1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 DH6086 *********************************************************************** DH6086 DESIGNATION - 36 TEH 67.30 DH6086 PID - DH6086 DH6086 STATE/COUNTY- CA/TEHAMA DH6086 USGS QUAD - FINLEY BUTTE (1995) DH6086 DH6086 *CURRENT SURVEY CONTROL DH6086 ___________________________________________________________________ DH6086* NAD 83(1998)- 40 20 48.61625(N) 121 51 43.78361(W) ADJUSTED DH6086* NAVD 88 - DH6086 ___________________________________________________________________ DH6086 EPOCH DATE - 2004.69 DH6086 X - -2,569,898.844 (meters) COMP DH6086 Y - -4,134,799.200 (meters) COMP DH6086 Z - 4,107,835.763 (meters) COMP DH6086 LAPLACE CORR- 16.42 (seconds) DEFLEC99 DH6086 ELLIP HEIGHT- 653.78 (meters) (09/13/05) GPS OBS DH6086 GEOID HEIGHT- -25.76 (meters) GEOID03 DH6086 DH6086 HORZ ORDER - A DH6086 ELLP ORDER - FOURTH CLASS I DH6086 DH6086.The horizontal coordinates were established by GPS observations DH6086.and adjusted by the National Geodetic Survey in September 2005. DH6086.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6086.DATUM ITEM on the data sheet items page. DH6086.The horizontal coordinates are valid at the epoch date displayed above. DH6086.The epoch date for horizontal control is a decimal equivalence DH6086.of Year/Month/Day. DH6086 DH6086 DH6086.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6086 DH6086.The Laplace correction was computed from DEFLEC99 derived deflections. DH6086 DH6086.The ellipsoidal height was determined by GPS observations DH6086.and is referenced to NAD 83. DH6086 DH6086.The geoid height was determined by GEOID03. DH6086 DH6086; North East Units Scale Factor Converg. DH6086;SPC CA 1 - 612,546.607 2,011,709.924 MT 0.99993072 +0 05 24.5 DH6086;SPC CA 1 - 2,009,663.33 6,600,084.98 sFT 0.99993072 +0 05 24.5 DH6086;UTM 10 - 4,466,875.235 596,633.355 MT 0.99971495 +0 44 12.1 DH6086 DH6086! - Elev Factor x Scale Factor = Combined Factor DH6086!SPC CA 1 - 0.99989745 x 0.99993072 = 0.99982818 DH6086!UTM 10 - 0.99989745 x 0.99971495 = 0.99961243 DH6086 DH6086 SUPERSEDED SURVEY CONTROL DH6086 DH6086.No superseded survey control is available for this station. DH6086 DH6086_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK9663366875(NAD 83) DH6086_MARKER: DD = SURVEY DISK DH6086_SETTING: 66 = SET IN ROCK OUTCROP DH6086_STAMPING: 36 TEH 67.30 DH6086_MARK LOGO: CADT DH6086_MAGNETIC: N = NO MAGNETIC MATERIAL DH6086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DH6086+STABILITY: POSITION/ELEVATION WELL DH6086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6086+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2004 DH6086 DH6086 HISTORY - Date Condition Report By DH6086 HISTORY - 20040122 MONUMENTED CADT DH6086 DH6086 STATION DESCRIPTION DH6086 DH6086'DESCRIBED BY CALTRANS 2004 (JRL) DH6086'THE STATION IS LOCATED ADJACENT TO HIGHWAY 36 IN TEHAMA COUNTY AT DH6086'POSTMILE 67.30 NORTH OF THE INTERSECTION OF HIGHWAY 36 AND LATKA DH6086'ROAD ABOUT 5 KM NORTHEAST OF PAYNES CREEK, 10 KM SOUTH OF MANTON, AND DH6086'22 KM WEST OF MINERAL. TO REACH THE STATION FROM THE INTERSECTION DH6086'OF MANTON ROAD AND HIGHWAY 36 IN DALES STATION, GO EAST ON HIGHWAY 36 DH6086'7.96 KM TO TROUT FARM ROAD ON THE RIGHT. CONTINUE EASTERLY ON DH6086'HIGHWAY 36 6.76 KM TO