROAD FROM THE JUNCTION OF DZ0146'NORTH BROADWAY AT SANTA MARIA, THENCE 0.15 MILE NORTHEAST ALONG DZ0146'SUEY CROSSING ROAD, 16 FEET SOUTHEAST OF THE CENTER LINE OF THE DZ0146'ROAD, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE DZ0146'ABUTMENT OF A BRIDGE OVER THE SANTA MARIA RIVER, 0.6 FOOT DZ0146'NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT, AND ABOUT LEVEL DZ0146'WITH THE ROAD. DZ0146 DZ0146 STATION RECOVERY (2003) DZ0146 DZ0146'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (WJL) DZ0146'BRIDGE WAS REBUILT (MOVED) IN 2000 AND ORIGINAL BENCHMARK SEEMS TO DZ0146'HAVE DISAPPEARED 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DZ0246 *********************************************************************** DZ0246 DESIGNATION - F 761 RESET 1954 DZ0246 PID - DZ0246 DZ0246 STATE/COUNTY- CA/SANTA BARBARA DZ0246 USGS QUAD - SOLVANG (1982) DZ0246 DZ0246 *CURRENT SURVEY CONTROL DZ0246 ___________________________________________________________________ DZ0246* NAD 83(1986)- 34 34 02. (N) 120 11 25. (W) SCALED DZ0246* NAVD 88 - 159.70 (+/-2cm) 523.9 (feet) VERTCON DZ0246 ___________________________________________________________________ DZ0246 GEOID HEIGHT- -35.57 (meters) GEOID99 DZ0246 DZ0246 VERT ORDER - FIRST CLASS II (See Below) DZ0246 DZ0246.The horizontal coordinates were scaled from a topographic map and have DZ0246.an estimated accuracy of +/- 6 seconds. DZ0246 DZ0246.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0246.The vertical order pertains to the superseded datum. DZ0246 DZ0246.The geoid height was determined by GEOID99. DZ0246 DZ0246; North East Units Estimated Accuracy DZ0246;SPC CA 5 - 620,570. 1,799,040. MT (+/- 180 meters Scaled) DZ0246 DZ0246 SUPERSEDED SURVEY CONTROL DZ0246 DZ0246 NGVD 29 - 158.934 (m) 521.44 (f) ADJ UNCH 1 2 DZ0246 DZ0246.Superseded values are not recommended for survey control. DZ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0246.See file dsdata.txt to determine how the superseded data were derived. DZ0246 DZ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD577286(NAD 83) DZ0246_MARKER: DB = BENCH MARK DISK DZ0246_SETTING: 30 = CULVERT DZ0246_STAMPING: F 761 RESET 1954 DZ0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DZ0246 DZ0246 HISTORY - Date Condition Report By DZ0246 HISTORY - 1954 MONUMENTED CGS DZ0246 HISTORY - 1960 GOOD NGS DZ0246 HISTORY - 20030805 MARK NOT FOUND CADT DZ0246 DZ0246 STATION DESCRIPTION DZ0246 DZ0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 DZ0246'3.4 MI S FROM BUELLTON. DZ0246'3.4 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE DZ0246'HIGHWAY 150 AT BUELLTON, 0.15 MILE SOUTH OF THE JUNCTION OF A DZ0246'SHORT ROAD WEST AND A ROAD LEADING EAST TO A HOUSE, IN TOP OF THE DZ0246'NORTH CONCRETE HEAD WALL OF WATER INLET D 138+00 IN THE CENTER DZ0246'OF THE HIGHWAY SEPARATION, 36 FEET WEST-SOUTHWEST OF THE NORTH DZ0246'BOUND LANES OF THE HIGHWAY, 35 FEET EAST-NORTHEAST OF THE SOUTH DZ0246'BOUND LANES OF THE HIGHWAY, 0.6 FOOT EAST OF HIGHWAY STATION DZ0246'MARKER POST D 138+00, AND ABOUT LEVEL WITH THE HIGHWAY. DZ0246 DZ0246 STATION RECOVERY (2003) DZ0246 DZ0246'RECOVERY NOTE BY CALTRANS 2003 DZ0246'HEADWALL MISSING, DROP INLET IN ITS PLACE. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DZ0248 *********************************************************************** DZ0248 DESIGNATION - Q 64 DZ0248 PID - DZ0248 DZ0248 STATE/COUNTY- CA/SANTA BARBARA DZ0248 USGS QUAD - SOLVANG (1982) DZ0248 DZ0248 *CURRENT SURVEY CONTROL DZ0248 ___________________________________________________________________ DZ0248* NAD 83(1986)- 34 34 57. (N) 120 11 43. (W) SCALED DZ0248* NAVD 88 - 139.10 (+/-2cm) 456.4 (feet) VERTCON DZ0248 ___________________________________________________________________ DZ0248 GEOID HEIGHT- -35.57 (meters) GEOID99 DZ0248 DZ0248 VERT ORDER - FIRST CLASS II (See Below) DZ0248 DZ0248.The horizontal coordinates were scaled from a topographic map and have DZ0248.an estimated accuracy of +/- 6 seconds. DZ0248 DZ0248.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0248.The vertical order pertains to the superseded datum. DZ0248 DZ0248.The geoid height was determined by GEOID99. DZ0248 DZ0248; North East Units Estimated Accuracy DZ0248;SPC CA 5 - 622,280. 