1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH5604 *********************************************************************** AH5604 DESIGNATION - 143 BB RESET AH5604 PID - AH5604 AH5604 STATE/COUNTY- CA/YUBA AH5604 USGS QUAD - BROWNS VALLEY (1973) AH5604 AH5604 *CURRENT SURVEY CONTROL AH5604 ___________________________________________________________________ AH5604* NAD 83(1986)- 39 13 15. (N) 121 27 58. (W) SCALED AH5604* NAVD 88 - 44.67 (+/-2cm) 146.6 (feet) VERTCON AH5604 ___________________________________________________________________ AH5604 GEOID HEIGHT- -28.42 (meters) GEOID99 AH5604 AH5604 VERT ORDER - THIRD (See Below) AH5604 AH5604.The horizontal coordinates were scaled from a topographic map and have AH5604.an estimated accuracy of +/- 6 seconds. AH5604 AH5604.The NAVD 88 height was computed by applying the VERTCON shift value to AH5604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH5604.The vertical order pertains to the superseded datum. AH5604 AH5604.The geoid height was determined by GEOID99. AH5604 AH5604; North East Units Estimated Accuracy AH5604;SPC CA 2 - 672,660. 2,046,100. MT (+/- 180 meters Scaled) AH5604 AH5604 SUPERSEDED SURVEY CONTROL AH5604 AH5604 NGVD 29 - 43.98 (m) 144.3 (f) RESET 3 AH5604 AH5604.Superseded values are not recommended for survey control. AH5604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH5604.See file dsdata.txt to determine how the superseded data were derived. AH5604 AH5604_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ324424(NAD 83) AH5604_MARKER: DB = BENCH MARK DISK AH5604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH5604_STAMPING: 143 BB 1908 RESET 1976 AH5604_MARK LOGO: USGS AH5604_PROJECTION: FLUSH AH5604_MAGNETIC: N = NO MAGNETIC MATERIAL AH5604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH5604+STABILITY: SURFACE MOTION AH5604 AH5604 HISTORY - Date Condition Report By AH5604 HISTORY - 1976 MONUMENTED CADT AH5604 AH5604 STATION DESCRIPTION AH5604 AH5604'DESCRIBED BY CALTRANS 1976 (LJT) AH5604'IN MARYSVILLE, 8.9 MILES (14.3 KM) NORTHEAST ALONG STATE HIGHWAY ROUT AH5604'20 AT THE INTERSECTION OF SPRING VALLEY ROAD, 72.6 FEET (22.1 M) NORTH AH5604'OF CENTERLINE OF ROUTE 20, 62.2 FEET (19.0 M) WEST OF CENTERLINE OF AH5604'SPRING VALLEY ROAD, 43.5 FEET (13.3 M) SOUTHEAST OF FENCE, 3.0 FEET AH5604'(0.9 M) NORTHWEST OF POWER POLE SET ON THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH4469 *********************************************************************** AH4469 DESIGNATION - C 925 RESET AH4469 PID - AH4469 AH4469 STATE/COUNTY- CA/YUBA AH4469 USGS QUAD - FORBESTOWN (1994) AH4469 AH4469 *CURRENT SURVEY CONTROL AH4469 ___________________________________________________________________ AH4469* NAD 83(1986)- 39 30 51. (N) 121 18 13. (W) SCALED AH4469* NAVD 88 - 936.07 (meters) 3071.1 (feet) RESET AH4469 ___________________________________________________________________ AH4469 GEOID HEIGHT- -26.32 (meters) GEOID99 AH4469 AH4469 VERT ORDER - THIRD AH4469 AH4469.The horizontal coordinates were scaled from a topographic map and have AH4469.an estimated accuracy of +/- 6 seconds. AH4469 AH4469.The orthometric height was computed from unverified reset data. AH4469 AH4469.The geoid height was determined by GEOID99. AH4469 AH4469; North East Units Estimated Accuracy AH4469;SPC CA 2 - 705,320. 