LANES VALLEY ROAD ON THE LEFT. CONTINUE DH6086'EASTERLY ON HIGHWAY 36 4.62 KM TO THE STATION ON THE LEFT. THE DH6086'STATION IS A SURVEY DISK EPOXIED TO A ROCK OUTCROP 12.3 M NORTH OF THE DH6086'YELLOW STRIPE OF HIGHWAY 36, 2.4 M EAST OF A WHITE CARSONITE GUARD DH6086'POST WITH AMBER REFLECTOR, 5.5 M SOUTH OF AN ORANGE CARSONITE WITNESS DH6086'POST, 10.4 M SOUTH OF A WIRE MESH RIGHT OF WAY FENCE, 18 M SOUTHWEST DH6086'OF THE SOUTWEST CORNER OF A STUCCO GATE PILASTER, 21 M WEST OF THE DH6086'CENTER OF A PRIVATE DRIVEWAY, AND 43 MNORTHWEST OF A POWER POLE IN THE DH6086'SOUTHEAST QUADRANT OF THE INTERSECTION OF HIGHWAY 36 AND LATKA LANE. DH6086'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6086'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 DH6090 *********************************************************************** DH6090 DESIGNATION - BARHAM DH6090 PID - DH6090 DH6090 STATE/COUNTY- CA/TEHAMA DH6090 USGS QUAD - CORNING (1969) DH6090 DH6090 *CURRENT SURVEY CONTROL DH6090 ___________________________________________________________________ DH6090* NAD 83(1998)- 39 57 25.74374(N) 122 12 10.79851(W) ADJUSTED DH6090* NAVD 88 - DH6090 ___________________________________________________________________ DH6090 EPOCH DATE - 2004.69 DH6090 X - -2,609,078.770 (meters) COMP DH6090 Y - -4,142,665.784 (meters) COMP DH6090 Z - 4,074,379.392 (meters) COMP DH6090 LAPLACE CORR- 7.27 (seconds) DEFLEC99 DH6090 ELLIP HEIGHT- 61.62 (meters) (09/13/05) GPS OBS DH6090 GEOID HEIGHT- -28.46 (meters) GEOID03 DH6090 DH6090 HORZ ORDER - A DH6090 ELLP ORDER - FOURTH CLASS I DH6090 DH6090.The horizontal coordinates were established by GPS observations DH6090.and adjusted by the National Geodetic Survey in September 2005. DH6090.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6090.DATUM ITEM on the data sheet items page. DH6090.The horizontal coordinates are valid at the epoch date displayed above. DH6090.The epoch date for horizontal control is a decimal equivalence DH6090.of Year/Month/Day. DH6090 DH6090 DH6090.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6090 DH6090.The Laplace correction was computed from DEFLEC99 derived deflections. DH6090 DH6090.The ellipsoidal height was determined by GPS observations DH6090.and is referenced to NAD 83. DH6090 DH6090.The geoid height was determined by GEOID03. DH6090 DH6090; North East Units Scale Factor Converg. DH6090;SPC CA 1 - 569,289.043 1,982,654.076 MT 1.00001107 -0 07 57.9 DH6090;SPC CA 1 - 1,867,742.47 6,504,757.58 sFT 1.00001107 -0 07 57.9 DH6090;UTM 10 - 4,423,305.500 568,074.610 MT 0.99965705 +0 30 42.7 DH6090 DH6090! - Elev Factor x Scale Factor = Combined Factor DH6090!SPC CA 1 - 0.99999033 x 1.00001107 = 1.00000140 DH6090!UTM 10 - 0.99999033 x 0.99965705 = 0.99964739 DH6090 DH6090 SUPERSEDED SURVEY CONTROL DH6090 DH6090.No superseded survey control is available for this station. DH6090 DH6090_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK6807523305(NAD 83) DH6090_MARKER: DD = SURVEY DISK DH6090_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6090+WITH SETTING: INFORMATION. DH6090_STAMPING: BARHAM DH6090_MARK LOGO: CSRC DH6090_PROJECTION: FLUSH DH6090_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DH6090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6090+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2004 