1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KS1177 *********************************************************************** KS1177 DESIGNATION - M 900 RESET 1973 KS1177 PID - KS1177 KS1177 STATE/COUNTY- CA/BUTTE KS1177 USGS QUAD - CHEROKEE (1994) KS1177 KS1177 *CURRENT SURVEY CONTROL KS1177 ___________________________________________________________________ KS1177* NAD 83(1986)- 39 39 09. (N) 121 35 18. (W) SCALED KS1177* NAVD 88 - 132.53 (meters) 434.8 (feet) RESET KS1177 ___________________________________________________________________ KS1177 GEOID HEIGHT- -27.19 (meters) GEOID99 KS1177 KS1177 VERT ORDER - THIRD KS1177 KS1177.The horizontal coordinates were scaled from a topographic map and have KS1177.an estimated accuracy of +/- 6 seconds. KS1177 KS1177.The orthometric height was computed from unverified reset data. KS1177 KS1177.The geoid height was determined by GEOID99. KS1177 KS1177; North East Units Estimated Accuracy KS1177;SPC CA 2 - 720,520. 2,035,330. MT (+/- 180 meters Scaled) KS1177 KS1177 SUPERSEDED SURVEY CONTROL KS1177 KS1177 NGVD 29 - 131.80 (m) 432.4 (f) RESET 3 KS1177 KS1177.Superseded values are not recommended for survey control. KS1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1177.See file dsdata.txt to determine how the superseded data were derived. KS1177 KS1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ211901(NAD 83) KS1177_MARKER: DB = BENCH MARK DISK KS1177_SETTING: 36 = BRIDGE KS1177_STAMPING: M 900 RESET 1973 KS1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1177 KS1177 HISTORY - Date Condition Report By KS1177 HISTORY - 1973 MONUMENTED CADPW KS1177 HISTORY - 19970712 GOOD USPSQD KS1177 KS1177 STATION DESCRIPTION KS1177 KS1177'DESCRIBED BY CALIFORNIA DEPARTMENT OF PUBLIC WORKS 1973 KS1177'0.4 MI SW FROM PENTZ. KS1177'0.1 MILE SOUTH TO NEW PENTZ ROAD FROM THE MESSILA VALLEY SCHOOL KS1177'AT PENTZ, THENCE 0.3 MILE SOUTHWEST ALONG SAID PENTZ ROAD, KS1177'IN THE TOP OF SOUTHWEST CORNER OF NEW BRIDGE OVER DRY CREEK, 20 KS1177'FEET SOUTH OF CENTER LINE OF ROAD IN R3E T21N A BRASSCAP STAMPED KS1177'M 900 1973. KS1177 KS1177 STATION RECOVERY (1997) KS1177 KS1177'RECOVERY NOTE BY US POWER SQUADRON 1997 KS1177'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KS1111 *********************************************************************** KS1111 DESIGNATION - N 1175 RESET KS1111 PID - KS1111 KS1111 STATE/COUNTY- CA/BUTTE KS1111 USGS QUAD - RICHARDSON SPRINGS (1969) KS1111 KS1111 *CURRENT SURVEY CONTROL KS1111 ___________________________________________________________________ KS1111* NAD 83(1986)- 39 48 35. (N) 121 50 55. (W) SCALED KS1111* NAVD 88 - 88.32 (meters) 289.8 (feet) RESET KS1111 ___________________________________________________________________ KS1111 GEOID HEIGHT- -27.30 (meters) GEOID99 KS1111 KS1111 VERT ORDER - THIRD KS1111 KS1111.The horizontal coordinates were scaled from a topographic map and have KS1111.an estimated accuracy of +/- 6 seconds. KS1111 KS1111.The orthometric height was computed from unverified reset data. KS1111.No vertical observational check was made to the station. KS1111 KS1111.The geoid height was determined by GEOID99. KS1111 KS1111; North East Units Estimated Accuracy KS1111;SPC CA 2 - 737,910. 2,012,960. MT (+/- 180 meters Scaled) KS1111 KS1111 SUPERSEDED SURVEY CONTROL KS1111 KS1111 NGVD 29 - 87.60 (m) 287.4 (f) RESET 3 KS1111 KS1111.Superseded values are not recommended for survey control. KS1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1111.See file dsdata.txt to determine how the superseded data were derived. KS1111 KS1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK985072(NAD 83) KS1111_MARKER: DB = BENCH MARK DISK KS1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1111_STAMPING: N 1175 RESET 1961 KS1111_MARK LOGO: CGS KS1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1111+STABILITY: SURFACE MOTION KS1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1111+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1988 