1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LT0468 *********************************************************************** LT0468 DESIGNATION - 22 A RESET 1977 LT0468 PID - LT0468 LT0468 STATE/COUNTY- CA/SHASTA LT0468 USGS QUAD - INWOOD (1985) LT0468 LT0468 *CURRENT SURVEY CONTROL LT0468 ___________________________________________________________________ LT0468* NAD 83(1986)- 40 30 32. (N) 121 56 11. (W) SCALED LT0468* NAVD 88 - 813.78 (meters) 2669.9 (feet) RESET LT0468 ___________________________________________________________________ LT0468 GEOID HEIGHT- -25.99 (meters) GEOID99 LT0468 LT0468 VERT ORDER - THIRD LT0468 LT0468.The horizontal coordinates were scaled from a topographic map and have LT0468.an estimated accuracy of +/- 6 seconds. LT0468 LT0468.The orthometric height was computed from unverified reset data. LT0468 LT0468.The geoid height was determined by GEOID99. LT0468 LT0468; North East Units Estimated Accuracy LT0468;SPC CA 1 - 630,530. 2,005,390. MT (+/- 180 meters Scaled) LT0468 LT0468 SUPERSEDED SURVEY CONTROL LT0468 LT0468 NGVD 29 - 812.93 (m) 2667.1 (f) RESET 3 LT0468 LT0468.Superseded values are not recommended for survey control. LT0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0468.See file dsdata.txt to determine how the superseded data were derived. LT0468 LT0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK901847(NAD 83) LT0468_MARKER: DD = SURVEY DISK LT0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LT0468_STAMPING: 22 A 2666 RESET 1977 LT0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LT0468+STABILITY: SURFACE MOTION LT0468 LT0468 HISTORY - Date Condition Report By LT0468 HISTORY - 1977 MONUMENTED CADT LT0468 HISTORY - 1982 GOOD USGS LT0468 LT0468 STATION DESCRIPTION LT0468 LT0468'DESCRIBED BY CALTRANS 1977 LT0468'3.3 MI W FROM SHINGLETOWN. LT0468'3.3 MILES WEST ALONG STATE HIGHWAY 44 FROM THE POST OFFICE AND GENERAL LT0468'STORE AT SHINGLETON, IN THE SOUTHEAST 1/4 OF SECTION 26, R I W, T 31 N LT0468', AT THE 'Y' JUNCTION OF PONDEROSA WAY LEADING NORTHWEST 83 FEET LT0468'EAST OF THE CENTER LINE OF THE 'Y' JUNCTION, 53 FEET NORTH OF THE LT0468'CENTER LINE OF THE HIGHWAY. LT0468 LT0468 STATION RECOVERY (1982) LT0468 LT0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 LT0468'3.35 MILES WEST ALONG SR 44 FROM THE POST OFFICE AND GENERAL STORE AT LT0468'SHINGLETOWN, 85 FEET NORTHEAST OF THE T-RD. INT. WITH PONDEROSA WAY LT0468'LEADING NORTH. 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, ABOUT LT0468'2.2 FEET HIGHER THAN THE ROADWAY, NEXT TO A WITNESS POST, AND SET IN LT0468'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4368 *********************************************************************** AA4368 DESIGNATION - 806 R RESET AA4368 PID - AA4368 AA4368 STATE/COUNTY- CA/SHASTA AA4368 USGS QUAD - CLOUGH GULCH (1985) AA4368 AA4368 *CURRENT SURVEY CONTROL AA4368 ___________________________________________________________________ AA4368* NAD 83(1986)- 40 31 51. (N) 122 06 45. (W) SCALED AA4368* NAVD 88 - 247.33 (+/-2cm) 811.4 (feet) VERTCON AA4368 ___________________________________________________________________ AA4368 GEOID HEIGHT- -27.06 (meters) GEOID99 AA4368 AA4368 VERT ORDER - THIRD (See Below) AA4368 AA4368.The horizontal coordinates were scaled from a topographic map and have AA4368.an estimated accuracy of +/- 6 seconds. AA4368 AA4368.The NAVD 88 height was computed by applying the VERTCON shift value to AA4368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4368.The vertical order pertains to the superseded datum. AA4368 AA4368.The geoid height was determined by GEOID99. AA4368 AA4368; North East Units Estimated Accuracy AA4368;SPC CA 1 - 632,970. 1,990,470. MT (+/- 180 meters Scaled) AA4368 AA4368 SUPERSEDED SURVEY CONTROL AA4368 AA4368 NGVD 29 - 246.53 (m) 808.8 (f) RESET 3 AA4368 AA4368.Superseded values are not recommended for survey control. AA4368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4368.See file dsdata.txt to determine how the superseded data were derived. AA4368 AA4368_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK751870(NAD 83) AA4368_MARKER: DV = VERTICAL CONTROL DISK AA4368_SETTING: 80 = SET IN A BOULDER AA4368_STAMPING: 806 R RESET 1978 AA4368_MARK LOGO: NGS AA4368_MAGNETIC: N = NO MAGNETIC MATERIAL AA4368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4368+STABILITY: SURFACE MOTION AA4368 AA4368 HISTORY - Date Condition Report By AA4368 HISTORY - 1978 MONUMENTED CADT AA4368 AA4368 STATION DESCRIPTION AA4368 AA4368'DESCRIBED BY CALTRANS 1978 (DS) AA4368'35 MILES (56.3 KM) SOUTHEAST ALONG HIGHWAY 44 FROM THE INTERSECTION OF AA4368'MILLVILLE PLAINS ROAD, IN THE NE 1/4 OF SEC 20, 0.2 MILE (0.3 KM) AA4368'NORTHWEST OF THE CONCRETE BRIDGE OVER BEAR CREEK, ON TOP OF A CUT BANK AA4368'BETWEEN THE HIGHWAY AND A FRONTAGE ROAD, 50 FEET (15.2 M) NORTH AND 18 AA4368'FEET (5.5 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 44, 25 FEET (7.6 M) AA4368'SOUTH AND LEVEL WITH THE FRONTAGE ROAD AND 20 FEET (6.1 M) WEST OF A AA4368'POWER POLE, SET IN THE TOP OF A 5 BY 4 FOOT (1.2 M) BOULDER PROJECTION AA4368'0.5 FOOT (15.2 CM) ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU2336 *********************************************************************** LU2336 DESIGNATION - A 383 RESET LU2336 PID - LU2336 LU2336 STATE/COUNTY- CA/SHASTA LU2336 USGS QUAD - OLINDA (1976) LU2336 LU2336 *CURRENT SURVEY CONTROL LU2336 ___________________________________________________________________ LU2336* NAD 83(1986)- 40 23 44. (N) 122 24 24. (W) SCALED LU2336* NAVD 88 - 170.70 (+/-2cm) 560.0 (feet) VERTCON LU2336 ___________________________________________________________________ LU2336 GEOID HEIGHT- -28.32 (meters) GEOID99 LU2336 LU2336 VERT ORDER - THIRD (See Below) LU2336 LU2336.The horizontal coordinates were scaled from a topographic map and have LU2336.an estimated accuracy of +/- 6 seconds. LU2336 LU2336.The NAVD 88 height was computed by applying the VERTCON shift value to LU2336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LU2336.The vertical order pertains to the superseded datum. LU2336 LU2336.The geoid height was determined by GEOID99. LU2336 LU2336; North East Units Estimated Accuracy LU2336;SPC CA 1 - 618,030. 1,965,480. MT (+/- 180 meters Scaled) LU2336 LU2336 SUPERSEDED SURVEY CONTROL LU2336 LU2336 NGVD 29 - 169.92 (m) 557.5 (f) RESET 3 LU2336 LU2336.Superseded values are not recommended for survey control. LU2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU2336.See file dsdata.txt to determine how the superseded data were derived. LU2336 LU2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK503718(NAD 83) LU2336_MARKER: DV = VERTICAL CONTROL DISK LU2336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LU2336_STAMPING: A 383 RESET 1982 LU2336_MARK LOGO: NGS LU2336_MAGNETIC: N = NO MAGNETIC MATERIAL LU2336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU2336+STABILITY: SURFACE MOTION LU2336 LU2336 HISTORY - Date Condition Report By LU2336 HISTORY - 1983 MONUMENTED CA-089 LU2336 LU2336 STATION DESCRIPTION LU2336 LU2336'DESCRIBED BY SHASTA COUNTY CALIFORNIA 1983 LU2336'6.4 MILES (10.3 KM) WEST ALONG GAS POINT ROAD (COUNTY ROAD NO 1 HO1 B) LU2336'FROM THE CENTER OF INTERSTATE 5 FREEWAY IN COTTONWOOD, THEN 0.5 MILE LU2336'(0.8 KM) NORTH ALONG HAPPY VALLEY ROAD (COUNTY ROAD NO. 2G02), 60 LU2336'FEET (18.3 M) SOUTHWEST OF A 24 INCH OAK TREE, 65 FEET (19.8 M) WEST LU2336'OF THE CENTER OF A SMALL CREEK, 33 FEET (10.1 M) EAST OF THE LU2336'CENTERLINE OF HAPPY VALLEY ROAD, 45 FEET (13.7 M) NORTH OF THE SOUTH LU2336'DRIVEWAY TO WEST VALLEY HIGH SCHOOL, 0.6 FOOT (18.3 CM) EAST OF THE LU2336'BACK OF A CONCRETE CURB, 1.3 FOOT (0.4 M) WEST OF A WITNESS POST AND LU2336'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT (3.0 CM) ABOVE LU2336'THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU2334 *********************************************************************** LU2334 DESIGNATION - B 383 RESET LU2334 PID - LU2334 LU2334 STATE/COUNTY- CA/SHASTA LU2334 USGS QUAD - OLINDA (1976) LU2334 LU2334 *CURRENT SURVEY CONTROL LU2334 ___________________________________________________________________ LU2334* NAD 83(1986)- 40 24 21. (N) 122 24 38. (W) SCALED LU2334* NAVD 88 - 209.83 (+/-2cm) 688.4 (feet) VERTCON LU2334 ___________________________________________________________________ LU2334 GEOID HEIGHT- -28.28 (meters) GEOID99 LU2334 LU2334 VERT ORDER - THIRD (See Below) LU2334 LU2334.The horizontal coordinates were scaled from a topographic map and have LU2334.an estimated accuracy of +/- 6 seconds. LU2334 LU2334.The NAVD 88 height was computed by applying the VERTCON shift value to LU2334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LU2334.The vertical order pertains to the superseded datum. LU2334 LU2334.The geoid height was determined by GEOID99. LU2334 LU2334; North East Units Estimated Accuracy LU2334;SPC CA 1 - 619,170. 1,965,150. MT (+/- 180 meters Scaled) LU2334 LU2334 SUPERSEDED SURVEY CONTROL LU2334 LU2334 NGVD 29 - 209.06 (m) 685.9 (f) RESET 3 LU2334 LU2334.Superseded values are not recommended for survey control. LU2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU2334.See file dsdata.txt to determine how the superseded data were derived. LU2334 LU2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK500729(NAD 83) LU2334_MARKER: DV = VERTICAL CONTROL DISK LU2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LU2334_STAMPING: B 383 RESET 1982 LU2334_MARK LOGO: NGS LU2334_MAGNETIC: N = NO MAGNETIC MATERIAL LU2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU2334+STABILITY: SURFACE MOTION LU2334 LU2334 HISTORY - Date Condition Report By LU2334 HISTORY - 1983 MONUMENTED CA-089 LU2334 LU2334 STATION DESCRIPTION LU2334 LU2334'DESCRIBED BY SHASTA COUNTY CALIFORNIA 1983 LU2334'6.4 MILES (10.3 KM) WEST ALONG GAS POINT ROAD (COUNTY ROAD NO. 1 HO1 LU2334'B) FROM THE CENTER OF INTERSTATE 5 FREEWAY IN COTTONWOOD, THEN 0.8 LU2334'MILE (1.3 KM) NORTH ALONG HAPPY VALLEY ROAD (COUNTY ROAD NO. 2G02), LU2334'THEN 0.5 MILE (0.8 KM) NORTHWESTERLY ALONG OLD HAPPY VALLEY ROAD LU2334'(COUNTY ROAD NO. 2G100 A), 33 FEET (10.1 M) WEST OF THE CENTERLINE OF LU2334'THE ROAD, 3 FEET (0.9 M) NORTHEAST OF A 12-INCH OAK TREE, 3 FEET LU2334'(0.9 M) EAST OF A FENCE, 1.5 FEET (0.5 M) WEST OF A WITNESS POST AND LU2334'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT (9.1 CM) ABOVE LU2334'THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU0033 *********************************************************************** LU0033 DESIGNATION - B 560 RESET 1973 LU0033 PID - LU0033 LU0033 STATE/COUNTY- CA/SHASTA LU0033 USGS QUAD - CLOUGH GULCH (1985) LU0033 LU0033 *CURRENT SURVEY CONTROL LU0033 ___________________________________________________________________ LU0033* NAD 83(1986)- 40 31 30. (N) 122 06 17. (W) SCALED LU0033* NAVD 88 - 271.72 (meters) 891.5 (feet) RESET LU0033 ___________________________________________________________________ LU0033 GEOID HEIGHT- -27.03 (meters) GEOID99 LU0033 LU0033 VERT ORDER - THIRD LU0033 LU0033.The horizontal coordinates were scaled from a topographic map and have LU0033.an estimated accuracy of +/- 6 seconds. LU0033 LU0033.The orthometric height was computed from unverified reset data. LU0033 LU0033.The geoid height was determined by GEOID99. LU0033 LU0033; North East Units Estimated Accuracy LU0033;SPC CA 1 - 632,330. 