DH6090_ROD/PIPE-DEPTH: 2.4 meters DH6090 DH6090 HISTORY - Date Condition Report By DH6090 HISTORY - 20040729 MONUMENTED CADT DH6090 DH6090 STATION DESCRIPTION DH6090 DH6090'DESCRIBED BY CALTRANS 2004 (JRL) DH6090'THE STATION IS ABOUT 3 KM SOUTHWEST OF RICHFIELD, 4 KM NORTHWEST OF DH6090'CORNING, AND 13 KM WEST-NORTHWEST OF VINA. TO REACH THE STATION DH6090'FROM THE INTERSECTION OF INTERSTATE 5 AND FINNELL AVE NORTH OF DH6090'CORNING, GO WEST ON FINNELL AVENUE 200 M TO THE STATION ON THE RIGHT. DH6090'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER DH6090'SET IN CONCRETE FLUSH WITH THE GROUND 0.7 M SOUTH OF AN ORANGE DH6090'CARSONITE WITNESS POST, 0.7 M EAST OF A WHITE CARSONITE POST WITH DH6090'AMBER REFLECTOR, 0.9 M SOUTH SOUTHEAST OF AN ANGLE POINT IN THE NORTH DH6090'RIGHT OF WAY FENCE, 3.5 M NORTHEAST OF AN ANGLE POINT IN THE NORTH DH6090'RIGHT OF WAY FENCE, 8.3 M EAST OF THE CENTER OF BARHAM AVENUE DH6090'EXTENDED, AND 11.2 M NORTH OF THE YELLOW STRIPE OF FINNELL AVENUE. DH6090'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6090'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 DH6091 *********************************************************************** DH6091 DESIGNATION - BOWMAN DH6091 PID - DH6091 DH6091 STATE/COUNTY- CA/TEHAMA DH6091 USGS QUAD - HOOKER (1965) DH6091 DH6091 *CURRENT SURVEY CONTROL DH6091 ___________________________________________________________________ DH6091* NAD 83(1998)- 40 22 08.87125(N) 122 16 55.59034(W) ADJUSTED DH6091* NAVD 88 - DH6091 ___________________________________________________________________ DH6091 EPOCH DATE - 2004.69 DH6091 X - -2,599,052.822 (meters) COMP DH6091 Y - -4,114,138.827 (meters) COMP DH6091 Z - 4,109,362.115 (meters) COMP DH6091 LAPLACE CORR- 6.38 (seconds) DEFLEC99 DH6091 ELLIP HEIGHT- 97.71 (meters) (09/13/05) GPS OBS DH6091 GEOID HEIGHT- -28.15 (meters) GEOID03 DH6091 DH6091 HORZ ORDER - A DH6091 ELLP ORDER - FOURTH CLASS I DH6091 DH6091.The horizontal coordinates were established by GPS observations DH6091.and adjusted by the National Geodetic Survey in September 2005. DH6091.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6091.DATUM ITEM on the data sheet items page. DH6091.The horizontal coordinates are valid at the epoch date displayed above. DH6091.The epoch date for horizontal control is a decimal equivalence DH6091.of Year/Month/Day. DH6091 DH6091 DH6091.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6091 DH6091.The Laplace correction was computed from DEFLEC99 derived deflections. DH6091 DH6091.The ellipsoidal height was determined by GPS observations DH6091.and is referenced to NAD 83. DH6091 DH6091.The geoid height was determined by GEOID03. DH6091 DH6091; North East Units Scale Factor Converg. DH6091;SPC CA 1 - 615,051.243 1,976,041.671 MT 0.99992750 -0 11 04.1 DH6091;SPC CA 1 - 2,017,880.62 6,483,063.38 sFT 0.99992750 -0 11 04.1 DH6091;UTM 10 - 4,468,975.768 560,948.028 MT 0.99964572 +0 27 54.0 DH6091 DH6091! - Elev Factor x Scale Factor = Combined Factor DH6091!SPC CA 1 - 0.99998467 x 0.99992750 = 0.99991217 DH6091!UTM 10 - 0.99998467 x 0.99964572 = 0.99963040 DH6091 DH6091 SUPERSEDED SURVEY CONTROL DH6091 DH6091.No superseded survey control is available for this station. DH6091 