KS1111 KS1111 HISTORY - Date Condition Report By KS1111 HISTORY - 1961 MONUMENTED CADH KS1111 HISTORY - 19880718 GOOD NGS KS1111 KS1111 STATION DESCRIPTION KS1111 KS1111'DESCRIBED BY CA DIV OF HIGHWAYS 1961 KS1111'0.6 MI N FROM CHICO MUNICIPAL AIRPORT. KS1111'0.6 MILE NORTH ALONG COHASSET ROAD FROM THE MAIN (4TH STREET) KS1111'ENTRANCE TO THE CHICO MUNICIPAL AIRPORT, 43 FEET WEST OF THE KS1111'CENTERLINE OF THE ROAD, 52 FEET NORTH OF THE CENTERLINE OF THE KS1111'ROAD APPROACH, 3 FEET EAST OF R/W FENCE, 7 FEET NORTH OF A POWER KS1111'POLE, 3 FEET EAST OF A STEEL WITNESS POST, AND SET IN THE TOP KS1111'OF A CONCRETE POST FLUSH WITH THE GROUND. KS1111 KS1111 STATION RECOVERY (1988) KS1111 KS1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1111'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH5606 *********************************************************************** AH5606 DESIGNATION - N 848 RESET AH5606 PID - AH5606 AH5606 STATE/COUNTY- CA/BUTTE AH5606 USGS QUAD - CHICO (1978) AH5606 AH5606 *CURRENT SURVEY CONTROL AH5606 ___________________________________________________________________ AH5606* NAD 83(1986)- 39 44 16. (N) 121 52 05. (W) SCALED AH5606* NAVD 88 - 54.99 (meters) 180.4 (feet) RESET AH5606 ___________________________________________________________________ AH5606 GEOID HEIGHT- -27.45 (meters) GEOID99 AH5606 AH5606 VERT ORDER - THIRD AH5606 AH5606.The horizontal coordinates were scaled from a topographic map and have AH5606.an estimated accuracy of +/- 6 seconds. AH5606 AH5606.The orthometric height was computed from unverified reset data. AH5606 AH5606.The geoid height was determined by GEOID99. AH5606 AH5606; North East Units Estimated Accuracy AH5606;SPC CA 2 - 729,920. 2,011,310. MT (+/- 180 meters Scaled) AH5606 AH5606 SUPERSEDED SURVEY CONTROL AH5606 AH5606.No superseded survey control is available for this station. AH5606 AH5606_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ969992(NAD 83) AH5606_MARKER: DV = VERTICAL CONTROL DISK AH5606_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED AH5606+WITH SETTING: INTO GROUND AH5606_STAMPING: N 848 RESET 1977 AH5606_MARK LOGO: NGS AH5606_PROJECTION: FLUSH AH5606_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AH5606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AH5606 AH5606 HISTORY - Date Condition Report By AH5606 HISTORY - 1977 MONUMENTED NGS AH5606 AH5606 STATION DESCRIPTION AH5606 AH5606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 AH5606'1.7 MILES (2.7 KM) NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY AH5606'RAILROAD FROM THE STATION AT CHICO, AT CROSSING NO 185.7, AT THE AH5606'CROSSING OF EAST EIGHTH AVENUE, 155 FEET (47.2 M) NORTHWEST OF THE AH5606'CENTERLINE OF THE AVENUE, 37.9 FEET (11.6 M) NORTHEAST OF THE AH5606'NORTHEAST RAIL OF THE TRACK, 3.0 FEET (0.9 M) SOUTHEAST OF A TELEGRAPH AH5606'POLE, 1.0 FEET (0.3 M) NORTHWEST OF A METAL WITNESS POST WITH SIGN, AH5606'ABOUT 3 FEET (0.9 M) LOWER THAN THE TRACK, AND ATTACHED TO THE TOP OF AH5606'A 2 1/4 INCH ALUMINUM PIPE WITH BASE PLATE AND MAGNETS IN TOP AND AH5606'BOTTOM SECTIONS, PROJECTING 0.1 FOOT (3.0 CM) ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH4471 *********************************************************************** AH4471 DESIGNATION - N 925 RESET AH4471 PID - AH4471 AH4471 STATE/COUNTY- CA/BUTTE AH4471 USGS QUAD - OROVILLE DAM (1970) AH4471 AH4471 *CURRENT SURVEY CONTROL AH4471 ___________________________________________________________________ AH4471* NAD 83(1986)- 39 30 35. (N) 121 29 20. (W) SCALED AH4471* NAVD 88 - 195.24 (meters) 640.5 (feet) RESET AH4471 ___________________________________________________________________ AH4471 GEOID HEIGHT- -27.37 (meters) GEOID99 AH4471 AH4471 VERT ORDER - THIRD AH4471 AH4471.The horizontal coordinates were scaled from a topographic map and have AH4471.an estimated accuracy of +/- 6 seconds. AH4471 AH4471.The orthometric height was computed from unverified reset data. AH4471 AH4471.The geoid height was determined by GEOID99. AH4471 AH4471; North East Units Estimated Accuracy AH4471;SPC CA 2 - 704,720. 