1,991,130. MT (+/- 180 meters Scaled) LU0033 LU0033 SUPERSEDED SURVEY CONTROL LU0033 LU0033 NGVD 29 - 270.91 (m) 888.8 (f) RESET 3 LU0033 LU0033.Superseded values are not recommended for survey control. LU0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU0033.See file dsdata.txt to determine how the superseded data were derived. LU0033 LU0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK758864(NAD 83) LU0033_MARKER: DB = BENCH MARK DISK LU0033_SETTING: 65 = UNSPECIFIED ROCK LU0033_STAMPING: B 560 RESET 1973 LU0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LU0033 LU0033 HISTORY - Date Condition Report By LU0033 HISTORY - 1973 MONUMENTED CADH LU0033 HISTORY - 1973 GOOD NGS LU0033 LU0033 STATION DESCRIPTION LU0033 LU0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 LU0033'4.6 MI SE FROM MILLVILLE. LU0033'0.72 MILES SOUTH ALONG OLD 44 DRIVE FROM THE INTERSECTION OF OLD LU0033'44 DRIVE AND WHITMORE ROAD IN MILLVILLE TO THE INTERSECTION WITH LU0033'STATE HWY 44 AND MILLVILLE PLAINS ROAD, THENCE 3.85 MILES EASTERLY LU0033'ALONG STATE HWY 44, 48 FEET RIGHT OF CENTER LINE OF HIGHWAY, 0.4 LU0033'MILES EASTERLY OF BEAR CREEK BRIDGE, 28 FEET NORTH OF 15 INCH LU0033'WHITE OAK, BRASS DISK IN THE CENTER OF A 3 X 4 FOOT ROCK WHICH LU0033'PROJECTS 3 INCHES ABOVE THE GROUND. A 4 FOOT STEEL WITNESS STAKE LU0033'IS 3.2 FEET NORTH OF STATION. IN R2W, T31N, IN THE SOUTHWEST LU0033'1/4 OF SEC. 21. ORIGINAL WAS DESTROYED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU0064 *********************************************************************** LU0064 DESIGNATION - C 547 RESET 1964 LU0064 PID - LU0064 LU0064 STATE/COUNTY- CA/SHASTA LU0064 USGS QUAD - ENTERPRISE (1969) LU0064 LU0064 *CURRENT SURVEY CONTROL LU0064 ___________________________________________________________________ LU0064* NAD 83(1986)- 40 34 16. (N) 122 21 27. (W) SCALED LU0064* NAVD 88 - 168.99 (meters) 554.4 (feet) RESET LU0064 ___________________________________________________________________ LU0064 GEOID HEIGHT- -27.48 (meters) GEOID99 LU0064 LU0064 VERT ORDER - THIRD LU0064 LU0064.The horizontal coordinates were scaled from a topographic map and have LU0064.an estimated accuracy of +/- 6 seconds. LU0064 LU0064.The orthometric height was computed from unverified reset data. LU0064 LU0064.The geoid height was determined by GEOID99. LU0064 LU0064; North East Units Estimated Accuracy LU0064;SPC CA 1 - 637,500. 1,969,730. MT (+/- 180 meters Scaled) LU0064 LU0064 SUPERSEDED SURVEY CONTROL LU0064 LU0064 NGVD 29 - 168.18 (m) 551.8 (f) RESET 3 LU0064 LU0064.Superseded values are not recommended for survey control. LU0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU0064.See file dsdata.txt to determine how the superseded data were derived. LU0064 LU0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK543913(NAD 83) LU0064_MARKER: DD = SURVEY DISK LU0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LU0064_STAMPING: C 547 RESET 1964 LU0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU0064+STABILITY: SURFACE MOTION LU0064 LU0064 HISTORY - Date Condition Report By LU0064 HISTORY - 1964 MONUMENTED CADH LU0064 LU0064 STATION DESCRIPTION LU0064 LU0064'DESCRIBED BY CA DIV OF HIGHWAYS 1964 LU0064'2 MI SE FROM REDDING. LU0064'0.4 MILE SOUTH ALONG U.S. HIGHWAY 99 FROM THE BANK OF AMERICA LU0064'AT REDDING, THENCE 1.6 MILES EAST ALONG STATE HIGHWAY 44, IN LU0064'R4W T 31N, IN THE CENTER OF THE EAST HALF OF SECTION 6, AT THE LU0064'T JUNCTION OF HILLTOP DRIVE LEADING NORTH (FORMERLY REDDING-ALTURAS LU0064'HIGHWAY), THENCE EAST 150 FEET TO STATION S 86+60 AND 43.3 LU0064'FEET RIGHT. 3.4 FEET NORTHWEST OF THE NORTHEAST PROPERTY LU0064'CORNER OF FROSTOP DRIVE-IN, SET IN A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU0066 *********************************************************************** LU0066 DESIGNATION - D 547 RESET 1972 LU0066 PID - LU0066 LU0066 STATE/COUNTY- CA/SHASTA LU0066 USGS QUAD - ENTERPRISE (1969) LU0066 LU0066 *CURRENT SURVEY CONTROL LU0066 ___________________________________________________________________ LU0066* NAD 83(1986)- 40 34 53. (N) 122 21 27. (W) SCALED LU0066* NAVD 88 - 179.68 (meters) 589.5 (feet) RESET LU0066 ___________________________________________________________________ LU0066 GEOID HEIGHT- -27.44 (meters) GEOID99 LU0066 LU0066 VERT ORDER - THIRD LU0066 LU0066.The horizontal coordinates were scaled from a topographic map and have LU0066.an estimated accuracy of +/- 6 seconds. LU0066 LU0066.The orthometric height was computed from unverified reset data. LU0066 LU0066.The geoid height was determined by GEOID99. LU0066 LU0066; North East Units Estimated Accuracy LU0066;SPC CA 1 - 638,640. 1,969,740. MT (+/- 180 meters Scaled) LU0066 LU0066 SUPERSEDED SURVEY CONTROL LU0066 LU0066 NGVD 29 - 178.88 (m) 586.9 (f) RESET 3 LU0066 LU0066.Superseded values are not recommended for survey control. LU0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU0066.See file dsdata.txt to determine how the superseded data were derived. LU0066 LU0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK543924(NAD 83) LU0066_MARKER: DD = SURVEY DISK LU0066_SETTING: 0 = UNSPECIFIED SETTING LU0066_STAMPING: D 547 RESET 1972 LU0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LU0066 LU0066 HISTORY - Date Condition Report By LU0066 HISTORY - 1972 MONUMENTED LOCSUR LU0066 LU0066 STATION DESCRIPTION LU0066 LU0066'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 LU0066'2.7 MI E FROM REDDING. LU0066'0.4 MILE SOUTH ALONG U.S. HIGHWAY 99 FROM THE BANK OF AMERICA LU0066'AT REDDING, THENCE 1.6 MILES EAST ALONG STATE HIGHWAY 44, THENCE LU0066'0.7 MILE NORTH ALONG HILL TOP DRIVE, NEAR THE CENTER OF THE LU0066'SOUTHEAST 1/4 OF SECTION 31, T 32 N, R 4 W, LOCATED ON INTERSTATE LU0066'HIGHWAY 5 NORTH RIGHT-OF-WAY AT CENTRAL REDDING EXIT, ABOUT LU0066'600 FEET SOUTHWEST OF THE INTERSECTION OF INTERSTATE HIGHWAY LU0066'5 AND HILLTOP DRIVE, 5 FEET WEST OF MOTEL 6 SIGN, 3 FEET NORTH LU0066'OF STATE ANGLE POINT AND 312 FEET EAST OF HIGHWAY STATION LU0066'12 + 53. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU0198 *********************************************************************** LU0198 DESIGNATION - E 742 RESET LU0198 PID - LU0198 LU0198 STATE/COUNTY- CA/SHASTA LU0198 USGS QUAD - COTTONWOOD (1965) LU0198 LU0198 *CURRENT SURVEY CONTROL LU0198 ___________________________________________________________________ LU0198* NAD 83(1986)- 40 28 14. (N) 122 17 40. (W) SCALED LU0198* NAVD 88 - 129.74 (meters) 425.7 (feet) RESET LU0198 ___________________________________________________________________ LU0198 GEOID HEIGHT- -27.80 (meters) GEOID99 LU0198 LU0198 VERT ORDER - THIRD LU0198 LU0198.The horizontal coordinates were scaled from a topographic map and have LU0198.an estimated accuracy of +/- 6 seconds. LU0198 LU0198.The orthometric height was computed from unverified reset data. LU0198 LU0198.The geoid height was determined by GEOID99. LU0198 LU0198; North East Units Estimated Accuracy LU0198;SPC CA 1 - 626,320. 1,975,030. MT (+/- 180 meters Scaled) LU0198 LU0198 SUPERSEDED SURVEY CONTROL LU0198 LU0198.No superseded survey control is available for this station. LU0198 LU0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK598802(NAD 83) LU0198_MARKER: DB = BENCH MARK DISK LU0198_SETTING: 32 = WINGWALL LU0198_STAMPING: E 742 RESET 1950 LU0198_MARK LOGO: CGS LU0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU0198+STABILITY: SURFACE MOTION LU0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LU0198+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1988 LU0198 LU0198 HISTORY - Date Condition Report By LU0198 HISTORY - 1950 MONUMENTED CA-089 LU0198 HISTORY - 1951 GOOD NGS LU0198 HISTORY - 19880622 GOOD NGS LU0198 LU0198 STATION DESCRIPTION LU0198 LU0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951 LU0198'1.6 MI N FROM ANDERSON. LU0198'0.15 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD LU0198'FROM THE STATION AT ANDERSON, SHASTA COUNTY, THENCE 1.5 MILES LU0198'NORTH ALONG COUNTY ROAD 9 E (A PAVED COUNTY ROAD LEADING TO LU0198'REDDING MUNICIPAL AIRPORT), AT THE NEW BRIDGE OVER SACRAMENTO LU0198'RIVER, IN THE TOP OF THE EAST WING WALL OF THE SOUTH ABUTMENT, LU0198'15 FEET EAST OF THE CENTERLINE OF THE BRIDGE AT SURVEY STATION LU0198'35+59, AND ABOUT 1 FOOT HIGHER THAN THE BRIDGE DECK. LU0198 LU0198 STATION RECOVERY (1988) LU0198 LU0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 LU0198'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 5.0 KM LU0198'(3.10 MI) NORTHERLY ALONG NORTH STREET AND AIRPORT ROAD FROM THE LU0198'JUNCTION OF THE SOUTHERN PACIFIC RAILROAD IN ANDERSON. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU0059 *********************************************************************** LU0059 DESIGNATION - F 547 RESET 1967 LU0059 PID - LU0059 LU0059 STATE/COUNTY- CA/SHASTA LU0059 USGS QUAD - ENTERPRISE (1969) LU0059 LU0059 *CURRENT SURVEY CONTROL LU0059 ___________________________________________________________________ LU0059* NAD 83(1986)- 40 34 41. (N) 122 20 18. (W) SCALED LU0059* NAVD 88 - 181.16 (meters) 594.4 (feet) RESET LU0059 ___________________________________________________________________ LU0059 GEOID HEIGHT- -27.45 (meters) GEOID99 LU0059 LU0059 VERT ORDER - THIRD LU0059 LU0059.The horizontal coordinates were scaled from a topographic map and have LU0059.an estimated accuracy of +/- 6 seconds. LU0059 LU0059.The orthometric height was computed from unverified reset data. LU0059 LU0059.The geoid height was determined by GEOID99. LU0059 LU0059; North East Units Estimated Accuracy LU0059;SPC CA 1 - 638,270. 