DH6091_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK6094868976(NAD 83) DH6091_MARKER: DD = SURVEY DISK DH6091_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6091_STAMPING: BOWMAN 2004 DH6091_MARK LOGO: CSRC DH6091_PROJECTION: FLUSH DH6091_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6091+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2004 DH6091_ROD/PIPE-DEPTH: 9.9 meters DH6091 DH6091 HISTORY - Date Condition Report By DH6091 HISTORY - 20040729 MONUMENTED CADT DH6091 DH6091 STATION DESCRIPTION DH6091 DH6091'DESCRIBED BY CALTRANS 2004 (JRL) DH6091'THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF THE INTERSECTION DH6091'OF LAKE CALIFORNIA DRIVE AND MAIN STREET ABOUT 2 KM SOUTH OF DH6091'COTTONWOOD, 19 KM NORTHWEST OF DALES STATION, AND 22 KM DH6091'NORTH-NORTHWEST OF RED BLUFF. TO REACH THE STATION FROM ABOVE THE DH6091'CENTER OF INTERSTATE HIGHWAY 5 ON THE BOWMAN ROAD OVERCROSSING GO EAST DH6091'ON BOWMAN ROAD 300 M TO A THREE WAY STOP SIGN AND LAKE CALIFORNIA DH6091'DRIVE ON THE RIGHT. TURN RIGHT AND GO 40 M TO THE STATION ON THE DH6091'LEFT. THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS DH6091'COVER SET IN CONCRETE FLUSH WITH THE GROUND 0.9 M SOUTH OF AN ORANGE DH6091'CARSONITE WITNESS POST, 0.8 M EAST OF A WHITE CARSONITE POST WITH DH6091'AMBER REFLECTOR, 3.1 M SOUTH OF A WHITE BOARD FENCE, 7.3 M NORTHEAST DH6091'OF THE NORTHERLY END OF A 305 MM CULVERT, 15.1 M NORTH OF THE YELLOW DH6091'STRIPE OF LAKE CALIFORNIA DRIVE, AND 18.3 M EAST NORTHEAST OF AN DH6091'ANCHOR POLE. DH6091' DH6091'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6091'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 LU2291 *********************************************************************** LU2291 DESIGNATION - HPGN CA 02 22 LU2291 PID - LU2291 LU2291 STATE/COUNTY- CA/TEHAMA LU2291 USGS QUAD - RED BLUFF EAST (1976) LU2291 LU2291 *CURRENT SURVEY CONTROL LU2291 ___________________________________________________________________ LU2291* NAD 83(1998)- 40 09 35.65424(N) 122 13 26.31262(W) ADJUSTED LU2291* NAVD 88 - 95.6 (meters) 314. (feet) GPS OBS LU2291 ___________________________________________________________________ LU2291 EPOCH DATE - 2004.69 LU2291 X - -2,602,871.542 (meters) COMP LU2291 Y - -4,129,456.672 (meters) COMP LU2291 Z - 4,091,613.942 (meters) COMP LU2291 LAPLACE CORR- 7.96 (seconds) DEFLEC99 LU2291 ELLIP HEIGHT- 66.83 (meters) (09/13/05) GPS OBS LU2291 GEOID HEIGHT- -28.40 (meters) GEOID03 LU2291 LU2291 HORZ ORDER - A LU2291 ELLP ORDER - FOURTH CLASS I LU2291 LU2291.The horizontal coordinates were established by GPS observations LU2291.and adjusted by the National Geodetic Survey in September 2005. LU2291.This is a SPECIAL STATUS position. See SPECIAL STATUS under the LU2291.DATUM ITEM on the data sheet items page. LU2291.The horizontal coordinates are valid at the epoch date displayed above. LU2291.The epoch date for horizontal control is a decimal equivalence LU2291.of Year/Month/Day. LU2291 LU2291.The orthometric height was determined by GPS observations and a LU2291.high-resolution geoid model. LU2291 LU2291.The X, Y, and Z were computed from the position and the ellipsoidal ht. LU2291 LU2291.The Laplace correction was computed from DEFLEC99 derived deflections. LU2291 LU2291.The ellipsoidal height was determined by