1 National Geodetic Survey, Retrieval Date = MARCH 1, 2004 LU2345 *********************************************************************** LU2345 DESIGNATION - ARP 2 LU2345 PID - LU2345 LU2345 STATE/COUNTY- CA/SHASTA LU2345 USGS QUAD - ENTERPRISE (1969) LU2345 LU2345 *CURRENT SURVEY CONTROL LU2345 ___________________________________________________________________ LU2345* NAD 83(1992)- 40 30 28.25456(N) 122 17 36.27290(W) ADJUSTED LU2345* NAVD 88 - 151.19 (+/-2cm) 496.0 (feet) VERTCON LU2345 ___________________________________________________________________ LU2345 EPOCH DATE - 1991.35 LU2345 LAPLACE CORR- 3.01 (seconds) DEFLEC99 LU2345 GEOID HEIGHT- -27.64 (meters) GEOID03 LU2345 LU2345 HORZ ORDER - SECOND LU2345 VERT ORDER - THIRD ? (See Below) LU2345 LU2345.This mark is at Redding Municipal Airport (RDD) LU2345 LU2345.The horizontal coordinates were established by GPS observations LU2345.and adjusted by the National Geodetic Survey in August 1994. LU2345.The horizontal coordinates are valid at the epoch date displayed above. LU2345.The epoch date for horizontal control is a decimal equivalence LU2345.of Year/Month/Day. LU2345 LU2345.The NAVD 88 height was computed by applying the VERTCON shift value to LU2345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LU2345.The vertical order pertains to the NGVD 29 superseded value. LU2345 LU2345.The Laplace correction was computed from DEFLEC99 derived deflections. LU2345 LU2345.The geoid height was determined by GEOID03. LU2345 LU2345; North East Units Scale Factor Converg. LU2345;SPC CA 1 - 630,456.683 1,975,133.526 MT 0.99991086 -0 11 30.7 LU2345;SPC CA 1 - 2,068,423.30 6,480,083.91 sFT 0.99991086 -0 11 30.7 LU2345;UTM 10 - 4,484,365.696 559,865.431 MT 0.99964411 +0 27 32.3 LU2345 LU2345! - Elev Factor x Scale Factor = Combined Factor LU2345!SPC CA 1 - 0.99998062 x 0.99991086 = 0.99989148 LU2345!UTM 10 - 0.99998062 x 0.99964411 = 0.99962474 LU2345 LU2345 SUPERSEDED SURVEY CONTROL LU2345 LU2345 NGVD 29 (08/11/94) 150.40 (m) 493.4 (f) LEVELING 3 LU2345 LU2345.Superseded values are not recommended for survey control. LU2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU2345.See file dsdata.txt to determine how the superseded data were derived. LU2345 LU2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK5986584366(NAD 83) LU2345_MARKER: DT = TOPOGRAPHIC STATION DISK LU2345_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND LU2345_STAMPING: ARP 2 1967 LU2345_MARK LOGO: CGS LU2345_MAGNETIC: O = OTHER; SEE DESCRIPTION LU2345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LU2345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR LU2345+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2004 LU2345 LU2345 HISTORY - Date Condition Report By LU2345 HISTORY - 1967 MONUMENTED CGS LU2345 HISTORY - 19900215 GOOD NGS LU2345 HISTORY - 19920424 GOOD LU2345 HISTORY - 20040211 GOOD CADT LU2345 LU2345 STATION DESCRIPTION LU2345 LU2345'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 LU2345'STATION IS LOCATED NEAR THE GEOMETRIC CENTER OF THE REDDING MUNICIPAL LU2345'AIRPORT SOUTHWEST OF RUNWAY END 30, EAST OF