1,971,360. MT (+/- 180 meters Scaled) LU0059 LU0059 SUPERSEDED SURVEY CONTROL LU0059 LU0059 NGVD 29 - 180.35 (m) 591.7 (f) RESET 3 LU0059 LU0059.Superseded values are not recommended for survey control. LU0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU0059.See file dsdata.txt to determine how the superseded data were derived. LU0059 LU0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK560921(NAD 83) LU0059_MARKER: DD = SURVEY DISK LU0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LU0059_STAMPING: F 547 RESET 1967 LU0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU0059+STABILITY: SURFACE MOTION LU0059 LU0059 HISTORY - Date Condition Report By LU0059 HISTORY - 1967 MONUMENTED CADH LU0059 LU0059 STATION DESCRIPTION LU0059 LU0059'DESCRIBED BY CA DIV OF HIGHWAYS 1967 LU0059'3.5 MI E FROM REDDING. LU0059'0.4 MILE SOUTH ALONG U.S. HIGHWAY 99 FROM THE BANK OF AMERICA LU0059'AT REDDING, THENCE 1.6 MILES EAST ALONG STATE HIGHWAY 44, THENCE LU0059'0.5 MILE NORTH ALONG HILLTOP DRIVE, THENCE 1 MILE EAST ALONG LU0059'MISTLETOE LANE, IN THE SOUTHEAST QUARTER OF SECTION 32 R 4 W LU0059'T 32 N, 56 FEET SOUTH AND 23 FEET WEST OF THE INTERSECTION OF LU0059'MISTLETOE LANE AND VICTOR AVENUE, 8 FEET NORTH OF A POWER LU0059'POLE, 11 FEET SOUTH OF A FIRE PLUG ON A LINE BETWEEN THE LU0059'POWER POLE AND FIRE PLUG, 2 FEET NORTH OF A WITNESS POST, SET LU0059'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE LU0059'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LT0832 *********************************************************************** LT0832 DESIGNATION - F 550 RESET LT0832 PID - LT0832 LT0832 STATE/COUNTY- CA/SHASTA LT0832 USGS QUAD - SHINGLETOWN (1985) LT0832 LT0832 *CURRENT SURVEY CONTROL LT0832 ___________________________________________________________________ LT0832* NAD 83(1986)- 40 29 36. (N) 121 54 22. (W) SCALED LT0832* NAVD 88 - 1020.98 (+/-2cm) 3349.7 (feet) VERTCON LT0832 ___________________________________________________________________ LT0832 GEOID HEIGHT- -25.79 (meters) GEOID99 LT0832 LT0832 VERT ORDER - THIRD (See Below) LT0832 LT0832.The horizontal coordinates were scaled from a topographic map and have LT0832.an estimated accuracy of +/- 6 seconds. LT0832 LT0832.The NAVD 88 height was computed by applying the VERTCON shift value to LT0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LT0832.The vertical order pertains to the superseded datum. LT0832 LT0832.The geoid height was determined by GEOID99. LT0832 LT0832; North East Units Estimated Accuracy LT0832;SPC CA 1 - 628,810. 2,007,960. MT (+/- 180 meters Scaled) LT0832 LT0832 SUPERSEDED SURVEY CONTROL LT0832 LT0832 NGVD 29 - 1020.11 (m) 3346.8 (f) RESET 3 LT0832 LT0832.Superseded values are not recommended for survey control. LT0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0832.See file dsdata.txt to determine how the superseded data were derived. LT0832 LT0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK926830(NAD 83) LT0832_MARKER: DV = VERTICAL CONTROL DISK LT0832_SETTING: 80 = SET IN A BOULDER LT0832_STAMPING: F 550 RESET 1978 LT0832_MARK LOGO: NGS LT0832_MAGNETIC: N = NO MAGNETIC MATERIAL LT0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LT0832+STABILITY: SURFACE MOTION LT0832 LT0832 HISTORY - Date Condition Report By LT0832 HISTORY - 1978 MONUMENTED CADT LT0832 LT0832 STATION DESCRIPTION LT0832 LT0832'DESCRIBED BY CALTRANS 1978 LT0832'1.0 MILE (1.6 KM) WEST ALONG HIGHWAY 44 FROM THE POST OFFICE AND LT0832'GENERAL STORE IN SHINGLETOWN, IN T 31 N, R 1 E, 450 FEET (137.2 M) LT0832'EAST OF A ROAD CONNECTION TO THE NORTH, 110 FEET (33.5 M) EAST OF THE LT0832'OUTLET OF A 28 INCH BY 20 INCH ARCH CULVERT, 4 FEET (1.2 M) LOWER AND LT0832'57 FEET (17.4 M) NORTH OF THE CENTERLINE OF THE HIGHWAY, 18 FEET (5.5 LT0832'M) EAST OF A 24 INCH BLACK OAK AND 21.5 FEET (6.6 M) NORTHWEST OF A LT0832'36 INCH CEDAR AND PROJECTING 0.5 FEET (15.2 CM) ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH4829 *********************************************************************** AH4829 DESIGNATION - G 547 RESET AH4829 PID - AH4829 AH4829 STATE/COUNTY- CA/SHASTA AH4829 USGS QUAD - ENTERPRISE (1969) AH4829 AH4829 *CURRENT SURVEY CONTROL AH4829 ___________________________________________________________________ AH4829* NAD 83(1986)- 40 33 49. (N) 122 20 32. (W) SCALED AH4829* NAVD 88 - 162.00 (meters) 531.5 (feet) RESET AH4829 ___________________________________________________________________ AH4829 GEOID HEIGHT- -27.51 (meters) GEOID99 AH4829 AH4829 VERT ORDER - THIRD AH4829 AH4829.The horizontal coordinates were scaled from a topographic map and have AH4829.an estimated accuracy of +/- 6 seconds. AH4829 AH4829.The orthometric height was computed from unverified reset data. AH4829 AH4829.The geoid height was determined by GEOID99. AH4829 AH4829; North East Units Estimated Accuracy AH4829;SPC CA 1 - 636,660. 1,971,020. MT (+/- 180 meters Scaled) AH4829 AH4829 SUPERSEDED SURVEY CONTROL AH4829 AH4829.No superseded survey control is available for this station. AH4829 AH4829_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK556905(NAD 83) AH4829_MARKER: DV = VERTICAL CONTROL DISK AH4829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4829_STAMPING: G 547 RESET 1975 AH4829_MARK LOGO: NGS AH4829_PROJECTION: FLUSH AH4829_MAGNETIC: N = NO MAGNETIC MATERIAL AH4829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4829+STABILITY: SURFACE MOTION AH4829 AH4829 HISTORY - Date Condition Report By AH4829 HISTORY - 1975 MONUMENTED CA-089 AH4829 AH4829 STATION DESCRIPTION AH4829 AH4829'DESCRIBED BY SHASTA COUNTY CALIFORNIA 1975 (CAL) AH4829'POINT IS ON HARTNELL AVENUE (OLD HWY 44) NEAR INTERSECTION WITH VICTOR AH4829'AVENUE, APPROXIMATELY 140 FEET (42.7 M) EAST OF INTERSECTION. MORE AH4829'PARTICULARLY, LOCATED BY ENGINEERS STATION (HA 1394+50) AS SHOWN ON AH4829'RECORD OF SURVEY ON FILE IN BOOK 38 PAGE 24 SHASTA COUNTY COURTHOUSE. AH4829'POINT IS 52 FEET (15.8 M) RIGHT (SOUTH) OF SAID STATION AND CENTERLINE AH4829'OF EXISTING ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU2337 *********************************************************************** LU2337 DESIGNATION - G 742 RESET LU2337 PID - LU2337 LU2337 STATE/COUNTY- CA/SHASTA LU2337 USGS QUAD - ENTERPRISE (1969) LU2337 LU2337 *CURRENT SURVEY CONTROL LU2337 ___________________________________________________________________ LU2337* NAD 83(1986)- 40 31 11. (N) 122 18 09. (W) SCALED LU2337* NAVD 88 - 153.45 (+/-2cm) 503.4 (feet) VERTCON LU2337 ___________________________________________________________________ LU2337 GEOID HEIGHT- -27.64 (meters) GEOID99 LU2337 LU2337 VERT ORDER - THIRD (See Below) LU2337 LU2337.This mark is at Redding Municipal Airport (RDD) LU2337 LU2337.The horizontal coordinates were scaled from a topographic map and have LU2337.an estimated accuracy of +/- 6 seconds. LU2337 LU2337.The NAVD 88 height was computed by applying the VERTCON shift value to LU2337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LU2337.The vertical order pertains to the superseded datum. LU2337 LU2337.The geoid height was determined by GEOID99. LU2337 LU2337; North East Units Estimated Accuracy LU2337;SPC CA 1 - 631,780. 1,974,370. MT (+/- 180 meters Scaled) LU2337 LU2337 SUPERSEDED SURVEY CONTROL LU2337 LU2337 NGVD 29 - 152.66 (m) 500.9 (f) RESET 3 LU2337 LU2337.Superseded values are not recommended for survey control. LU2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU2337.See file dsdata.txt to determine how the superseded data were derived. LU2337 LU2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK590856(NAD 83) LU2337_MARKER: DV = VERTICAL CONTROL DISK LU2337_SETTING: 31 = CURB LU2337_STAMPING: G 742 RESET 1985 LU2337_MARK LOGO: NGS LU2337_MAGNETIC: N = NO MAGNETIC MATERIAL LU2337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LU2337 LU2337 HISTORY - Date Condition Report By LU2337 HISTORY - 1985 MONUMENTED NGS LU2337 LU2337 STATION DESCRIPTION LU2337 LU2337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 LU2337'AT THE WEST SIDE OF THE REDDING MUNICIPAL AIRPORT, AT THE FOREST LU2337'SERVICE ENTRANCE, AT THE EAST END AND IN THE TOP OF THE ENTRY MEDIAN LU2337'CURB, ABOUT 50 FEET (15.2 M) EAST OF THE NORTH-SOUTH ROAD THAT RUNS LU2337'ALONG THE WEST SIDE OF THE AIRPORT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU2341 *********************************************************************** LU2341 DESIGNATION - H 336 RESET LU2341 PID - LU2341 LU2341 STATE/COUNTY- CA/SHASTA LU2341 USGS QUAD - LU2341 LU2341 *CURRENT SURVEY CONTROL LU2341 ___________________________________________________________________ LU2341* NAD 83(1986)- 40 29 40. (N) 122 32 50. (W) SCALED LU2341* NAVD 88 - 304.55 (+/-2cm) 999.2 (feet) VERTCON LU2341 ___________________________________________________________________ LU2341 GEOID HEIGHT- -27.82 (meters) GEOID99 LU2341 LU2341 VERT ORDER - THIRD (See Below) LU2341 LU2341.The horizontal coordinates were scaled from a topographic map and have LU2341.an estimated accuracy of +/- 6 seconds. LU2341 LU2341.The NAVD 88 height was computed by applying the VERTCON shift value to LU2341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LU2341.The vertical order pertains to the superseded datum. LU2341 LU2341.The geoid height was determined by GEOID99. LU2341 LU2341; North East Units Estimated Accuracy LU2341;SPC CA 1 - 629,070. 1,953,610. MT (+/- 180 meters Scaled) LU2341 LU2341 SUPERSEDED SURVEY CONTROL LU2341 LU2341 NGVD 29 - 303.74 (m) 996.5 (f) RESET 3 LU2341 LU2341.Superseded values are not recommended for survey control. LU2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU2341.See file dsdata.txt to determine how the superseded data were derived. LU2341 LU2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK383827(NAD 83) LU2341_MARKER: DV = VERTICAL CONTROL DISK LU2341_SETTING: 37 = PARAPET WALL LU2341_STAMPING: H 336 RESET 1991 LU2341_MARK LOGO: NGS LU2341_MAGNETIC: N = NO MAGNETIC MATERIAL LU2341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LU2341 LU2341 HISTORY - Date Condition Report By LU2341 HISTORY - 1991 MONUMENTED CA-089 LU2341 LU2341 STATION DESCRIPTION LU2341 LU2341'DESCRIBED BY SHASTA COUNTY CALIFORNIA 1991 LU2341'0.75 MILES (1.21 KM) SOUTHWEST ALONG THE ONO ROAD FROM THE POST OFFICE LU2341'IN IGO, AT A BRIDGE OVER DRY CREEK, IN THE TOP OF THE WEST WALL, 35.7 LU2341'FEET (10.9 M) S 68 DEG W FROM A TELEPHONE POLE, 11 FEET (3.4 M) WEST LU2341'OF THE CENTERLINE OF THE ROAD AND ABOUT 1 FOOT (0.3 M) HIGHER THAN LU2341'THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU0147 *********************************************************************** LU0147 DESIGNATION - H 676 RESET LU0147 PID - LU0147 LU0147 STATE/COUNTY- CA/SHASTA LU0147 USGS QUAD - O'BRIEN (1990) LU0147 LU0147 *CURRENT SURVEY CONTROL LU0147 ___________________________________________________________________ LU0147* NAD 83(1986)- 40 45 29. (N) 122 19 09. (W) SCALED LU0147* NAVD 88 - 353.93 (meters) 1161.2 (feet) RESET LU0147 ___________________________________________________________________ LU0147 GEOID HEIGHT- -26.62 (meters) GEOID99 LU0147 LU0147 VERT ORDER - THIRD LU0147 LU0147.The horizontal coordinates were scaled from a topographic map and have LU0147.an estimated accuracy of +/- 6 seconds. LU0147 LU0147.The orthometric height was computed from unverified reset data. LU0147.No vertical observational check was made to the station. LU0147 LU0147.The geoid height was determined by GEOID99. LU0147 LU0147; North East Units Estimated Accuracy LU0147;SPC CA 1 - 658,250. 