GPS observations LU2291.and is referenced to NAD 83. LU2291 LU2291.The geoid height was determined by GEOID03. LU2291 LU2291; North East Units Scale Factor Converg. LU2291;SPC CA 1 - 591,805.851 1,980,919.253 MT 0.99996357 -0 08 47.2 LU2291;SPC CA 1 - 1,941,616.36 6,499,065.92 sFT 0.99996357 -0 08 47.2 LU2291;UTM 10 - 4,445,793.881 566,086.771 MT 0.99965376 +0 30 01.8 LU2291 LU2291! - Elev Factor x Scale Factor = Combined Factor LU2291!SPC CA 1 - 0.99998952 x 0.99996357 = 0.99995309 LU2291!UTM 10 - 0.99998952 x 0.99965376 = 0.99964328 LU2291 LU2291 SUPERSEDED SURVEY CONTROL LU2291 LU2291 NAD 83(1986)- 40 09 35.64305(N) 122 13 26.30400(W) AD(1984.00) 1 LU2291 NAD 83(1992)- 40 09 35.65021(N) 122 13 26.30607(W) AD(1991.35) B LU2291 ELLIP H (05/15/92) 66.97 (m) GP(1991.35) 4 2 LU2291 NGVD 29 (05/23/94) 94.6 (m) 310. (f) GPS OBS LU2291 LU2291.Superseded values are not recommended for survey control. LU2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU2291.See file dsdata.txt to determine how the superseded data were derived. LU2291 LU2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK6608745794(NAD 83) LU2291_MARKER: DD = SURVEY DISK LU2291_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) LU2291_STAMPING: HPGN-CALIF. STA. 0222 1990 LU2291_MARK LOGO: CADT LU2291_PROJECTION: FLUSH LU2291_MAGNETIC: N = NO MAGNETIC MATERIAL LU2291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LU2291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LU2291+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003 LU2291_ROD/PIPE-DEPTH: 1.8 meters LU2291 LU2291 HISTORY - Date Condition Report By LU2291 HISTORY - 1990 MONUMENTED CADT LU2291 HISTORY - 19910703 GOOD NGS LU2291 HISTORY - 19920430 GOOD NOS LU2291 HISTORY - 19951115 GOOD CADT LU2291 HISTORY - 19960129 GOOD CADT LU2291 HISTORY - 20031223 GOOD CADT LU2291 LU2291 STATION DESCRIPTION LU2291 LU2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 LU2291'THE STATION IS LOCATED JUST OFF OF THE DIAMOND AVENUE INTERCHANGE AT LU2291'INTERSTATE HIGHWAY 5 IN RED BLUFF. LU2291'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 5 AND THE LU2291'CENTER OF THE OVERPASS OF DIAMOND AVENUE OVER INTERSTATE 5, GO WEST LU2291'FOR 0.1 MI (0.2 KM) TO A DIRT ACCESS ON THE RIGHT. TURN RIGHT ONTO LU2291'THE ACCESS WAY AND THEN MAKE AN IMMEDIATE RIGHT AGAIN (EAST) ALONG LU2291'THE FENCE LINE TO THE STATION ON THE LEFT. LU2291'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM LU2291'ACCESS COVER, IN THE SOUTHWEST QUADRANT OF THE DIAMOND AVENUE AND LU2291'INTERSTATE 5 INTERSECTION. LOCATED 32.6 FT (9.9 M) NORTHEAST OF CADT LU2291'MONUMENT DIAMOND RM2 1972, 23.0 FT (7.0 M) EAST OF CADT MONUMENT LU2291'DIAMOND RM1 1972, 22.4 FT (6.8 M) EAST OF A 6 FOOT HIGH CHAIN LINK LU2291'FENCE, 20.4 FT (6.2 M) WEST OF THE TOP OF A BLUFF OVERLOOKING LU2291'SOUTHBOUND INTERSTATE 5 EXIT AND 3.5 FT (1.1 M) EAST OF A METAL LU2291'WITNESS POST PAINTED ORANGE. LU2291'THE LOCATION OF THE STATION WILL BE IN THE APPARENT LOCATION OF LU2291'STATION DIAMOND 1972 WHICH IS PRESUMED DESTROYED. A LEVEL TIE CAN LU2291 LU2291 STATION RECOVERY (1992) LU2291 LU2291'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 LU2291'RECOVERED IN GOOD CONDITION. LU2291 LU2291 STATION RECOVERY (1995) LU2291 LU2291'RECOVERY NOTE BY CALTRANS 1995 (JRL) LU2291'THE