RUNWAY END 34 AND NORTH LU2345'OF A DITCH RUNNING SOUTH. LU2345'IT IS 327.1 FT (99.70 M) EAST OF THE SECOND RUNWAY LIGHT ON THE EAST LU2345'SIDE OF RUNWAY 34 AND SOUTH OF THE INTERSECTION OF RUNWAYS, 215.8 FT LU2345'(65.78 M) NORTH OF THE WEST END OF A CONCRETE CULVERT, 208.7 FT LU2345'(63.61 M) NORTHWEST OF AN ABANDONED RUNWAY LIGHT ON THE SOUTHWEST LU2345'SIDE OF RUNWAY 30, 72.0 FT (21.95 M) SOUTHWEST OF THE SOUTHWEST EDGE LU2345'OF RUNWAY 30. LU2345'A STANDARD TOPOGRAPHIC STATION DISK SET IN THE TOP OF A 10 IN CONCRETE LU2345'POST PROJECTING ABOUT 1-INCH ABOVE GROUND AND STAMPED - ARP 2 1967. LU2345 LU2345 STATION RECOVERY (1990) LU2345 LU2345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GFS) LU2345'THIS STATION IS LOCATED NEAR THE GEOMETRIC CENTER OF THE REDDING MUNI LU2345'AIRPORT, SOUTHWEST OF RUNWAY 30 AND EAST OF RUNWAY 34 AND NORTH OF A LU2345'DITCH RUNNING SOUTH. IT IS 327.1 FT (99.7 M) EAST OF THE 2ND RUNWAY LU2345'LIGHT ON THE EAST SIDE OF RUNWAY 34 AND SOUTH OF THE INTERSECTION OF LU2345'THE TWO RUNWAYS, 215.8 FT (65.8 M) NORTH OF THE WEST END OF A CONCRETE LU2345'CULVERT, 208.7 FT (63.6 M) NORTHWEST OF AN ABANDONED RUNWAY LIGHT ON LU2345'THE SOUTHWEST SIDE OF RUNWAY 30, 72.0 FT (21.9 M) SOUTHWEST OF THE LU2345'SOUTHWEST EDGE OF RUNWAY 30. A STANDARD TOPOGRAPHIC DISK SET IN THE LU2345'TOP OF A 10 INCH CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND LU2345'AND STAMPED ARP 2 1967. LU2345 LU2345 STATION RECOVERY (1992) LU2345 LU2345'RECOVERED 1992 LU2345'RECOVERED IN GOOD CONDITION. LU2345 LU2345 STATION RECOVERY (2004) LU2345 LU2345'RECOVERY NOTE BY CALTRANS 2004 (JRL) LU2345'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 1, 2004 LU0201 *********************************************************************** LU0201 DESIGNATION - P 742 LU0201 PID - LU0201 LU0201 STATE/COUNTY- CA/SHASTA LU0201 USGS QUAD - COTTONWOOD (1965) LU0201 LU0201 *CURRENT SURVEY CONTROL LU0201 ___________________________________________________________________ LU0201* NAD 83(1986)- 40 29 54. (N) 122 17 42. (W) SCALED LU0201* NAVD 88 - 149.34 (+/-2cm) 490.0 (feet) VERTCON LU0201 ___________________________________________________________________ LU0201 GEOID HEIGHT- -27.68 (meters) GEOID03 LU0201 LU0201 VERT ORDER - FIRST CLASS II (See Below) LU0201 LU0201.This mark is at Redding Municipal Airport (RDD) LU0201 LU0201.The horizontal coordinates were scaled from a topographic map and have LU0201.an estimated accuracy of +/- 6 seconds. LU0201 LU0201.The NAVD 88 height was computed by applying the VERTCON shift value to LU0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LU0201.The vertical order pertains to the NGVD 29 superseded value. LU0201 LU0201.The geoid height was determined by GEOID03. LU0201 LU0201; North East Units Estimated Accuracy LU0201;SPC CA 1 - 629,400. 1,975,000. MT (+/- 180 meters Scaled) LU0201 LU0201 SUPERSEDED SURVEY CONTROL LU0201 LU0201 NGVD 29 (??/??