1,973,050. MT (+/- 180 meters Scaled) LU0147 LU0147 SUPERSEDED SURVEY CONTROL LU0147 LU0147 NGVD 29 - 353.12 (m) 1158.5 (f) RESET 3 LU0147 LU0147.Superseded values are not recommended for survey control. LU0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU0147.See file dsdata.txt to determine how the superseded data were derived. LU0147 LU0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL574121(NAD 83) LU0147_MARKER: DD = SURVEY DISK LU0147_SETTING: 36 = BRIDGE LU0147_STAMPING: H 676 RESET 1965 LU0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LU0147 LU0147 HISTORY - Date Condition Report By LU0147 HISTORY - 1965 MONUMENTED CADPW LU0147 HISTORY - 1988 MARK NOT FOUND NGS LU0147 LU0147 STATION DESCRIPTION LU0147 LU0147'DESCRIBED BY CALIFORNIA DEPARTMENT OF PUBLIC WORKS 1965 LU0147'6.1 MI N FROM PROJECT CITY. LU0147'ABOUT 6.1 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE LU0147'AT PROJECT CITY, AT THE PITT RIVER BRIDGE, IN THE SOUTHEAST LU0147'END OF THE CONCRETE SIDEWALK, 29 FEET EAST OF THE CENTERLINE LU0147'OF THE HIGHWAY, AND 1 FOOT NORTH OF THE SOUTH END OF THE LU0147'SIDEWALK. LU0147 LU0147 STATION RECOVERY (1988) LU0147 LU0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 LU0147'THE HIGHWAY DEPARTMENT STATED THAT THE MARK WAS DESTROYED IN 1980. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LT0369 *********************************************************************** LT0369 DESIGNATION - J 119 RESET 1951 LT0369 PID - LT0369 LT0369 STATE/COUNTY- CA/SHASTA LT0369 USGS QUAD - MONTGOMERY CREEK (1990) LT0369 LT0369 *CURRENT SURVEY CONTROL LT0369 ___________________________________________________________________ LT0369* NAD 83(1986)- 40 50 29. (N) 121 55 26. (W) SCALED LT0369* NAVD 88 - 653.32 (meters) 2143.4 (feet) RESET LT0369 ___________________________________________________________________ LT0369 GEOID HEIGHT- -25.40 (meters) GEOID99 LT0369 LT0369 VERT ORDER - THIRD LT0369 LT0369.The horizontal coordinates were scaled from a topographic map and have LT0369.an estimated accuracy of +/- 6 seconds. LT0369 LT0369.The orthometric height was computed from unverified reset data. LT0369 LT0369.The geoid height was determined by GEOID99. LT0369 LT0369; North East Units Estimated Accuracy LT0369;SPC CA 1 - 667,450. 2,006,420. MT (+/- 180 meters Scaled) LT0369 LT0369 SUPERSEDED SURVEY CONTROL LT0369 LT0369 NGVD 29 - 652.45 (m) 2140.6 (f) RESET 3 LT0369 LT0369.Superseded values are not recommended for survey control. LT0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0369.See file dsdata.txt to determine how the superseded data were derived. LT0369 LT0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL907217(NAD 83) LT0369_MARKER: DB = BENCH MARK DISK LT0369_SETTING: 36 = BRIDGE LT0369_STAMPING: J 119 RESET 1951 LT0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LT0369 LT0369 HISTORY - Date Condition Report By LT0369 HISTORY - 1951 MONUMENTED CADH LT0369 HISTORY - 1955 GOOD NGS LT0369 HISTORY - 1974 GOOD NGS LT0369 LT0369 STATION DESCRIPTION LT0369 LT0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 LT0369'AT MONTGOMERY CREEK. LT0369'AT MONTGOMERY CREEK, SHASTA COUNTY, ON U.S. HIGHWAY 299, AT THE LT0369'CONCRETE BRIDGE OVER MONTGOMERY CREEK, NEAR THE NORTHEAST CORNER LT0369'OF THE BRIDGE, IN THE TOP OF THE BRIDGE SIDEWALK, AT SURVEY LT0369'STATION 2+90, AND 17.2 FEET EAST OF THE CENTERLINE OF THE BRIDGE. LT0369 LT0369 STATION RECOVERY (1974) LT0369 LT0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 LT0369'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU0055 *********************************************************************** LU0055 DESIGNATION - J 547 RESET 1967 LU0055 PID - LU0055 LU0055 STATE/COUNTY- CA/SHASTA LU0055 USGS QUAD - ENTERPRISE (1969) LU0055 LU0055 *CURRENT SURVEY CONTROL LU0055 ___________________________________________________________________ LU0055* NAD 83(1986)- 40 33 50. (N) 122 18 22. (W) SCALED LU0055* NAVD 88 - 173.59 (meters) 569.5 (feet) RESET LU0055 ___________________________________________________________________ LU0055 GEOID HEIGHT- -27.49 (meters) GEOID99 LU0055 LU0055 VERT ORDER - THIRD LU0055 LU0055.The horizontal coordinates were scaled from a topographic map and have LU0055.an estimated accuracy of +/- 6 seconds. LU0055 LU0055.The orthometric height was computed from unverified reset data. LU0055 LU0055.The geoid height was determined by GEOID99. LU0055 LU0055; North East Units Estimated Accuracy LU0055;SPC CA 1 - 636,680. 1,974,080. MT (+/- 180 meters Scaled) LU0055 LU0055 SUPERSEDED SURVEY CONTROL LU0055 LU0055 NGVD 29 - 172.79 (m) 566.9 (f) RESET 3 LU0055 LU0055.Superseded values are not recommended for survey control. LU0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU0055.See file dsdata.txt to determine how the superseded data were derived. LU0055 LU0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK587905(NAD 83) LU0055_MARKER: DD = SURVEY DISK LU0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LU0055_STAMPING: J 547 RESET 1967 LU0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU0055+STABILITY: SURFACE MOTION LU0055 LU0055 HISTORY - Date Condition Report By LU0055 HISTORY - 1967 MONUMENTED CADH LU0055 LU0055 STATION DESCRIPTION LU0055 LU0055'DESCRIBED BY CA DIV OF HIGHWAYS 1967 LU0055'4 MI W FROM PALO CEDRO. LU0055'4 MILES WEST ALONG STATE HIGHWAY 44 FROM THE INTERSECTION OF LU0055'STATE HIGHWAY 44 AND DESCHUTES LOGGING ROAD IN PALO CEDRO, IN LU0055'THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER-SECTION OF LU0055'SECTION 3 R 4 W T 31 N, 0.4 MILE WEST OF THE INTERSECTION OF LU0055'THE OLD OREGON TRAIL ROAD, AT THE CROSSING OF A DOUBLE-POLE LU0055'POWER LINE, 88 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY LU0055'AT HIGHWAY STATION 272+43, 32.5 FEET SOUTH OF THE CENTER LINE LU0055'OF A FRONTAGE ROAD, 15 FEET EAST OF THE CENTER WIRE OF A LU0055'3-WIRE POWER LINE, 1 FOOT SOUTH OF A FENCE, 5 FEET WEST OF A LU0055'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 LU0055'FOOT AND ABOUT LEVEL WITH THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU0149 *********************************************************************** LU0149 DESIGNATION - J 676 RESET LU0149 PID - LU0149 LU0149 STATE/COUNTY- CA/SHASTA LU0149 USGS QUAD - O'BRIEN (1990) LU0149 LU0149 *CURRENT SURVEY CONTROL LU0149 ___________________________________________________________________ LU0149* NAD 83(1986)- 40 46 02. (N) 122 19 04. (W) SCALED LU0149* NAVD 88 - 356.81 (meters) 1170.6 (feet) RESET LU0149 ___________________________________________________________________ LU0149 GEOID HEIGHT- -26.58 (meters) GEOID99 LU0149 LU0149 VERT ORDER - THIRD LU0149 LU0149.The horizontal coordinates were scaled from a topographic map and have LU0149.an estimated accuracy of +/- 6 seconds. LU0149 LU0149.The orthometric height was computed from unverified reset data. LU0149 LU0149.The geoid height was determined by GEOID99. LU0149 LU0149; North East Units Estimated Accuracy LU0149;SPC CA 1 - 659,260. 1,973,170. MT (+/- 180 meters Scaled) LU0149 LU0149 SUPERSEDED SURVEY CONTROL LU0149 LU0149 NGVD 29 - 355.99 (m) 1167.9 (f) RESET 3 LU0149 LU0149.Superseded values are not recommended for survey control. LU0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU0149.See file dsdata.txt to determine how the superseded data were derived. LU0149 LU0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL575131(NAD 83) LU0149_MARKER: DD = SURVEY DISK LU0149_SETTING: 36 = BRIDGE LU0149_STAMPING: J 676 RESET 1965 LU0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LU0149 LU0149 HISTORY - Date Condition Report By LU0149 HISTORY - 1965 MONUMENTED CADPW LU0149 HISTORY - 1988 MARK NOT FOUND NGS LU0149 LU0149 STATION DESCRIPTION LU0149 LU0149'DESCRIBED BY CALIFORNIA DEPARTMENT OF PUBLIC WORKS 1965 LU0149'6.7 MI N FROM PROJECT CITY. LU0149'ABOUT 6.7 MILES NORTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE LU0149'AT PROJECT CITY, AT THE NORTHEAST END OF THE PITT RIVER BRIDGE, LU0149'IN THE SIDEWALK, 29 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, LU0149'AND 1 FOOT SOUTH OF THE NORTH END OF THE SIDEWALK. LU0149 LU0149 STATION RECOVERY (1988) LU0149 LU0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 LU0149'THE HIGHWAY DEPARTMENT STATED THAT THIS MARK WAS DESTROYED IN 1980. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU2340 *********************************************************************** LU2340 DESIGNATION - J 676 RESET LU2340 PID - LU2340 LU2340 STATE/COUNTY- CA/SHASTA LU2340 USGS QUAD - O'BRIEN (1990) LU2340 LU2340 *CURRENT SURVEY CONTROL LU2340 ___________________________________________________________________ LU2340* NAD 83(1986)- 40 46 02. (N) 122 19 04. (W) SCALED LU2340* NAVD 88 - 359.44 (+/-2cm) 1179.3 (feet) VERTCON LU2340 ___________________________________________________________________ LU2340 GEOID HEIGHT- -26.58 (meters) GEOID99 LU2340 LU2340 VERT ORDER - THIRD (See Below) LU2340 LU2340.The horizontal coordinates were scaled from a topographic map and have LU2340.an estimated accuracy of +/- 6 seconds. LU2340 LU2340.The NAVD 88 height was computed by applying the VERTCON shift value to LU2340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LU2340.The vertical order pertains to the superseded datum. LU2340 LU2340.The geoid height was determined by GEOID99. LU2340 LU2340; North East Units Estimated Accuracy LU2340;SPC CA 1 - 659,260. 1,973,170. MT (+/- 180 meters Scaled) LU2340 LU2340 SUPERSEDED SURVEY CONTROL LU2340 LU2340 NGVD 29 - 358.62 (m) 1176.6 (f) RESET 3 LU2340 LU2340.Superseded values are not recommended for survey control. LU2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU2340.See file dsdata.txt to determine how the superseded data were derived. LU2340 LU2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL575131(NAD 83) LU2340_MARKER: DV = VERTICAL CONTROL DISK LU2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LU2340_STAMPING: J 676 RESET 1980 LU2340_MARK LOGO: NGS LU2340_MAGNETIC: N = NO MAGNETIC MATERIAL LU2340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU2340+STABILITY: SURFACE MOTION LU2340 LU2340 HISTORY - Date Condition Report By LU2340 HISTORY - 1980 MONUMENTED CADT LU2340 LU2340 STATION DESCRIPTION LU2340 LU2340'DESCRIBED BY CALTRANS 1980 LU2340'ABOUT 6.7 MILES (10.8 KM) NORTH ALONG US INTERSTATE ROUTE 5 FROM THE LU2340'ROUTE 151 AND 5 SEPARATION BRIDGE NUMBER 6-156 (LOCALLY KNOWN AS THE LU2340'PROJECT CITY INTERCHANGE), AT THE NORTH END OF THE PIT RIVER BRIDGE, LU2340'100 FEET (30.5 M) NORTH OF NORTH END OF BRIDGE, 5.5 FEET (1.7 M) WEST LU2340'OF OUTSIDE (WEST) BARRIER RAIL FOR SOUTHBOUND LANES OF HIGHWAY, IN A LU2340'ONE FOOT BY ONE FOOT CONCRETE POST PROJECTING 1.5 FEET (0.5 M) ABOVE LU2340'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU2333 *********************************************************************** LU2333 DESIGNATION - N 382 RESET LU2333 PID - LU2333 LU2333 STATE/COUNTY- CA/SHASTA LU2333 USGS QUAD - OLINDA (1976) LU2333 LU2333 *CURRENT SURVEY CONTROL LU2333 ___________________________________________________________________ LU2333* NAD 83(1986)- 40 23 17. (N) 122 24 24. (W) SCALED LU2333* NAVD 88 - 158.28 (+/-2cm) 519.3 (feet) VERTCON LU2333 ___________________________________________________________________ LU2333 GEOID HEIGHT- -28.36 (meters) GEOID99 LU2333 LU2333 VERT ORDER - THIRD (See Below) LU2333 LU2333.The horizontal coordinates were scaled from a topographic map and have LU2333.an estimated accuracy of +/- 6 seconds. LU2333 LU2333.The NAVD 88 height was computed by applying the VERTCON shift value to LU2333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LU2333.The vertical order pertains to the superseded datum. LU2333 LU2333.The geoid height was determined by GEOID99. LU2333 LU2333; North East Units Estimated Accuracy LU2333;SPC CA 1 - 617,190. 