STATION WAS RECOVERED WITH THE FOLLOWING REVISION. THE STATION IS LU2291'LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF INTERSTATE 5 LU2291'AND DIAMOND AVENUE, NOT THE SOUTHWEST QUADRANT AS STATED IN THE 1991 LU2291'DESCRIPTION. THE REMAINDER OF THE DESCRIPTION IS CORRECT. LU2291 LU2291 STATION RECOVERY (1996) LU2291 LU2291'RECOVERY NOTE BY CALTRANS 1996 (JRL) LU2291'RECOVERED AS DESCRIBED. LU2291 LU2291 STATION RECOVERY (2003) LU2291 LU2291'RECOVERY NOTE BY CALTRANS 2003 (JRL) LU2291'THE STATION IS 1.2 M EAST OF AN ORANGE CARSONITE WITNESS POST AND 2.5 LU2291'M SOUTHEAST OF A WHITE CARSONITE POST WITH AMBER RELFECTOR. LU2291' LU2291'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION LU2291'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 LT0819 *********************************************************************** LT0819 CBN - This is a Cooperative Base Network Control Station. LT0819 DESIGNATION - HPGN CA 02 23 LT0819 PID - LT0819 LT0819 STATE/COUNTY- CA/TEHAMA LT0819 USGS QUAD - CHILDS MEADOWS (1995) LT0819 LT0819 *CURRENT SURVEY CONTROL LT0819 ___________________________________________________________________ LT0819* NAD 83(1998)- 40 16 16.58984(N) 121 25 53.33619(W) ADJUSTED LT0819* NAVD 88 - 1387.6 (meters) 4552. (feet) GPS OBS LT0819 ___________________________________________________________________ LT0819 EPOCH DATE - 2004.69 LT0819 X - -2,541,859.433 (meters) COMP LT0819 Y - -4,159,093.647 (meters) COMP LT0819 Z - 4,101,895.612 (meters) COMP LT0819 LAPLACE CORR- 4.38 (seconds) DEFLEC99 LT0819 ELLIP HEIGHT- 1363.63 (meters) (09/13/05) GPS OBS LT0819 GEOID HEIGHT- -23.82 (meters) GEOID03 LT0819 LT0819 HORZ ORDER - A LT0819 ELLP ORDER - FOURTH CLASS I LT0819 LT0819.ITRF positions are available for this station. LT0819.The horizontal coordinates were established by GPS observations LT0819.and adjusted by the National Geodetic Survey in September 2005. LT0819.This is a SPECIAL STATUS position. See SPECIAL STATUS under the LT0819.DATUM ITEM on the data sheet items page. LT0819.The horizontal coordinates are valid at the epoch date displayed above. LT0819.The epoch date for horizontal control is a decimal equivalence LT0819.of Year/Month/Day. LT0819 LT0819.The orthometric height was determined by GPS observations and a LT0819.high-resolution geoid model. LT0819 LT0819.The X, Y, and Z were computed from the position and the ellipsoidal ht. LT0819 LT0819.The Laplace correction was computed from DEFLEC99 derived deflections. LT0819 LT0819.The ellipsoidal height was determined by GPS observations LT0819.and is referenced to NAD 83. LT0819 LT0819.The geoid height was determined by GEOID03. LT0819 LT0819; North East Units Scale Factor Converg. LT0819;SPC CA 1 - 604,304.241 2,048,352.154 MT 0.99994273 +0 22 18.3 LT0819;SPC CA 1 - 1,982,621.50 6,720,302.03 sFT 0.99994273 +0 22 18.3 LT0819;UTM 10 - 4,459,046.914 633,359.649 MT 0.99981893 +1 00 50.6 LT0819 LT0819! - Elev Factor x Scale Factor = Combined Factor LT0819!SPC CA 1 - 0.99978613 x 0.99994273 = 0.99972887 LT0819!UTM 10 - 0.99978613 x 0.99981893 = 0.99960510 LT0819 LT0819 SUPERSEDED SURVEY CONTROL LT0819 LT0819 NAD 83(1998)- 40 16 16.58823(N) 121 25 53.33452(W) AD(1998.50) A LT0819 ELLIP H (04/06/00) 1363.66 (m) GP(1998.50) 3 1 LT0819 NAD 83(1986)- 40 16 16.58573(N) 