1,798,620. MT (+/- 180 meters Scaled) DZ0248 DZ0248 SUPERSEDED SURVEY CONTROL DZ0248 DZ0248 NGVD 29 - 138.324 (m) 453.82 (f) ADJ UNCH 1 2 DZ0248 DZ0248.Superseded values are not recommended for survey control. DZ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0248.See file dsdata.txt to determine how the superseded data were derived. DZ0248 DZ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD572303(NAD 83) DZ0248_MARKER: DB = BENCH MARK DISK DZ0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DZ0248_STAMPING: Q 64 1927 DZ0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DZ0248+STABILITY: SURFACE MOTION DZ0248 DZ0248 HISTORY - Date Condition Report By DZ0248 HISTORY - 1927 MONUMENTED CGS DZ0248 HISTORY - 1960 GOOD NGS DZ0248 HISTORY - 20030805 MARK NOT FOUND CADT DZ0248 DZ0248 STATION DESCRIPTION DZ0248 DZ0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 DZ0248'2.4 MI S FROM BUELLTON. DZ0248'2.25 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF DZ0248'STATE HIGHWAY 150 AT BUELLTON, THENCE 0.1 MILE SOUTH ALONG AN DZ0248'ABANDONED PORTION OF THE HIGHWAY, 0.1 MILE SOUTH OF THE NORTH DZ0248'END OF HIGHWAY BRIDGE 51.75, 29 1/2 FEET WEST OF THE CENTER LINE OF DZ0248'THE ABANDONED HIGHWAY, 12 1/2 FEET NORTH OF THE NORTH END OF A DZ0248'GATE, 1.0 FOOT EAST OF A FENCE, 3.6 FEET SOUTH OF A WITNESS POST, DZ0248'ABOUT 1/2 FOOT HIGHER THAN THE ABANDONED HIGHWAY, AND SET IN DZ0248'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. DZ0248 DZ0248 STATION RECOVERY (2003) DZ0248 DZ0248'RECOVERY NOTE BY CALTRANS 2003 DZ0248'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DZ0247 *********************************************************************** DZ0247 DESIGNATION - Z 1042 DZ0247 PID - DZ0247 DZ0247 STATE/COUNTY- CA/SANTA BARBARA DZ0247 USGS QUAD - SOLVANG (1982) DZ0247 DZ0247 *CURRENT SURVEY CONTROL DZ0247 ___________________________________________________________________ DZ0247* NAD 83(1986)- 34 35 00. (N) 120 11 37. (W) SCALED DZ0247* NAVD 88 - 142.83 (+/-2cm) 468.6 (feet) VERTCON DZ0247 ___________________________________________________________________ DZ0247 GEOID HEIGHT- -35.57 (meters) GEOID99 DZ0247 DZ0247 VERT ORDER - FIRST CLASS II (See Below) DZ0247 DZ0247.The horizontal coordinates were scaled from a topographic map and have DZ0247.an estimated accuracy of +/- 6 seconds. DZ0247 DZ0247.The NAVD 88 height was computed by applying the VERTCON shift value to DZ0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DZ0247.The vertical order pertains to the superseded datum. DZ0247 DZ0247.The geoid height was determined by GEOID99. DZ0247 DZ0247; North East Units Estimated Accuracy DZ0247;SPC CA 5 - 622,360. 1,798,770. MT (+/- 180 meters Scaled) DZ0247 DZ0247 SUPERSEDED SURVEY CONTROL DZ0247 DZ0247 NGVD 29 - 142.057 (m) 466.07 (f) ADJ UNCH 1 2 DZ0247 DZ0247.Superseded values are not recommended for survey control. DZ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DZ0247.See file dsdata.txt to determine how the superseded data were derived. DZ0247 DZ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD574304(NAD 83) DZ0247_MARKER: DB = BENCH MARK DISK DZ0247_SETTING: 36 = BRIDGE DZ0247_STAMPING: Z 1042 1960 DZ0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DZ0247 DZ0247 HISTORY - Date Condition Report By DZ0247 HISTORY - 1960 MONUMENTED CGS DZ0247 HISTORY - 20030805 GOOD CADT DZ0247 DZ0247 STATION DESCRIPTION DZ0247 DZ0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 DZ0247'2.2 MI S FROM BUELLTON. DZ0247'2.25 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF DZ0247'STATE HIGHWAY 150 AT BUELLTON, IN TOP OF THE NORTH END OF THE DZ0247'WEST CONCRETE GUARDRAIL OF CONCRETE BRIDGE 51.75, 17 FEET WEST DZ0247'OF THE CENTER LINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 1.0 DZ0247'FOOT SOUTH OF THE NORTH END OF THE GUARDRAIL, AND ABOUT 2 FEET DZ0247'HIGHER THAN THE HIGHWAY. DZ0247 DZ0247 STATION RECOVERY (2003) DZ0247 DZ0247'RECOVERY NOTE BY CALTRANS 2003 DZ0247'RECOVERED IN GOOD CONDITION.