1,965,470. MT (+/- 180 meters Scaled) LU2333 LU2333 SUPERSEDED SURVEY CONTROL LU2333 LU2333 NGVD 29 - 157.50 (m) 516.7 (f) RESET 3 LU2333 LU2333.Superseded values are not recommended for survey control. LU2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU2333.See file dsdata.txt to determine how the superseded data were derived. LU2333 LU2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK503709(NAD 83) LU2333_MARKER: DV = VERTICAL CONTROL DISK LU2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LU2333_STAMPING: N 382 RESET 1982 LU2333_MARK LOGO: NGS LU2333_MAGNETIC: N = NO MAGNETIC MATERIAL LU2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU2333+STABILITY: SURFACE MOTION LU2333 LU2333 HISTORY - Date Condition Report By LU2333 HISTORY - 1983 MONUMENTED CA-089 LU2333 LU2333 STATION DESCRIPTION LU2333 LU2333'DESCRIBED BY SHASTA COUNTY CALIFORNIA 1983 LU2333'6.4 MILES (10.3 KM) WEST ALONG GAS POINT ROAD (COUNTY ROAD NO. 1 HO1 LU2333'B) FROM THE CENTER OF INTERSTATE 5 FREEWAY IN COTTONWOOD, IN THE LU2333'NORTHEAST QUADRANT OF THE INTERSECTION WITH HAPPY VALLEY ROAD (COUNTY LU2333'ROAD NO. 2G02), 90 FEET (27.4 M) NORTH OF THE CENTERLINE OF GAS POINT LU2333'ROAD, 13 FEET (4.0 M) EAST OF THE EAST PAVEMENT EDGE AND 1.9 FEET LU2333'(0.6 M) WEST OF THE EAST RIGHT OF WAY FENCE OF HAPPY VALLEY ROAD, 4 LU2333'FEET (1.2 M) SOUTHEAST OF A UTILITY POLE, 1.5 FEET (0.5 M) EAST OF A LU2333'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 LU2333'FOOT (3.0 CM) ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0082 *********************************************************************** MX0082 DESIGNATION - N 493 RESET 1958 MX0082 PID - MX0082 MX0082 STATE/COUNTY- CA/SHASTA MX0082 USGS QUAD - CHICKEN HAWK HILL (1986) MX0082 MX0082 *CURRENT SURVEY CONTROL MX0082 ___________________________________________________________________ MX0082* NAD 83(1986)- 41 02 52. (N) 122 22 51. (W) SCALED MX0082* NAVD 88 - 477.20 (meters) 1565.6 (feet) RESET MX0082 ___________________________________________________________________ MX0082 GEOID HEIGHT- -24.98 (meters) GEOID99 MX0082 MX0082 VERT ORDER - THIRD MX0082 MX0082.The horizontal coordinates were scaled from a topographic map and have MX0082.an estimated accuracy of +/- 6 seconds. MX0082 MX0082.The orthometric height was computed from unverified reset data. MX0082 MX0082.The geoid height was determined by GEOID99. MX0082 MX0082; North East Units Estimated Accuracy MX0082;SPC CA 1 - 690,440. 1,967,990. MT (+/- 180 meters Scaled) MX0082 MX0082 SUPERSEDED SURVEY CONTROL MX0082 MX0082 NGVD 29 - 476.30 (m) 1562.7 (f) RESET 3 MX0082 MX0082.Superseded values are not recommended for survey control. MX0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0082.See file dsdata.txt to determine how the superseded data were derived. MX0082 MX0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL520442(NAD 83) MX0082_MARKER: DD = SURVEY DISK MX0082_SETTING: 36 = BRIDGE MX0082_STAMPING: N 493 RESET 1958 MX0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MX0082 MX0082 HISTORY - Date Condition Report By MX0082 HISTORY - 1958 MONUMENTED SPRR MX0082 MX0082 STATION DESCRIPTION MX0082 MX0082'DESCRIBED BY SOUTHERN PACIFIC RAILROAD 1958 MX0082'7.2 MI NE FROM LAMOINE. MX0082'7.2 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD MX0082'FROM THE SIDING SIGN AT LAMOINE, 612 FEET NORTHEAST OF RAILROAD MX0082'SIGNALS NOS. 3073 AND 3074 AT CONCRETE BRIDGE 307.40 OVER A MX0082'SMALL CREEK, IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT, MX0082'(RIVER SIDE), 8.2 INCHES SOUTH OF THE SOUTH RAIL AND ABOUT MX0082'1/2 FOOT LOWER THAN THE TRACK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU0172 *********************************************************************** LU0172 DESIGNATION - N 698 RESET LU0172 PID - LU0172 LU0172 STATE/COUNTY- CA/SHASTA LU0172 USGS QUAD - LAMOINE (1990) LU0172 LU0172 *CURRENT SURVEY CONTROL LU0172 ___________________________________________________________________ LU0172* NAD 83(1986)- 40 56 29. (N) 122 25 51. (W) SCALED LU0172* NAVD 88 - 404.88 (meters) 1328.3 (feet) RESET LU0172 ___________________________________________________________________ LU0172 GEOID HEIGHT- -25.55 (meters) GEOID99 LU0172 LU0172 VERT ORDER - THIRD LU0172 LU0172.The horizontal coordinates were scaled from a topographic map and have LU0172.an estimated accuracy of +/- 6 seconds. LU0172 LU0172.The orthometric height was computed from unverified reset data. LU0172 LU0172.The geoid height was determined by GEOID99. LU0172 LU0172; North East Units Estimated Accuracy LU0172;SPC CA 1 - 678,640. 1,963,720. MT (+/- 180 meters Scaled) LU0172 LU0172 SUPERSEDED SURVEY CONTROL LU0172 LU0172.No superseded survey control is available for this station. LU0172 LU0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL479324(NAD 83) LU0172_MARKER: DD = SURVEY DISK LU0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LU0172_STAMPING: N 698 RESET 1955 LU0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU0172+STABILITY: SURFACE MOTION LU0172 LU0172 HISTORY - Date Condition Report By LU0172 HISTORY - 1955 MONUMENTED CADH LU0172 HISTORY - 1957 GOOD NGS LU0172 HISTORY - 1988 MARK NOT FOUND NGS LU0172 LU0172 STATION DESCRIPTION LU0172 LU0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 LU0172'AT DELTA. LU0172'0.5 MILE SOUTH ALONG U.S. HIGHWAY 99 FROM THE SOUTHERN PACIFIC LU0172'RAILROAD STATION AT DELTA, AT THE JUNCTION OF DELTA ROAD AND LU0172'DOG CREEK ROAD. 80 FEET SOUTHEAST OF THE CENTERLINE OF DOG LU0172'CREEK ROAD, 78 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY LU0172'99, 2 FEET NORTH OF HIGHWAY RIGHT-OF-WAY FENCE, AND SET IN LU0172'A CONCRETE POST 1-FOOT IN DIAMETER AND FLUSH WITH THE GROUND. LU0172 LU0172 STATION RECOVERY (1988) LU0172 LU0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 LU0172'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU0069 *********************************************************************** LU0069 DESIGNATION - P 118 RESET 1964 LU0069 PID - LU0069 LU0069 STATE/COUNTY- CA/SHASTA LU0069 USGS QUAD - ENTERPRISE (1969) LU0069 LU0069 *CURRENT SURVEY CONTROL LU0069 ___________________________________________________________________ LU0069* NAD 83(1986)- 40 35 16. (N) 122 20 14. (W) SCALED LU0069* NAVD 88 - 168.48 (meters) 552.8 (feet) RESET LU0069 ___________________________________________________________________ LU0069 GEOID HEIGHT- -27.41 (meters) GEOID99 LU0069 LU0069 VERT ORDER - THIRD LU0069 LU0069.The horizontal coordinates were scaled from a topographic map and have LU0069.an estimated accuracy of +/- 6 seconds. LU0069 LU0069.The orthometric height was computed from unverified reset data. LU0069 LU0069.The geoid height was determined by GEOID99. LU0069 LU0069; North East Units Estimated Accuracy LU0069;SPC CA 1 - 639,350. 1,971,460. MT (+/- 180 meters Scaled) LU0069 LU0069 SUPERSEDED SURVEY CONTROL LU0069 LU0069 NGVD 29 - 167.67 (m) 550.1 (f) RESET 3 LU0069 LU0069.Superseded values are not recommended for survey control. LU0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU0069.See file dsdata.txt to determine how the superseded data were derived. LU0069 LU0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK560932(NAD 83) LU0069_MARKER: DB = BENCH MARK DISK LU0069_SETTING: 36 = BRIDGE LU0069_STAMPING: P 118 RESET 1964 LU0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LU0069 LU0069 HISTORY - Date Condition Report By LU0069 HISTORY - 1964 MONUMENTED CGS LU0069 LU0069 STATION DESCRIPTION LU0069 LU0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 LU0069'4.3 MI E FROM REDDING. LU0069'0.4 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE BANK OF AMERICA LU0069'AT REDDING, THENCE 1.6 MILES EAST ALONG STATE HIGHWAY 44, THENCE LU0069'1.0 MILE NORTH ALONG HILL TOP DRIVE, THENCE 0.8 MILE EAST ALONG LU0069'DANA DRIVE, THENCE 0.5 MILE NORTHEAST ALONG OLD ALTURAS ROAD LU0069'IN R4W T32N, IN THE NORTHEAST 1/4 OF SECTION 32, AT A CONCRETE LU0069'BRIDGE OVER CHURN CREEK IN THE TOP OF THE NORTHEAST WINGWALL LU0069'14 FEET NORTH OF THE CENTERLINE OF ROAD 2 FEET WEST OF THE LU0069'EAST END OF WING WALL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LT0376 *********************************************************************** LT0376 DESIGNATION - P 119 RESET 1955 LT0376 PID - LT0376 LT0376 STATE/COUNTY- CA/SHASTA LT0376 USGS QUAD - HATCHET MTN PASS (1995) LT0376 LT0376 *CURRENT SURVEY CONTROL LT0376 ___________________________________________________________________ LT0376* NAD 83(1986)- 40 51 51. (N) 121 49 05. (W) SCALED LT0376* NAVD 88 - 1170.36 (meters) 3839.8 (feet) RESET LT0376 ___________________________________________________________________ LT0376 GEOID HEIGHT- -24.81 (meters) GEOID99 LT0376 LT0376 VERT ORDER - THIRD LT0376 LT0376.The horizontal coordinates were scaled from a topographic map and have LT0376.an estimated accuracy of +/- 6 seconds. LT0376 LT0376.The orthometric height was computed from unverified reset data. LT0376 LT0376.The geoid height was determined by GEOID99. LT0376 LT0376; North East Units Estimated Accuracy LT0376;SPC CA 1 - 670,000. 