2,059,880. MT (+/- 180 meters Scaled) AH4469 AH4469 SUPERSEDED SURVEY CONTROL AH4469 AH4469.No superseded survey control is available for this station. AH4469 AH4469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ458752(NAD 83) AH4469_MARKER: DV = VERTICAL CONTROL DISK AH4469_SETTING: 80 = SET IN A BOULDER AH4469_STAMPING: C 925 RESET 1976 AH4469_MARK LOGO: NGS AH4469_PROJECTION: FLUSH AH4469_MAGNETIC: N = NO MAGNETIC MATERIAL AH4469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4469+STABILITY: SURFACE MOTION AH4469 AH4469 HISTORY - Date Condition Report By AH4469 HISTORY - 1976 MONUMENTED NGS AH4469 AH4469 STATION DESCRIPTION AH4469 AH4469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AH4469'2.8 MILES (4.5 KM) NORTHWEST AND SOUTHWEST ALONG THE AH4469'OROVILLE-FORBESTOWN ROAD FROM THE DIGGINS RICHFIELD SERVICE STATION AT AH4469'FORBESTOWN, NORTHWEST OF AND ACROSS THE ROAD FROM SEVERAL TRAILER AH4469'HOMES, 41.8 FEET (12.7 M) NORTHWEST OF THE CENTERLINE OF THE ROAD, AH4469'ABOUT 30 FEET (9.1 M) SOUTHEAST OF A GROUP OF BOULDERS, 4.8 FEET (1.5 AH4469'M) NORTHWEST OF A 24-INCH PINE TREE, 1.6 FEET (0.5 M) NORTHWEST OF A AH4469'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE 1 BY 1 AH4469'1/2 FOOT TOP OF A BOULDER PROJECTING 0.1 FOOT (3.0 CM) ABOVE THE AH4469'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KS0930 *********************************************************************** KS0930 DESIGNATION - H 743 RESET 1974 KS0930 PID - KS0930 KS0930 STATE/COUNTY- CA/YUBA KS0930 USGS QUAD - OLIVEHURST (1973) KS0930 KS0930 *CURRENT SURVEY CONTROL KS0930 ___________________________________________________________________ KS0930* NAD 83(1986)- 39 06 44. (N) 121 34 12. (W) SCALED KS0930* NAVD 88 - 19.97 (meters) 65.5 (feet) RESET KS0930 ___________________________________________________________________ KS0930 GEOID HEIGHT- -29.22 (meters) GEOID99 KS0930 KS0930 VERT ORDER - THIRD KS0930 KS0930.The horizontal coordinates were scaled from a topographic map and have KS0930.an estimated accuracy of +/- 6 seconds. KS0930 KS0930.The orthometric height was computed from unverified reset data. KS0930.No vertical observational check was made to the station. KS0930 KS0930.The geoid height was determined by GEOID99. KS0930 KS0930; North East Units Estimated Accuracy KS0930;SPC CA 2 - 660,550. 2,037,190. MT (+/- 180 meters Scaled) KS0930 KS0930 SUPERSEDED SURVEY CONTROL KS0930 KS0930 NGVD 29 - 19.27 (m) 63.2 (f) RESET 3 KS0930 KS0930.Superseded values are not recommended for survey control. KS0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0930.See file dsdata.txt to determine how the superseded data were derived. KS0930 KS0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ236302(NAD 83) KS0930_MARKER: DB = BENCH MARK DISK KS0930_SETTING: 30 = TRANSFORMER PAD KS0930_STAMPING: H 743 RESET 1974 KS0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS0930 KS0930 HISTORY - Date Condition Report By KS0930 HISTORY - 1974 MONUMENTED NGS KS0930 KS0930 STATION DESCRIPTION KS0930 KS0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 KS0930'2.7 MI SE FROM MARYSVILLE. KS0930'1.75 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD KS0930'FROM THE STATION AT MARYSVILLE, THENCE 0.65 MILE SOUTHWEST ALONG KS0930'FEATHER RIVER BOULEVARD, THENCE 0.3 MILE SOUTHEAST ALONG ALICIA KS0930'AVENUE, AT ALICIA INTERMEDIATE SCHOOL, SET IN THE TOP OF A 7X9-FOOT KS0930'CONCRETE PAD FOR A TRANSFORMER, 198 FEET SOUTHEAST OF THE KS0930'INTERSECTION OF ALICIA AVENUE AND PASADO AVENUE, 172 FEET SOUTH KS0930'OF THE CENTER LINE OF PASADO AVENUE, 101 FEET EAST OF THE CENTER KS0930'LINE OF A PAVED SCHOOL ENTRANCE ROAD, 64.5 FEET EAST-NORTHEAST