/92) 148.555 (m) 487.38 (f) ADJ UNCH 1 2 LU0201 LU0201.Superseded values are not recommended for survey control. LU0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU0201.See file dsdata.txt to determine how the superseded data were derived. LU0201 LU0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK597833(NAD 83) LU0201_MARKER: P = PIPE CAP LU0201_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND LU0201_STAMPING: P 742 LU0201_MARK LOGO: USE LU0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU0201+STABILITY: SURFACE MOTION LU0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LU0201+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1988 LU0201 LU0201 HISTORY - Date Condition Report By LU0201 HISTORY - UNK MONUMENTED DOD LU0201 HISTORY - 1947 GOOD NGS LU0201 HISTORY - 1960 GOOD NGS LU0201 HISTORY - 19880622 GOOD NGS LU0201 HISTORY - 20040211 POOR CADT LU0201 LU0201 STATION DESCRIPTION LU0201 LU0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947 LU0201'3.8 MI N FROM ANDERSON. LU0201'0.15 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD LU0201'FROM THE STATION AT ANDERSON, SHASTA COUNTY, THENCE 3.6 MILES LU0201'NORTH ALONG COUNTY ROAD 9 E (A PAVED COUNTY ROAD), AT THE SOUTH LU0201'END OF REDDING MUNICIPAL AIRPORT, 970 FEET SOUTH OF THE SOUTH LU0201'END OF NORTH-AND-SOUTH RUNWAY 1, IN LINE WITH THE PROLONGATION LU0201'TO THE SOUTH OF THE CENTERLINE OF THE RUNWAY, 186 FEET EAST OF THE LU0201'CENTER OF A RIGHT-ANGLE TURN TO THE SOUTH IN THE COUNTY ROAD LU0201'PARALLELING THE SOUTH BOUNDARY FENCE, IN LINE WITH THE PROLONGATION LU0201'TO THE EAST OF THE CENTERLINE OF THE ROAD, AND 0.2 FOOT NORTH OF LU0201'THE FENCE. A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP, LU0201'STAMPED P 742 AND FASTENED ON THE TOP OF A 3-INCH IRON PIPE SET LU0201'IN A 20-INCH CONCRETE BLOCK PROJECTING 0.8 FOOT ABOVE GROUND. LU0201 LU0201 STATION RECOVERY (1960) LU0201 LU0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 LU0201'RECOVERED IN GOOD CONDITION. LU0201 LU0201 STATION RECOVERY (1988) LU0201 LU0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 LU0201'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 5.0 KM LU0201'(3.10 MI) NORTHERLY ALONG NORTH STREET AND AIRPORT ROAD FROM THE LU0201'JUNCTION OF THE SOUTHERN PACIFIC RAILROAD IN ANDERSON, THENCE 0.8 KM LU0201'(0.50 MI) NORTH ALONG A TRACK ROAD. LU0201 LU0201 STATION RECOVERY (2004) LU0201 LU0201'RECOVERY NOTE BY CALTRANS 2004 (JRL) LU0201'MARK WAS STRUCK BY EQUIPMENT WORKING IN THE AREA AND IS NOW SLIGHTLY LU0201'BENT TO THE WEST. 1 National Geodetic Survey, Retrieval Date = MARCH 1, 2004 LU2346 *********************************************************************** LU2346 DESIGNATION - REDDING CBL 0 C LU2346 PID - LU2346 LU2346 STATE/COUNTY- CA/SHASTA LU2346 USGS QUAD - ENTERPRISE (1969) LU2346 LU2346 *CURRENT SURVEY CONTROL LU2346 ___________________________________________________________________ LU2346* NAD 83(1992)- 40 30 15.95324(N) 122 17 09.22334(W) ADJUSTED LU2346* NAVD 88 - 150.3 (meters) 493. (feet) VERTCON LU2346 ___________________________________________________________________ LU2346 EPOCH DATE - 1991.35 LU2346 LAPLACE CORR- 3.30 (seconds) DEFLEC99 LU2346 GEOID HEIGHT- -27.64 (meters) GEOID03 LU2346 LU2346 HORZ ORDER - SECOND LU2346 LU2346.This mark is at Redding