2,015,340. MT (+/- 180 meters Scaled) LT0376 LT0376 SUPERSEDED SURVEY CONTROL LT0376 LT0376 NGVD 29 - 1169.41 (m) 3836.6 (f) RESET 3 LT0376 LT0376.Superseded values are not recommended for survey control. LT0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0376.See file dsdata.txt to determine how the superseded data were derived. LT0376 LT0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL996243(NAD 83) LT0376_MARKER: DD = SURVEY DISK LT0376_SETTING: 36 = BRIDGE LT0376_STAMPING: P 119 RESET 1955 LT0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LT0376 LT0376 HISTORY - Date Condition Report By LT0376 HISTORY - 1955 MONUMENTED CADH LT0376 LT0376 STATION DESCRIPTION LT0376 LT0376'DESCRIBED BY CA DIV OF HIGHWAYS 1955 LT0376'8.5 MI E FROM MONTGOMERY CREEK. LT0376'8.5 MILES EAST ALONG U.S. HIGHWAY 299 FROM MONTGOMERY CREEK, LT0376'SHASTA COUNTY, AT A DOUBLE-BOX CULVERT OVER LITTLE HATCHET CREEK, LT0376'IN THE TOP OF THE WEST CORNER OF THE HEADWALL, AT SURVEY STATION LT0376'C 443+35, AND 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0084 *********************************************************************** MX0084 DESIGNATION - P 493 RESET 1959 MX0084 PID - MX0084 MX0084 STATE/COUNTY- CA/SHASTA MX0084 USGS QUAD - TOMBSTONE MTN (1986) MX0084 MX0084 *CURRENT SURVEY CONTROL MX0084 ___________________________________________________________________ MX0084* NAD 83(1986)- 41 03 40. (N) 122 22 03. (W) SCALED MX0084* NAVD 88 - 494.42 (meters) 1622.1 (feet) RESET MX0084 ___________________________________________________________________ MX0084 GEOID HEIGHT- -24.91 (meters) GEOID99 MX0084 MX0084 VERT ORDER - THIRD MX0084 MX0084.The horizontal coordinates were scaled from a topographic map and have MX0084.an estimated accuracy of +/- 6 seconds. MX0084 MX0084.The orthometric height was computed from unverified reset data. MX0084 MX0084.The geoid height was determined by GEOID99. MX0084 MX0084; North East Units Estimated Accuracy MX0084;SPC CA 1 - 691,910. 1,969,110. MT (+/- 180 meters Scaled) MX0084 MX0084 SUPERSEDED SURVEY CONTROL MX0084 MX0084 NGVD 29 - 493.51 (m) 1619.1 (f) RESET 3 MX0084 MX0084.Superseded values are not recommended for survey control. MX0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0084.See file dsdata.txt to determine how the superseded data were derived. MX0084 MX0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL531457(NAD 83) MX0084_MARKER: DD = SURVEY DISK MX0084_SETTING: 36 = BRIDGE MX0084_STAMPING: P 493 RESET 1959 MX0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MX0084 MX0084 HISTORY - Date Condition Report By MX0084 HISTORY - 1959 MONUMENTED SPRR MX0084 MX0084 STATION DESCRIPTION MX0084 MX0084'DESCRIBED BY SOUTHERN PACIFIC RAILROAD 1959 MX0084'6.6 MI SW FROM CASTELLA. MX0084'THE MARK IS LOCATED 6.6 MILES SOUTHWEST ALONG THE SOUTHERN MX0084'PACIFIC COMPANY RAILROAD FROM THE POST OFFICE AT CASTELLA, 8.5 MX0084'MILES NORTHEAST OF LAMOINE, AT FORMER STEEL BRIDGE 308.55 MX0084'(NOW REMOVED) OVER THE SACRAMENTO RIVER, IN THE TOP OF THE MX0084'SOUTHEAST END OF THE SOUTHWEST ABUTMENT ABOUT 150 FEET EAST MX0084'OF THE EAST RAIL AND ABOUT 4.5 FEET LOWER THAN THE TRACK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0168 *********************************************************************** MX0168 DESIGNATION - P 865 RESET 1960 MX0168 PID - MX0168 MX0168 STATE/COUNTY- CA/SHASTA MX0168 USGS QUAD - SEVEN LAKES BASIN (1986) MX0168 MX0168 *CURRENT SURVEY CONTROL MX0168 ___________________________________________________________________ MX0168* NAD 83(1986)- 41 10 02. (N) 122 25 54. (W) SCALED MX0168* NAVD 88 - 1263.97 (meters) 4146.9 (feet) RESET MX0168 ___________________________________________________________________ MX0168 GEOID HEIGHT- -23.91 (meters) GEOID99 MX0168 MX0168 VERT ORDER - THIRD MX0168 MX0168.The horizontal coordinates were scaled from a topographic map and have MX0168.an estimated accuracy of +/- 6 seconds. MX0168 MX0168.The orthometric height was computed from unverified reset data. MX0168 MX0168.The geoid height was determined by GEOID99. MX0168 MX0168; North East Units Estimated Accuracy MX0168;SPC CA 1 - 703,720. 1,963,780. MT (+/- 180 meters Scaled) MX0168 MX0168 SUPERSEDED SURVEY CONTROL MX0168 MX0168 NGVD 29 - 1262.90 (m) 4143.4 (f) RESET 3 MX0168 MX0168.Superseded values are not recommended for survey control. MX0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0168.See file dsdata.txt to determine how the superseded data were derived. MX0168 MX0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL476574(NAD 83) MX0168_MARKER: DB = BENCH MARK DISK MX0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MX0168_STAMPING: P 865 1960 MX0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MX0168+STABILITY: SURFACE MOTION MX0168 MX0168 HISTORY - Date Condition Report By MX0168 HISTORY - 1960 MONUMENTED CGS MX0168 HISTORY - 1983 MARK NOT FOUND USGS MX0168 HISTORY - 19831109 MARK NOT FOUND USPSQD MX0168 MX0168 STATION DESCRIPTION MX0168 MX0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 MX0168'0.4 MI N FROM CASTELLA. MX0168'0.35 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT MX0168'CASTELLA, THENCE 0.15 MILE NORTH ALONG U.S. HIGHWAY 99, THENCE MX0168'9.05 MILES WEST ALONG CASTLE CREEK ROAD, NEAR A TWELVE FOOT MX0168'DIAMETER MULTIPLATE CULVERT OVER CASTLE CREEK, EIGHTY NINE FEET MX0168'NORTHEAST OF THE INLET END OF THE 12 FT MULTIPLATE CULVERT AND MX0168'SEVENTY FEET NORTH OF CENTERLINE OF ROAD, DISK IS IMBEDDED IN MX0168'CONCRETE. MX0168 MX0168 STATION RECOVERY (1983) MX0168 MX0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 MX0168'MARK NOT FOUND. MX0168 MX0168 STATION RECOVERY (1983) MX0168 MX0168'RECOVERY NOTE BY US POWER SQUADRON 1983 (DPB) MX0168'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LT0469 *********************************************************************** LT0469 DESIGNATION - Q 550 RESET 1977 LT0469 PID - LT0469 LT0469 STATE/COUNTY- CA/SHASTA LT0469 USGS QUAD - INWOOD (1985) LT0469 LT0469 *CURRENT SURVEY CONTROL LT0469 ___________________________________________________________________ LT0469* NAD 83(1986)- 40 30 34. (N) 121 57 12. (W) SCALED LT0469* NAVD 88 - 727.78 (meters) 2387.7 (feet) RESET LT0469 ___________________________________________________________________ LT0469 GEOID HEIGHT- -26.11 (meters) GEOID99 LT0469 LT0469 VERT ORDER - THIRD LT0469 LT0469.The horizontal coordinates were scaled from a topographic map and have LT0469.an estimated accuracy of +/- 6 seconds. LT0469 LT0469.The orthometric height was computed from unverified reset data. LT0469 LT0469.The geoid height was determined by GEOID99. LT0469 LT0469; North East Units Estimated Accuracy LT0469;SPC CA 1 - 630,590. 2,003,960. MT (+/- 180 meters Scaled) LT0469 LT0469 SUPERSEDED SURVEY CONTROL LT0469 LT0469 NGVD 29 - 726.93 (m) 2384.9 (f) RESET 3 LT0469 LT0469.Superseded values are not recommended for survey control. LT0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0469.See file dsdata.txt to determine how the superseded data were derived. LT0469 LT0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK886848(NAD 83) LT0469_MARKER: DB = BENCH MARK DISK LT0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LT0469_STAMPING: Q 550 RESET 1977 LT0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LT0469+STABILITY: SURFACE MOTION LT0469 LT0469 HISTORY - Date Condition Report By LT0469 HISTORY - 1977 MONUMENTED CADT LT0469 LT0469 STATION DESCRIPTION LT0469 LT0469'DESCRIBED BY CALTRANS 1977 LT0469'4.2 MI W FROM SHINGLETOWN. LT0469'4.2 MILES WEST ALONG STATE HIGHWAY 44 FROM THE POST OFFICE AND GENERAL LT0469'STORE AT SHINGLETOWN IN THE SOUTHEAST 1/4 OF SECTION 27, AT THE EAST LT0469'TANGENT TO A LONG CURVE,223 FEET EAST OF THE CENTER LINE OF A DRIVE- LT0469'WAY, 47.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY 17 FEET WEST LT0469'OF A TRIPLE 24 INCH OAK TREE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LT0378 *********************************************************************** LT0378 DESIGNATION - R 119 RESET 1958 LT0378 PID - LT0378 LT0378 STATE/COUNTY- CA/SHASTA LT0378 USGS QUAD - HATCHET MTN PASS (1995) LT0378 LT0378 *CURRENT SURVEY CONTROL LT0378 ___________________________________________________________________ LT0378* NAD 83(1986)- 40 51 07. (N) 121 45 35. (W) SCALED LT0378* NAVD 88 - 1331.61 (meters) 4368.8 (feet) RESET LT0378 ___________________________________________________________________ LT0378 GEOID HEIGHT- -24.68 (meters) GEOID99 LT0378 LT0378 VERT ORDER - THIRD LT0378 LT0378.The horizontal coordinates were scaled from a topographic map and have LT0378.an estimated accuracy of +/- 6 seconds. LT0378 LT0378.The orthometric height was computed from unverified reset data. LT0378 LT0378.The geoid height was determined by GEOID99. LT0378 LT0378; North East Units Estimated Accuracy LT0378;SPC CA 1 - 668,650. 2,020,260. MT (+/- 180 meters Scaled) LT0378 LT0378 SUPERSEDED SURVEY CONTROL LT0378 LT0378 NGVD 29 - 1330.62 (m) 4365.5 (f) RESET 3 LT0378 LT0378.Superseded values are not recommended for survey control. LT0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0378.See file dsdata.txt to determine how the superseded data were derived. LT0378 LT0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL045230(NAD 83) LT0378_MARKER: DD = SURVEY DISK LT0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LT0378_STAMPING: R 119 RESET 1958 LT0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LT0378+STABILITY: SURFACE MOTION LT0378 LT0378 HISTORY - Date Condition Report By LT0378 HISTORY - 1958 MONUMENTED CADH LT0378 LT0378 STATION DESCRIPTION LT0378 LT0378'DESCRIBED BY CA DIV OF HIGHWAYS 1958 LT0378'7.2 MI W FROM BURNEY. LT0378'7.2 MILES WEST ALONG U.S. HIGHWAY 299 FROM BURNEY, AT THE SUMMIT LT0378'OF HATCHET MOUNTAIN, 115 FEET SOUTH OF THE CENTERLINE OF NEW LT0378'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LT0467 *********************************************************************** LT0467 DESIGNATION - S 550 RESET 1977 LT0467 PID - LT0467 LT0467 STATE/COUNTY- CA/SHASTA LT0467 USGS QUAD - SHINGLETOWN (1985) LT0467 LT0467 *CURRENT SURVEY CONTROL LT0467 ___________________________________________________________________ LT0467* NAD 83(1986)- 40 29 57. (N) 121 58 20. (W) SCALED LT0467* NAVD 88 - 654.71 (meters) 2148.0 (feet) RESET LT0467 ___________________________________________________________________ LT0467 GEOID HEIGHT- -26.24 (meters) GEOID99 LT0467 LT0467 VERT ORDER - THIRD LT0467 LT0467.The horizontal coordinates were scaled from a topographic map and have LT0467.an estimated accuracy of +/- 6 seconds. LT0467 LT0467.The orthometric height was computed from unverified reset data. LT0467 LT0467.The geoid height was determined by GEOID99. LT0467 LT0467; North East Units Estimated Accuracy LT0467;SPC CA 1 - 629,450. 