OF KS0930'A FIRE HYDRANT, 47 FEET NORTH OF THE CENTER OF THE MAIN ENTRANCE KS0930'TO THE SCHOOL, AND 0.7 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KS0921 *********************************************************************** KS0921 DESIGNATION - L 18 RESET 1946 KS0921 PID - KS0921 KS0921 STATE/COUNTY- CA/YUBA KS0921 USGS QUAD - YUBA CITY (1973) KS0921 KS0921 *CURRENT SURVEY CONTROL KS0921 ___________________________________________________________________ KS0921* NAD 83(1986)- 39 08 04. (N) 121 35 15. (W) SCALED KS0921* NAVD 88 - 24.10 (meters) 79.1 (feet) RESET KS0921 ___________________________________________________________________ KS0921 GEOID HEIGHT- -29.17 (meters) GEOID99 KS0921 KS0921 VERT ORDER - THIRD KS0921 KS0921.The horizontal coordinates were scaled from a topographic map and have KS0921.an estimated accuracy of +/- 6 seconds. KS0921 KS0921.The orthometric height was computed from unverified reset data. KS0921.No vertical observational check was made to the station. KS0921 KS0921.The geoid height was determined by GEOID99. KS0921 KS0921; North East Units Estimated Accuracy KS0921;SPC CA 2 - 663,010. 2,035,660. MT (+/- 180 meters Scaled) KS0921 KS0921 SUPERSEDED SURVEY CONTROL KS0921 KS0921 NGVD 29 - 23.40 (m) 76.8 (f) RESET 3 KS0921 KS0921.Superseded values are not recommended for survey control. KS0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0921.See file dsdata.txt to determine how the superseded data were derived. KS0921 KS0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ220326(NAD 83) KS0921_MARKER: DD = SURVEY DISK KS0921_SETTING: 36 = BRIDGE KS0921_STAMPING: L 18 76.468 1919 RESET 1946 KS0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS0921 KS0921 HISTORY - Date Condition Report By KS0921 HISTORY - 1946 MONUMENTED CADH KS0921 HISTORY - 1949 GOOD NGS KS0921 KS0921 STATION DESCRIPTION KS0921 KS0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 KS0921'AT MARYSVILLE. KS0921'AT MARYSVILLE, AT THE D STREET BRIDGE OVER THE YUBA RIVER, KS0921'UNDER A LAMP POST, 18.6 FEET WEST OF THE CENTER LINE OF THE KS0921'STREET, SET VERTICALLY IN THE EAST FACE OF THE NORTH END OF THE KS0921'WEST CONCRETE GUARD RAIL, AND 0.8 FOOT HIGHER THAN THE STREET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KS0938 *********************************************************************** KS0938 DESIGNATION - N 18 RESET 1949 KS0938 PID - KS0938 KS0938 STATE/COUNTY- CA/YUBA KS0938 USGS QUAD - OLIVEHURST (1973) KS0938 KS0938 *CURRENT SURVEY CONTROL KS0938 ___________________________________________________________________ KS0938* NAD 83(1986)- 39 05 54. (N) 121 32 42. (W) SCALED KS0938* NAVD 88 - 20.37 (meters) 66.8 (feet) RESET KS0938 ___________________________________________________________________ KS0938 GEOID HEIGHT- -29.22 (meters) GEOID99 KS0938 KS0938 VERT ORDER - THIRD KS0938 KS0938.The horizontal coordinates were scaled from a topographic map and have KS0938.an estimated accuracy of +/- 6 seconds. KS0938 KS0938.The orthometric height was computed from unverified reset data. KS0938.No vertical observational check was made to the station. KS0938 KS0938.The geoid height was determined by GEOID99. KS0938 KS0938; North East Units Estimated Accuracy KS0938;SPC CA 2 - 659,020. 