Municipal Airport (RDD) LU2346 LU2346.The horizontal coordinates were established by GPS observations LU2346.and adjusted by the National Geodetic Survey in August 1994. LU2346.The horizontal coordinates are valid at the epoch date displayed above. LU2346.The epoch date for horizontal control is a decimal equivalence LU2346.of Year/Month/Day. LU2346 LU2346.The NAVD 88 height was computed by applying the VERTCON shift value to LU2346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LU2346 LU2346.The Laplace correction was computed from DEFLEC99 derived deflections. LU2346 LU2346.The geoid height was determined by GEOID03. LU2346 LU2346; North East Units Scale Factor Converg. LU2346;SPC CA 1 - 630,075.172 1,975,769.078 MT 0.99991120 -0 11 13.0 LU2346;SPC CA 1 - 2,067,171.63 6,482,169.05 sFT 0.99991120 -0 11 13.0 LU2346;UTM 10 - 4,483,991.528 560,505.106 MT 0.99964506 +0 27 49.8 LU2346 LU2346! - Elev Factor x Scale Factor = Combined Factor LU2346!SPC CA 1 - 0.99998076 x 0.99991120 = 0.99989196 LU2346!UTM 10 - 0.99998076 x 0.99964506 = 0.99962582 LU2346 LU2346 SUPERSEDED SURVEY CONTROL LU2346 LU2346 NGVD 29 (08/11/94) 149.5 (m) 490. (f) GPS OBS LU2346 LU2346.Superseded values are not recommended for survey control. LU2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU2346.See file dsdata.txt to determine how the superseded data were derived. LU2346 LU2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK6050583992(NAD 83) LU2346_MARKER: DD = SURVEY DISK LU2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LU2346_MARK LOGO: CA-089 LU2346_MAGNETIC: O = OTHER; SEE DESCRIPTION LU2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU2346+STABILITY: SURFACE MOTION LU2346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LU2346+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2004 LU2346 LU2346 HISTORY - Date Condition Report By LU2346 HISTORY - 1989 MONUMENTED CA-089 LU2346 HISTORY - 1992 GOOD NOS LU2346 HISTORY - 20040211 GOOD CADT LU2346 LU2346 STATION DESCRIPTION LU2346 LU2346'DESCRIBED BY SHASTA COUNTY CALIFORNIA 1989 (LPB) LU2346'THE BASE LINE IS LOCATED AT THE REDDING MUNICIPAL AIRPORT IN THE LU2346'SOUTHEAST SECTION OF REDDING. LU2346' LU2346'THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH STATION C ON THE LU2346'SOUTHEAST END. IT CONSISTS OF THE C, C1, D, AND E STATIONS. THE BASE LU2346'LINE RUNS PARALLEL WITH AND JUST OFF THE SOUTHWESTERLY EDGE OF A ROAD, LU2346'WITHIN THE AIRPORT PROPERTY, USED AS THE REDDING DRAG STRIP. LU2346' LU2346'TO REACH STATION E FROM THE INTERSECTION OF STATE HIGHWAY 44 AND THE LU2346'NORTHBOUND OVERPASS OF U.S. INTERSTATE 5, GO EAST ON STATE HIGHWAY 44 LU2346'1.75 KM (1.1 MI) TO THE VICTOR AVENUE OVERPASS. CONTINUE EAST ON STATE LU2346'HIGHWAY 44 3.6 KM (2.2 MI) TO THE AIRPORT ROAD EXIT. TAKE THE AIRPORT LU2346'ROAD EXIT, AND TURN RIGHT OFF THE EXIT RAMP ONTO AIRPORT ROAD. GO LU2346'SOUTH ON AIRPORT ROAD 0.7 KM (0.4 MI) TO THE INTERSECTION OF ARGYLE LU2346'ROAD ON THE RIGHT. CONTINUE SOUTH ON AIRPORT ROAD 2.1 KM (1.3 MI) TO LU2346'THE INTERSECTION OF RANCHO ROAD. TURN LEFT ONTO RANCHO ROAD AND GO LU2346'EAST 0.6 KM (0.4 MI) TO THE INTERSECTION OF OLD OREGON TRAIL. TURN LU2346'RIGHT ONTO OLD OREGON TRAIL AND GO SOUTH 0.8 KM (0.5 MI) TO A DIRT LU2346'ROAD ON THE LEFT. TURN LEFT ONTO THE DIRT ROAD AND GO EAST 0.4 KM LU2346'(0.25 MI) TO A DIRT ROAD ON THE RIGHT. TURN RIGHT ONTO THE DIRT ROAD LU2346'AND GO SOUTH 0.8 KM (0.5 MI) TO A DIRT ROAD ON THE RIGHT. TURN RIGHT LU2346'ONTO THE DIRT ROAD AND GO WEST 0.05 KM (0.03 MI) TO A LOCKED GATE ON LU2346'THE LEFT. TURN LEFT AND PROCEED SOUTH THROUGH THE GATE ON A DIRT ROAD LU2346'0.5 KM (0.3 MI) TO THE BEGINNING OF PAVEMENT. MAKING A SLIGHT LEFT LU2346'TURN ONTO THE PAVEMENT (THE REDDING DRAG STRIP), GO SOUTHEASTERLY 0.1 LU2346'KM (0.06 MI) TO STATION E ON THE RIGHT. TO REACH STATION D, C1 AND C, LU2346'CONTINUE SOUTHEASTERLY ON THE PAVEMENT PASS THE DRAG STRIP ANNOUNCERS LU2346'BOX ON THE RIGHT 0.87 KM (0.54 MI), 1.08 KM (0.67 MI), AND 1.23 KM LU2346'(0.77 MI) RESPECTIVELY FROM THE STATION E. LU2346' LU2346'STATION C IS A 5 CM (2 IN) BRASS SHASTA COUNTY SURVEYOR DISK SET IN LU2346'THE TOP OF A CONCRETE POST RECESSED 18 CM (7 IN) BELOW THE SURFACE OF LU2346'THE GROUND. THE ONLY STAMPING ON THE DISK IS A PUNCH MARK SURROUNDED LU2346'BY FOUR LINES RADIATING OUTWARD AT 90 DEGREE INTERVALS. IT IS 1.3 M LU2346'(4.3 FT) NORTHEAST OF A WITNESS POST AND 0.6 M (2.0 FT) SOUTHWEST OF LU2346'THE EDGE OF THE PAVEMENT. LU2346' LU2346'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. LU2346'ELEVATIONS ARE FOR CBL USE ONLY. NO DESIGNATIONS ARE STAMPED ON THE LU2346'C, D AND E POINTS. THE LETTER DESIGNATIONS FOR STATIONS C, D,AND E LU2346'ARE PAINTED ON THE WITNESS POSTS AND THE PAVEMENT NEAR THE POINTS. LU2346'THE KEY TO THE LOCKED GATE AND PERMISSION TO ENTER THE AIRPORT LU2346'PROPERTY MAY BE AQUIRED FROM MR. DOYLE RUFF, DIRECTOR OF AIRPORTS, LU2346'6751 AIRPORT ROAD, REDDING, CA 96002. TELEPHONE (916) 224-4321. LU2346' LU2346'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE LU2346'BUREAU OF LAND MANAGEMENT. FOR MORE INFORMATION CONTACT THE BLM LU2346'BRANCH OF CADASTRAL SURVEYS, 2800 COTTAGE WAY, SACRAMENTO, CA 95825. LU2346'TELEPHONE (916) 978-4775. OR CONTACT MR. RON MCCORMICK AT THE BLMS LU2346'SHASTA LAKE FIELD STATION, 14225 HOLIDAY ROAD, REDDING, CA 96003. LU2346'TELEPHONE (916) 275-1587. LU2346 LU2346 STATION RECOVERY (1992) LU2346 LU2346'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 LU2346'FROM THE TERMINAL BUILDING AT THE REDDING MUNICIPAL AIRPORT PROCEED LU2346'SOUTHEAST TO RUNWAY END 30. THENCE PROCEED EAST THEN NORTHWEST ONTO A LU2346'CLOSED TAXIWAY (NOW USED AS A DRAG STRIP) TO THE STAION ON THE LEFT LU2346'(WEST) BETWEEN THE FOURTH AND FIFTH CUL-DE-SAC NORTH OF RUNWAY END LU2346'30. LU2346'STATION IS 460 FT (140.21 M) SOUTH OF THE CENTERLINE INTERSECTION OF LU2346'THE CLOSED TAXIWAY AND THE FIFTH CUL-DE-SAC AS COUNTED ABOVE, 166 FT LU2346'(50.60 M) NORTHWEST OF THE INTERSECTION OF THE FOURTH CUL-DE-SAC AND LU2346'THE CLOSED TAXIWAY AND 26.9 FT (8.20 M) SOUTHWEST OF THE EDGE OF THE LU2346'CLOSED TAXIWAY. A FIBERGLASS WITNESS POST IS ADJACENT. LU2346'STATION IS A STAINLESS STEEL DISK MARKED WITH AN OFF-CENTER PUNCH MARK