2,002,350. MT (+/- 180 meters Scaled) LT0467 LT0467 SUPERSEDED SURVEY CONTROL LT0467 LT0467 NGVD 29 - 653.86 (m) 2145.2 (f) RESET 3 LT0467 LT0467.Superseded values are not recommended for survey control. LT0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0467.See file dsdata.txt to determine how the superseded data were derived. LT0467 LT0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK870836(NAD 83) LT0467_MARKER: DB = BENCH MARK DISK LT0467_SETTING: 80 = SET IN A BOULDER LT0467_STAMPING: S 550 RESET 1977 LT0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LT0467+STABILITY: SURFACE MOTION LT0467 LT0467 HISTORY - Date Condition Report By LT0467 HISTORY - 1977 MONUMENTED CADT LT0467 HISTORY - 1982 GOOD USGS LT0467 LT0467 STATION DESCRIPTION LT0467 LT0467'DESCRIBED BY CALTRANS 1977 LT0467'5.5 MI W FROM SHINGLETOWN. LT0467'5.5 MILES WEST ALONG STATE HIGHWAY 44 FROM THE POST OFFICE AND GENERAL LT0467'STORE AT SHINGLETOWN IN THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF LT0467'SECTION 34, R I W, T 31 N, ON TOP OF A SMALL ROCKY CUT, IN THE TOP OF LT0467'A 3 BY 4 FOOT GRANITE BOULDER PROJECTING 1 FOOT ABOVE THE GROUND, 225 LT0467'PIPE CULVERTS OVER SHINGLE CREEK, 90 FEET SOUTHEAST METAL LT0467'LINE OF THE HIGHWAY, 2.8 FEET EAST OF A METAL WITNESS POST AND ABOUT LT0467'6 FEET ABOVE THE LEVEL OF THE HIGHWAY. LT0467 LT0467 STATION RECOVERY (1982) LT0467 LT0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 LT0467'5.5 MILES WEST ALONG SR 44 FROM THE POST OFFICE AND GENERAL STORE AT LT0467'SHINGLETOWN, IN THE SOUTHWEST CORNER OF THE NW QUARTER OF SEC. 34/ T LT0467'31 N/ R 1 W, IN THE TOP OF AN EMBEDDED BOULDER, 225 FEET SOUTHWEST OF LT0467'THE SOUTHWEST END OF FIVE 48-INCH CORRUGATED METAL PIPE CULVERTS OVER LT0467'SHINGLE CREEK, 90 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, LT0467'2.8 FEET EAST OF A METAL WITNESS POST, AND ABOUT 6 FEET HIGHER THAN LT0467'THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LT0381 *********************************************************************** LT0381 DESIGNATION - T 119 RESET 1958 LT0381 PID - LT0381 LT0381 STATE/COUNTY- CA/SHASTA LT0381 USGS QUAD - BURNEY (1995) LT0381 LT0381 *CURRENT SURVEY CONTROL LT0381 ___________________________________________________________________ LT0381* NAD 83(1986)- 40 52 38. (N) 121 43 47. (W) SCALED LT0381* NAVD 88 - 1007.78 (meters) 3306.4 (feet) RESET LT0381 ___________________________________________________________________ LT0381 GEOID HEIGHT- -24.65 (meters) GEOID99 LT0381 LT0381 VERT ORDER - THIRD LT0381 LT0381.The horizontal coordinates were scaled from a topographic map and have LT0381.an estimated accuracy of +/- 6 seconds. LT0381 LT0381.The orthometric height was computed from unverified reset data. LT0381 LT0381.The geoid height was determined by GEOID99. LT0381 LT0381; North East Units Estimated Accuracy LT0381;SPC CA 1 - 671,460. 2,022,780. MT (+/- 180 meters Scaled) LT0381 LT0381 SUPERSEDED SURVEY CONTROL LT0381 LT0381 NGVD 29 - 1006.84 (m) 3303.3 (f) RESET 3 LT0381 LT0381.Superseded values are not recommended for survey control. LT0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0381.See file dsdata.txt to determine how the superseded data were derived. LT0381 LT0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL070259(NAD 83) LT0381_MARKER: DD = SURVEY DISK LT0381_SETTING: 36 = MOUNTAIN LT0381_STAMPING: T 119 RESET 1958 LT0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LT0381 LT0381 HISTORY - Date Condition Report By LT0381 HISTORY - 1958 MONUMENTED CADH LT0381 LT0381 STATION DESCRIPTION LT0381 LT0381'DESCRIBED BY CA DIV OF HIGHWAYS 1958 LT0381'3.5 MI W FROM BURNEY. LT0381'3.5 MILES WEST ALONG U.S. HIGHWAY 299 FROM BURNEY, AT THE FOOT OF LT0381'HATCHET MOUNTAIN, 110 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU0100 *********************************************************************** LU0100 DESIGNATION - T 546 RESET 1973 LU0100 PID - LU0100 LU0100 STATE/COUNTY- CA/SHASTA LU0100 USGS QUAD - ENTERPRISE (1969) LU0100 LU0100 *CURRENT SURVEY CONTROL LU0100 ___________________________________________________________________ LU0100* NAD 83(1986)- 40 36 53. (N) 122 20 51. (W) SCALED LU0100* NAVD 88 - 183.05 (meters) 600.6 (feet) RESET LU0100 ___________________________________________________________________ LU0100 GEOID HEIGHT- -27.30 (meters) GEOID99 LU0100 LU0100 VERT ORDER - THIRD LU0100 LU0100.The horizontal coordinates were scaled from a topographic map and have LU0100.an estimated accuracy of +/- 6 seconds. LU0100 LU0100.The orthometric height was computed from unverified reset data. LU0100 LU0100.The geoid height was determined by GEOID99. LU0100 LU0100; North East Units Estimated Accuracy LU0100;SPC CA 1 - 642,340. 1,970,600. MT (+/- 180 meters Scaled) LU0100 LU0100 SUPERSEDED SURVEY CONTROL LU0100 LU0100 NGVD 29 - 182.25 (m) 597.9 (f) RESET 3 LU0100 LU0100.Superseded values are not recommended for survey control. LU0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU0100.See file dsdata.txt to determine how the superseded data were derived. LU0100 LU0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK551961(NAD 83) LU0100_MARKER: DD = SURVEY DISK LU0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LU0100_STAMPING: T 546 RESET 1973 LU0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU0100+STABILITY: SURFACE MOTION LU0100 LU0100 HISTORY - Date Condition Report By LU0100 HISTORY - 1973 MONUMENTED CADH LU0100 LU0100 STATION DESCRIPTION LU0100 LU0100'DESCRIBED BY CA DIV OF HIGHWAYS 1973 LU0100'3.2 MI NE FROM REDDING. LU0100'0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 299 FROM THE INTERCHANGE LU0100'OF INTERSTATE 5 AND U.S. HIGHWAY 299, ABOUT 2.3 MILES NORTHEAST OF LU0100'REDDING, IN THE CENTER OF THE WEST HALF OF SECTION 20, T 32 N, LU0100'R 4 W, 240 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BRIDGE 6-43R LU0100'OVER CHURN CREEK, 60 FEET SOUTH OF EDGE OF PAVEMENT OF RAMP, 116 LU0100'FEET NORTHEAST OF AN ANGLE POINT IN THE FENCE LINE AND 17 FEET LU0100'NORTH OF A FENCE, 2 FEET SOUTHEAST OF A METAL WITNESS POST AND LU0100'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE LU0100'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU2338 *********************************************************************** LU2338 DESIGNATION - T 550 RESET LU2338 PID - LU2338 LU2338 STATE/COUNTY- CA/SHASTA LU2338 USGS QUAD - CLOUGH GULCH (1985) LU2338 LU2338 *CURRENT SURVEY CONTROL LU2338 ___________________________________________________________________ LU2338* NAD 83(1986)- 40 30 22. (N) 122 00 09. (W) SCALED LU2338* NAVD 88 - 536.14 (meters) 1759.0 (feet) RESET LU2338 ___________________________________________________________________ LU2338 GEOID HEIGHT- -26.44 (meters) GEOID99 LU2338 LU2338 VERT ORDER - THIRD LU2338 LU2338.The horizontal coordinates were scaled from a topographic map and have LU2338.an estimated accuracy of +/- 6 seconds. LU2338 LU2338.The orthometric height was computed from unverified reset data. LU2338.No vertical observational check was made to the station. LU2338 LU2338.The geoid height was determined by GEOID99. LU2338 LU2338; North East Units Estimated Accuracy LU2338;SPC CA 1 - 630,220. 1,999,790. MT (+/- 180 meters Scaled) LU2338 LU2338 SUPERSEDED SURVEY CONTROL LU2338 LU2338 NGVD 29 - 535.31 (m) 1756.3 (f) RESET 3 LU2338 LU2338.Superseded values are not recommended for survey control. LU2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU2338.See file dsdata.txt to determine how the superseded data were derived. LU2338 LU2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK845844(NAD 83) LU2338_MARKER: DV = VERTICAL CONTROL DISK LU2338_SETTING: 66 = SET IN ROCK OUTCROP LU2338_STAMPING: T 550 RESET 1982 LU2338_MARK LOGO: NGS LU2338_MAGNETIC: N = NO MAGNETIC MATERIAL LU2338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD LU2338+STABILITY: POSITION/ELEVATION WELL LU2338 LU2338 HISTORY - Date Condition Report By LU2338 HISTORY - 1982 MONUMENTED CADT LU2338 LU2338 STATION DESCRIPTION LU2338 LU2338'DESCRIBED BY CALTRANS 1982 LU2338'7.0 MILES (11.3 KM) WESTERLY ALONG STATE HIGHWAY 44 FROM THE POST LU2338'OFFICE IN SHINGLETOWN, IN R1W T31N, IN THE NORTHWEST CORNER OF THE LU2338'NORTHEAST 1/4 OF SECTION 32, 180 FEET (54.9 M) EASTERLY OF THE CENTER LU2338'OF THE COUNTY ROAD TO INWOOD, 32 FEET (9.8 M) NORTHEAST OF THE LU2338'HIGHWAY CENTERLINE, 2 1/2 FEET SOUTHEAST OF A METAL WITNESS POST AND LU2338'ABOUT 2 FEET (0.6 M) LOWER THAN THE HIGHWAY, SET IN THE TOP OF A 3 BY LU2338'4 FEET (1.2 M) LAVA ROCK PROJECTING 0.5 FEET (15.2 CM) ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU0102 *********************************************************************** LU0102 DESIGNATION - U 546 RESET 1973 LU0102 PID - LU0102 LU0102 STATE/COUNTY- CA/SHASTA LU0102 USGS QUAD - ENTERPRISE (1969) LU0102 LU0102 *CURRENT SURVEY CONTROL LU0102 ___________________________________________________________________ LU0102* NAD 83(1986)- 40 37 01. (N) 122 20 08. (W) SCALED LU0102* NAVD 88 - 205.04 (meters) 672.7 (feet) RESET LU0102 ___________________________________________________________________ LU0102 GEOID HEIGHT- -27.29 (meters) GEOID99 LU0102 LU0102 VERT ORDER - THIRD LU0102 LU0102.The horizontal coordinates were scaled from a topographic map and have LU0102.an estimated accuracy of +/- 6 seconds. LU0102 LU0102.The orthometric height was computed from unverified reset data. LU0102 LU0102.The geoid height was determined by GEOID99. LU0102 LU0102; North East Units Estimated Accuracy LU0102;SPC CA 1 - 642,580. 1,971,610. MT (+/- 180 meters Scaled) LU0102 LU0102 SUPERSEDED SURVEY CONTROL LU0102 LU0102 NGVD 29 - 204.23 (m) 670.0 (f) RESET 3 LU0102 LU0102.Superseded values are not recommended for survey control. LU0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU0102.See file dsdata.txt to determine how the superseded data were derived. LU0102 LU0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK562964(NAD 83) LU0102_MARKER: DD = SURVEY DISK LU0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LU0102_STAMPING: U 546 RESET 1973 LU0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU0102+STABILITY: SURFACE MOTION LU0102 LU0102 HISTORY - Date Condition Report By LU0102 HISTORY - 1973 MONUMENTED CADH LU0102 LU0102 STATION DESCRIPTION LU0102 LU0102'DESCRIBED BY CA DIV OF HIGHWAYS 1973 LU0102'3.8 MI NE FROM REDDING. LU0102'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 299 FROM THE INTERCHANGE LU0102'OF INTERSTATE HIGHWAY 5, ABOUT 2.3 MILES NORTHEAST OF REDDING LU0102'NEAR THE CENTER OF THE NORTHEAST QUARTER OF SECTION 20, ABOUT LU0102'0.2 MILES SOUTH OF KVCV RADIO TRANSMITTING STATION AND TOWERS, LU0102'47 FEET SOUTH OF THE CENTER LINE SOUTH FRONTAGE ROAD, 41 FEET LU0102'NORTHEAST OF P.G. AND E. POWER POLE 3691, 2.1 FEET OF A METAL LU0102'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING LU0102'0.3 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU2339 *********************************************************************** LU2339 DESIGNATION - U 550 RESET LU2339 PID - LU2339 LU2339 STATE/COUNTY- CA/SHASTA LU2339 USGS QUAD - CLOUGH GULCH (1985) LU2339 LU2339 *CURRENT SURVEY CONTROL LU2339 ___________________________________________________________________ LU2339* NAD 83(1986)- 40 30 40. (N) 122 01 05. (W) SCALED LU2339* NAVD 88 - 494.93 (meters) 1623.8 (feet) RESET LU2339 ___________________________________________________________________ LU2339 GEOID HEIGHT- -26.54 (meters) GEOID99 LU2339 LU2339 VERT ORDER - THIRD LU2339 LU2339.The horizontal coordinates were scaled from a topographic map and have LU2339.an estimated accuracy of +/- 6 seconds. LU2339 LU2339.The orthometric height was computed from unverified reset data. LU2339.No vertical observational check was made to the station. LU2339 LU2339.The geoid height was determined by GEOID99. LU2339 LU2339; North East Units Estimated Accuracy LU2339;SPC CA 1 - 630,780. 