2,039,360. MT (+/- 180 meters Scaled) KS0938 KS0938 SUPERSEDED SURVEY CONTROL KS0938 KS0938 NGVD 29 - 19.68 (m) 64.6 (f) RESET 3 KS0938 KS0938.Superseded values are not recommended for survey control. KS0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0938.See file dsdata.txt to determine how the superseded data were derived. KS0938 KS0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ258286(NAD 83) KS0938_MARKER: DD = SURVEY DISK KS0938_SETTING: 30 = CULVERT KS0938_STAMPING: N 18 1919 RESET 1949 KS0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS0938 KS0938 HISTORY - Date Condition Report By KS0938 HISTORY - 1949 MONUMENTED CADH KS0938 KS0938 STATION DESCRIPTION KS0938 KS0938'DESCRIBED BY CA DIV OF HIGHWAYS 1949 KS0938'4 MI S FROM MARYSVILLE. KS0938'4.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE KS0938'STATION AT MARYSVILLE, YUBA COUNTY, AT MILEAGE 137.1, OPPOSITE KS0938'A RAILROAD CULVERT, WEST OF THE TRACK, AT A HIGHWAY CULVERT AT KS0938'HIGHWAY STATION 317+58, IN THE EAST HEAD WALL, 3 FEET NORTH OF KS0938'THE SOUTH END, AND 20 FEET EAST OF THE CENTER LINE OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KS2027 *********************************************************************** KS2027 DESIGNATION - Y 919 RESET KS2027 PID - KS2027 KS2027 STATE/COUNTY- CA/YUBA KS2027 USGS QUAD - RACKERBY (1995) KS2027 KS2027 *CURRENT SURVEY CONTROL KS2027 ___________________________________________________________________ KS2027* NAD 83(1986)- 39 29 52. (N) 121 15 12. (W) SCALED KS2027* NAVD 88 - 824.08 (meters) 2703.7 (feet) RESET KS2027 ___________________________________________________________________ KS2027 GEOID HEIGHT- -26.00 (meters) GEOID99 KS2027 KS2027 VERT ORDER - THIRD KS2027 KS2027.The horizontal coordinates were scaled from a topographic map and have KS2027.an estimated accuracy of +/- 6 seconds. KS2027 KS2027.The orthometric height was computed from unverified reset data. KS2027.No vertical observational check was made to the station. KS2027 KS2027.The geoid height was determined by GEOID99. KS2027 KS2027; North East Units Estimated Accuracy KS2027;SPC CA 2 - 703,530. 2,064,220. MT (+/- 180 meters Scaled) KS2027 KS2027 SUPERSEDED SURVEY CONTROL KS2027 KS2027 NGVD 29 - 823.31 (m) 2701.1 (f) RESET 3 KS2027 KS2027.Superseded values are not recommended for survey control. KS2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS2027.See file dsdata.txt to determine how the superseded data were derived. KS2027 KS2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ501734(NAD 83) KS2027_MARKER: DV = VERTICAL CONTROL DISK KS2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS2027_STAMPING: Y 919 1989 KS2027_MARK LOGO: NGS KS2027_MAGNETIC: N = NO MAGNETIC MATERIAL KS2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS2027+STABILITY: SURFACE MOTION KS2027 KS2027 HISTORY - Date Condition Report By KS2027 HISTORY - 1989 MONUMENTED LOCENG KS2027 KS2027 STATION DESCRIPTION KS2027 KS2027'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 KS2027'1.9 MILES (3.1 KM) NORTHEAST ALONG LAPORTE ROAD FROM THE BROWNSVILLE KS2027'CEMETERY AT BROWNSVILLE TO CHALLENGE CUT-OFF ROAD, THENCE, 1.4 MILES KS2027'(2.3 KM) NORTHWEST ALONG CHALLENGE CUT-OFF ROAD IN T19N, R6E, SECTION KS2027'13 AT THE NORTH CORNER OF A T-INTERSECTION FORMED BY CHALLENGE KS2027'CUT-OFF ROAD AND MT.HOPE ROAD WHICH LEADS TO THE NORTHEAST, 33 FEET KS2027'(10.1 M) NORTHEAST OF THE CENTERLINE OF CHALLENGE CUT-OFF ROAD, 40.6 KS2027'FEET (12.4 M) NORTHWEST OF A POINT IN LINE WITH THE CENTERLINE OF KS2027'MT.HOPE ROAD, 8.7 FEET (2.7 M) NORTHEAST OF A 14-INCH BY 20-INCH KS2027'VALVE BOX, 9.7 FEET (3.0 M) NORTHEAST OF A 14-INCH BY 20-INCH VALVE KS2027'BOX, AND 10.9 FEET (3.3 M) NORTHEAST OF A 14-INCH DIAMETER VALVE BOX.