LU2346'AND CROSS RECESSED ABOUT 0.2 FT (0.06 M) WITHIN A LOGO CAP LABELED - LU2346'CITY MONUMENT -. DISK IS NOT STAMPED. LU2346 LU2346 STATION RECOVERY (2004) LU2346 LU2346'RECOVERY NOTE BY CALTRANS 2004 (JRL) LU2346'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 1, 2004 LU0550 *********************************************************************** LU0550 DESIGNATION - Z 185 LU0550 PID - LU0550 LU0550 STATE/COUNTY- CA/SHASTA LU0550 USGS QUAD - RAGLIN RIDGE (1976) LU0550 LU0550 *CURRENT SURVEY CONTROL LU0550 ___________________________________________________________________ LU0550* NAD 83(1986)- 40 17 56. (N) 122 40 25. (W) SCALED LU0550* NAVD 88 - 268.83 (+/-2cm) 882.0 (feet) VERTCON LU0550 ___________________________________________________________________ LU0550 GEOID HEIGHT- -28.38 (meters) GEOID03 LU0550 LU0550 VERT ORDER - SECOND CLASS 0 (See Below) LU0550 LU0550.The horizontal coordinates were scaled from a topographic map and have LU0550.an estimated accuracy of +/- 6 seconds. LU0550 LU0550.The NAVD 88 height was computed by applying the VERTCON shift value to LU0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LU0550.The vertical order pertains to the NGVD 29 superseded value. LU0550 LU0550.The geoid height was determined by GEOID03. LU0550 LU0550; North East Units Estimated Accuracy LU0550;SPC CA 1 - 607,430. 1,942,730. MT (+/- 180 meters Scaled) LU0550 LU0550 SUPERSEDED SURVEY CONTROL LU0550 LU0550 NGVD 29 (??/??/92) 268.006 (m) 879.28 (f) ADJ UNCH 2 0 LU0550 LU0550.Superseded values are not recommended for survey control. LU0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU0550.See file dsdata.txt to determine how the superseded data were derived. LU0550 LU0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK277609(NAD 83) LU0550_MARKER: DB = BENCH MARK DISK LU0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LU0550_STAMPING: Z 185 1934 LU0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU0550+STABILITY: SURFACE MOTION LU0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR LU0550+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2003 LU0550 LU0550 HISTORY - Date Condition Report By LU0550 HISTORY - 1934 MONUMENTED CGS LU0550 HISTORY - 1948 GOOD NGS LU0550 HISTORY - 1973 GOOD NGS LU0550 HISTORY - 20031203 GOOD CADT LU0550 LU0550 STATION DESCRIPTION LU0550 LU0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 LU0550'11.6 MI W FROM BAKER FIRE CAMP. LU0550'11.6 MILE WEST ALONG STATE HIGHWAY 36 FROM THE BAKER FIRE CAMP LU0550'OF THE CALIFORNIA DIVISION OF FORESTRY, 66 FEET WEST OF THE NORTH LU0550'END OF A 40-INCH METAL PIPE CULVERT, 39 FEET NORTH OF THE CENTER LU0550'LINE OF THE HIGHWAY, 21 FEET SOUTH OF A FENCE, ABOUT 1 FOOT LU0550'LOWER THAN THE HIGHWAY, 1.5 FEET EAST OF A WITNESS POST, AND SET LU0550'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE LU0550'GROUND. LU0550 LU0550 STATION RECOVERY (1973) LU0550 LU0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 LU0550'RECOVERED IN GOOD CONDITION. LU0550 LU0550 STATION RECOVERY (2003) LU0550 LU0550'RECOVERY NOTE BY CALTRANS 2003 (JRL) LU0550'RECOVERED IN GOOD CONDITION.