1,998,470. MT (+/- 180 meters Scaled) LU2339 LU2339 SUPERSEDED SURVEY CONTROL LU2339 LU2339 NGVD 29 - 494.10 (m) 1621.1 (f) RESET 3 LU2339 LU2339.Superseded values are not recommended for survey control. LU2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU2339.See file dsdata.txt to determine how the superseded data were derived. LU2339 LU2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK831849(NAD 83) LU2339_MARKER: DV = VERTICAL CONTROL DISK LU2339_SETTING: 66 = SET IN ROCK OUTCROP LU2339_STAMPING: U 550 RESET 1982 LU2339_MARK LOGO: NGS LU2339_MAGNETIC: N = NO MAGNETIC MATERIAL LU2339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD LU2339+STABILITY: POSITION/ELEVATION WELL LU2339 LU2339 HISTORY - Date Condition Report By LU2339 HISTORY - 1982 MONUMENTED CADT LU2339 LU2339 STATION DESCRIPTION LU2339 LU2339'DESCRIBED BY CALTRANS 1982 LU2339'8.0 MILES (12.9 KM) WESTERLY ALONG STATE HIGHWAY 44 FROM THE POST LU2339'OFFICE IN SHINGLETOWN AND 0.25 MILE (0.40 KM) WEST OF THE JUNCTION AT LU2339'CAMINO REAL AND HIGHWAY 44, ABOUT 275 FEET (83.8 M) SOUTHEAST OF THE LU2339'NORTHEAST END OF A 24 INCH BY 18 INCH ARCH CULVERT UNDER THE HIGHWAY, LU2339'75 FEET (22.9 M) WEST OF THE CENTER OF A ROAD CONNECTION ON THE NORTH LU2339'SIDE OF THE HIGHWAY, 29 FEET (8.8 M) NORTHEAST OF THE CENTERLINE OF LU2339'THE HIGHWAY, 30 FEET (9.1 M) WESTERLY OF A SOUTH FENCE CORNER, 2 FEET LU2339'(0.6 M) SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT (0.3 M) HIGHER LU2339'THAN THE HIGHWAY, SET IN THE TOP OF A 1 BY 2 FEET (0.6 M) LAVA ROCK LU2339'FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU0078 *********************************************************************** LU0078 DESIGNATION - V 118 A=V 118 RESET LU0078 PID - LU0078 LU0078 STATE/COUNTY- CA/SHASTA LU0078 USGS QUAD - BELLA VISTA (1976) LU0078 LU0078 *CURRENT SURVEY CONTROL LU0078 ___________________________________________________________________ LU0078* NAD 83(1986)- 40 39 10. (N) 122 12 59. (W) SCALED LU0078* NAVD 88 - 178.49 (meters) 585.6 (feet) RESET LU0078 ___________________________________________________________________ LU0078 GEOID HEIGHT- -27.06 (meters) GEOID99 LU0078 LU0078 VERT ORDER - THIRD LU0078 LU0078.The horizontal coordinates were scaled from a topographic map and have LU0078.an estimated accuracy of +/- 6 seconds. LU0078 LU0078.The orthometric height was computed from unverified reset data. LU0078 LU0078.The geoid height was determined by GEOID99. LU0078 LU0078; North East Units Estimated Accuracy LU0078;SPC CA 1 - 646,530. 1,981,700. MT (+/- 180 meters Scaled) LU0078 LU0078 SUPERSEDED SURVEY CONTROL LU0078 LU0078.No superseded survey control is available for this station. LU0078 LU0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL662005(NAD 83) LU0078_MARKER: DD = SURVEY DISK LU0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LU0078_STAMPING: V 118 A 1934 LU0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU0078+STABILITY: SURFACE MOTION LU0078 LU0078 HISTORY - Date Condition Report By LU0078 HISTORY - 1934 MONUMENTED CADH LU0078 HISTORY - 1934 GOOD NGS LU0078 LU0078 STATION DESCRIPTION LU0078 LU0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 LU0078'10.1 MI SW FROM INGOT. LU0078'10.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 299 FROM THE PUBLIC LU0078'SCHOOL AT INGOT, SHASTA COUNTY, 0.1 MILE NORTH OF A RANCH LU0078'HOUSE, IN SECTION 4, T 32 N, R 3 W, AT STATION 566+25 (A LINE), LU0078'36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 18 FEET WEST LU0078'OF POLE 54/25. A STANDARD DISK, STAMPED V 118 A 1934 AND LU0078'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE LU0078'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU0105 *********************************************************************** LU0105 DESIGNATION - W 546 RESET 1973 LU0105 PID - LU0105 LU0105 STATE/COUNTY- CA/SHASTA LU0105 USGS QUAD - ENTERPRISE (1969) LU0105 LU0105 *CURRENT SURVEY CONTROL LU0105 ___________________________________________________________________ LU0105* NAD 83(1986)- 40 37 18. (N) 122 18 45. (W) SCALED LU0105* NAVD 88 - 179.71 (meters) 589.6 (feet) RESET LU0105 ___________________________________________________________________ LU0105 GEOID HEIGHT- -27.27 (meters) GEOID99 LU0105 LU0105 VERT ORDER - THIRD LU0105 LU0105.The horizontal coordinates were scaled from a topographic map and have LU0105.an estimated accuracy of +/- 6 seconds. LU0105 LU0105.The orthometric height was computed from unverified reset data. LU0105 LU0105.The geoid height was determined by GEOID99. LU0105 LU0105; North East Units Estimated Accuracy LU0105;SPC CA 1 - 643,100. 1,973,560. MT (+/- 180 meters Scaled) LU0105 LU0105 SUPERSEDED SURVEY CONTROL LU0105 LU0105 NGVD 29 - 178.91 (m) 587.0 (f) RESET 3 LU0105 LU0105.Superseded values are not recommended for survey control. LU0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU0105.See file dsdata.txt to determine how the superseded data were derived. LU0105 LU0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK581969(NAD 83) LU0105_MARKER: DD = SURVEY DISK LU0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LU0105_STAMPING: W 546 RESET 1973 LU0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU0105+STABILITY: SURFACE MOTION LU0105 LU0105 HISTORY - Date Condition Report By LU0105 HISTORY - 1973 MONUMENTED CADH LU0105 LU0105 STATION DESCRIPTION LU0105 LU0105'DESCRIBED BY CA DIV OF HIGHWAYS 1973 LU0105'4.2 MI SW FROM BELLA VISTA. LU0105'4.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 299 FROM THE POST OFFICE LU0105'AT BELLA VISTA, 5.5 MILES NORTHEAST OF REDDING, NEAR THE SOUTHWEST LU0105'CORNER OF SECTION 15, T 32 N, R 4 W, 0.4 MILE SOUTHWEST OF LU0105'BRIDGE 6-44 OVER STILLWATER CREEK, 63 FEET SOUTH OF THE CENTER LINE LU0105'OF THE EAST BOUND LANES, 4.5 FEET NORTH OF A FENCE, 1.2 FEET LU0105'NORTHWEST OF A METAL WITNESS POST AND SET IN THE TOP OF A LU0105'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU0873 *********************************************************************** LU0873 DESIGNATION - Y 379 RESET LU0873 PID - LU0873 LU0873 STATE/COUNTY- CA/SHASTA LU0873 USGS QUAD - FRENCH GULCH (1979) LU0873 LU0873 *CURRENT SURVEY CONTROL LU0873 ___________________________________________________________________ LU0873* NAD 83(1986)- 40 38 16. (N) 122 43 56. (W) SCALED LU0873* NAVD 88 - 980.78 (+/-2cm) 3217.8 (feet) VERTCON LU0873 ___________________________________________________________________ LU0873 GEOID HEIGHT- -26.75 (meters) GEOID99 LU0873 LU0873 VERT ORDER - THIRD (See Below) LU0873 LU0873.The horizontal coordinates were scaled from a topographic map and have LU0873.an estimated accuracy of +/- 6 seconds. LU0873 LU0873.The NAVD 88 height was computed by applying the VERTCON shift value to LU0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LU0873.The vertical order pertains to the superseded datum. LU0873 LU0873.The geoid height was determined by GEOID99. LU0873 LU0873; North East Units Estimated Accuracy LU0873;SPC CA 1 - 645,100. 1,938,070. MT (+/- 180 meters Scaled) LU0873 LU0873 SUPERSEDED SURVEY CONTROL LU0873 LU0873 NGVD 29 - 979.87 (m) 3214.8 (f) RESET 3 LU0873 LU0873.Superseded values are not recommended for survey control. LU0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU0873.See file dsdata.txt to determine how the superseded data were derived. LU0873 LU0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK226985(NAD 83) LU0873_MARKER: DD = SURVEY DISK LU0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LU0873_STAMPING: Y 379 RESET 1973 LU0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU0873+STABILITY: SURFACE MOTION LU0873 LU0873 HISTORY - Date Condition Report By LU0873 HISTORY - 1973 MONUMENTED CADT LU0873 HISTORY - 1988 MARK NOT FOUND NGS LU0873 LU0873 STATION DESCRIPTION LU0873 LU0873'DESCRIBED BY CALTRANS 1973 LU0873'4.1 MI E FROM BUCKHORN. LU0873'4.1 MILES EAST ALONG HIGHWAY 299 FROM THE CAFE AND GAS STATION AT LU0873'BUCKHORN, AT BUCKHORN SUMMIT, AT THE TRINITY-SHASTA COUNTY LINE, LU0873'102 FEET EAST ALONG THE HIGHWAY FROM THE COUNTY LINE SIGN, 141 LU0873'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 15 FEET NORTH OF LU0873'SHOULDER OF BULLY CHOOP ROAD, 2 FEET LOWER THAN THE HIGHWAY AND LU0873'2 FEET SOUTH OF A METAL WITNESS POST. A BRONZE DISK SET IN THE LU0873'TOP OF A 10-INCH CONC. POST LEVEL WITH THE GROUND. LU0873 LU0873 STATION RECOVERY (1988) LU0873 LU0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 LU0873'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0092 *********************************************************************** MX0092 DESIGNATION - Y 865 RESET MX0092 PID - MX0092 MX0092 STATE/COUNTY- CA/SHASTA MX0092 USGS QUAD - TOMBSTONE MTN (1986) MX0092 MX0092 *CURRENT SURVEY CONTROL MX0092 ___________________________________________________________________ MX0092* NAD 83(1986)- 41 07 14. (N) 122 19 31. (W) SCALED MX0092* NAVD 88 - 573.44 (meters) 1881.4 (feet) RESET MX0092 ___________________________________________________________________ MX0092 GEOID HEIGHT- -24.56 (meters) GEOID99 MX0092 MX0092 VERT ORDER - THIRD MX0092 MX0092.The horizontal coordinates were scaled from a topographic map and have MX0092.an estimated accuracy of +/- 6 seconds. MX0092 MX0092.The orthometric height was computed from unverified reset data. MX0092 MX0092.The geoid height was determined by GEOID99. MX0092 MX0092; North East Units Estimated Accuracy MX0092;SPC CA 1 - 698,500. 1,972,690. MT (+/- 180 meters Scaled) MX0092 MX0092 SUPERSEDED SURVEY CONTROL MX0092 MX0092 NGVD 29 - 572.50 (m) 1878.3 (f) RESET 3 MX0092 MX0092.Superseded values are not recommended for survey control. MX0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0092.See file dsdata.txt to determine how the superseded data were derived. MX0092 MX0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL566523(NAD 83) MX0092_MARKER: DB = BENCH MARK DISK MX0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MX0092_STAMPING: Y 865 RESET 1965 MX0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MX0092+STABILITY: SURFACE MOTION MX0092 MX0092 HISTORY - Date Condition Report By MX0092 HISTORY - 1965 MONUMENTED CGS MX0092 HISTORY - 1988 MARK NOT FOUND NGS MX0092 MX0092 STATION DESCRIPTION MX0092 MX0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 MX0092'1.3 MI SW FROM CASTELLA. MX0092'1.3 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD MX0092'FROM THE POST OFFICE AT CASTELLA, 39 FEET NORTH OF MILE POST MX0092'314, 37.6 FEET WEST FROM CENTERLINE OF TRACK, 10.0 FEET SOUTH MX0092'AND ON LINE WITH POLE LINE, ABOUT 4 FEET LOWER THAN THE TRACK MX0092'AND SET IN THE TOP OF AN 8 IN CONCRETE POST PROJECTING 1.0 FEET MX0092'ABOVE THE GROUND. MX0092 MX0092 STATION RECOVERY (1988) MX0092 MX0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MX0092'MARK NOT FOUND.