2,043,950. MT (+/- 180 meters Scaled) AH4471 AH4471 SUPERSEDED SURVEY CONTROL AH4471 AH4471.No superseded survey control is available for this station. AH4471 AH4471_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ299744(NAD 83) AH4471_MARKER: DV = VERTICAL CONTROL DISK AH4471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4471_STAMPING: N 925 RESET 1977 AH4471_MARK LOGO: NGS AH4471_PROJECTION: FLUSH AH4471_MAGNETIC: N = NO MAGNETIC MATERIAL AH4471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4471+STABILITY: SURFACE MOTION AH4471 AH4471 HISTORY - Date Condition Report By AH4471 HISTORY - 1977 MONUMENTED CADT AH4471 AH4471 STATION DESCRIPTION AH4471 AH4471'DESCRIBED BY CALTRANS 1977 (DHS) AH4471'3.5 MILES (5.6 KM) EAST ALONG OLIVE HIGHWAY FROM THE JUNCTION OF ROR AH4471'DAM BOULEVARD AT OROVILLE, AT THE JUNCTION OF SKYLINE BOULEVARD, 37 AH4471'FEET (11.3 M) NORTHWEST OF CENTERLINE OF THE HIGHWAY, 40 FEET (12.2 M) AH4471'SOUTH OF THE SOUTH CORNER OF WAGON WHEEL GROCERY, 31 FEET (9.4 M) AH4471'NORTHEAST OF THE EXTENDED CENTERLINE OF THE BOULEVARD, 2.0 FEET (0.6 AH4471'M) SOUTHEAST OF A POWER POLE, ABOUT LEVEL WITH THE HIGHWAY, A STANDARD AH4471'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FEET. (9.1 CM) 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KS1160 *********************************************************************** KS1160 DESIGNATION - U 872 RESET 1959 KS1160 PID - KS1160 KS1160 STATE/COUNTY- CA/BUTTE KS1160 USGS QUAD - CHEROKEE (1994) KS1160 KS1160 *CURRENT SURVEY CONTROL KS1160 ___________________________________________________________________ KS1160* NAD 83(1986)- 39 43 31. (N) 121 30 10. (W) SCALED KS1160* NAVD 88 - 639.48 (meters) 2098.0 (feet) RESET KS1160 ___________________________________________________________________ KS1160 GEOID HEIGHT- -26.54 (meters) GEOID99 KS1160 KS1160 VERT ORDER - THIRD KS1160 KS1160.The horizontal coordinates were scaled from a topographic map and have KS1160.an estimated accuracy of +/- 6 seconds. KS1160 KS1160.The orthometric height was computed from unverified reset data. KS1160 KS1160.The geoid height was determined by GEOID99. KS1160 KS1160; North East Units Estimated Accuracy KS1160;SPC CA 2 - 728,640. 2,042,630. MT (+/- 180 meters Scaled) KS1160 KS1160 SUPERSEDED SURVEY CONTROL KS1160 KS1160 NGVD 29 - 638.72 (m) 2095.5 (f) RESET 3 KS1160 KS1160.Superseded values are not recommended for survey control. KS1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1160.See file dsdata.txt to determine how the superseded data were derived. KS1160 KS1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ283983(NAD 83) KS1160_MARKER: DB = BENCH MARK DISK KS1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1160_STAMPING: U 872 RESET 1959 KS1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1160+STABILITY: SURFACE MOTION KS1160 KS1160 HISTORY - Date Condition Report By KS1160 HISTORY - 1959 MONUMENTED CGS KS1160 HISTORY - 1970 MARK NOT FOUND USGS KS1160 KS1160 STATION DESCRIPTION KS1160 KS1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 KS1160'7.8 MI SW FROM PULGA. KS1160'THE MARK IS LOCATED 0.6 MILE SOUTH ALONG PULGA ROAD FROM THE KS1160'PUBLIC SCHOOL AT PULGA, THENCE 7.2 MILES SOUTHWEST ALONG U.S. KS1160'HIGHWAY 40 ALT. TO THE JUNCTION OF RELOCATED U.S. HIGHWAY 40 ALT. KS1160'AND PINKSTON CANYON ROAD, 108 FEET SOUTH OF THE CENTERLINE OF KS1160'THE HIGHWAY AND 48 FEET EAST OF PINKSTON ROAD, ALONG HIGHWAY KS1160'R/W FENCE ON HIGHWAY R/W AND ABOUT 5 FEET LOWER THAN HIGHWAY KS1160'GRADE, AND SET IN THE TOP OF AN 8 INCH DIAMETER CONCRETE KS1160'MONUMENT PROJECTING 0.3 FOOT ABOVE THE GROUND. KS1160 KS1160 STATION RECOVERY (1970) KS1160 KS1160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 KS1160'MARK NOT FOUND.