121 25 53.32662(W) AD(1984.00) 1 LT0819 NAD 83(1992)- 40 16 16.58600(N) 121 25 53.33018(W) AD(1991.35) B LT0819 ELLIP H (05/15/92) 1363.75 (m) GP(1991.35) 4 2 LT0819 LT0819.Superseded values are not recommended for survey control. LT0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0819.See file dsdata.txt to determine how the superseded data were derived. LT0819 LT0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK3336059047(NAD 83) LT0819_MARKER: DD = SURVEY DISK LT0819_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) LT0819_SP_SET: ALUMINUM ALLOY ROD LT0819_STAMPING: HPGN-CALIF. STA. 0223 1991 LT0819_MARK LOGO: CADT LT0819_PROJECTION: FLUSH LT0819_MAGNETIC: N = NO MAGNETIC MATERIAL LT0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LT0819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LT0819+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003 LT0819_ROD/PIPE-DEPTH: 5.70 meters LT0819 LT0819 HISTORY - Date Condition Report By LT0819 HISTORY - 1991 MONUMENTED CADT LT0819 HISTORY - 19910613 GOOD NGS LT0819 HISTORY - 19951016 GOOD CADT LT0819 HISTORY - 19960130 GOOD CADT LT0819 HISTORY - 19960410 GOOD CADT LT0819 HISTORY - 19980729 GOOD CADT LT0819 HISTORY - 19990603 GOOD CADT LT0819 HISTORY - 19990814 GOOD USPSQD LT0819 HISTORY - 20031223 GOOD CADT LT0819 LT0819 STATION DESCRIPTION LT0819 LT0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 LT0819'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) SOUTHEAST OF CHILDS MEADOW LT0819'AND SOUTH OF THE INTERSECTION OF STATE HIGHWAYS 36, 89 AND 32. LT0819'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 32, 36 LT0819'AND 89, GO SOUTHERLY ON HIGHWAY 32 FOR 0.85 MI (1.37 KM) TO A BRIDGE LT0819'OVER NORTH FORK DEER CREEK. GO OVER THE BRIDGE TO A SIDE ROAD LEFT. LT0819'TURN LEFT AND GO NORTHERLY ABOUT 350 FT (106.7 M) (PASSING OVER DEER LT0819'CREEK AGAIN) TO THE STATION LOCATED ON THE LEFT BETWEEN THE HIGHWAY LT0819'AND THE GRAVEL ROAD. LT0819'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM LT0819'ACCESS COVER. LOCATED 75.7 FT (23.1 M) SOUTHEAST OF THE CENTERLINE LT0819'OF HIGHWAY 32 AND 50 FT (15.2 M) NORTHWEST OF THE CENTERLINE OF THE LT0819'GRAVEL ROAD. LT0819 LT0819 STATION RECOVERY (1995) LT0819 LT0819'RECOVERY NOTE BY CALTRANS 1995 (JRL) LT0819'RECOVERED AS DESCRIBED. LT0819 LT0819 STATION RECOVERY (1996) LT0819 LT0819'RECOVERY NOTE BY CALTRANS 1996 (JRL) LT0819'RECOVERED AS DESCRIBED. LT0819 LT0819 STATION RECOVERY (1996) LT0819 LT0819'RECOVERY NOTE BY CALTRANS 1996 (PTD) LT0819'RECOVERED AS DESCRIBED. LT0819 LT0819 STATION RECOVERY (1998) LT0819 LT0819'RECOVERY NOTE BY CALTRANS 1998 (JRL) LT0819'RECOVERED AS DESCRIBED. LT0819 LT0819 STATION RECOVERY (1999) LT0819 LT0819'RECOVERY NOTE BY CALTRANS 1999 (JRL) LT0819'RECOVERED AS DESCRIBED. LT0819 LT0819 STATION RECOVERY (1999) LT0819 LT0819'RECOVERY NOTE BY US POWER SQUADRON 1999 LT0819'RECOVERED IN GOOD CONDITION. LT0819 LT0819 STATION RECOVERY (2003) LT0819 LT0819'RECOVERY NOTE BY CALTRANS 2003 (JRL) LT0819'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION LT0819'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 DF6215 *********************************************************************** DF6215 DESIGNATION - HPGN D CA 02 FG DF6215 PID - DF6215 DF6215 STATE/COUNTY- CA/TEHAMA DF6215 USGS QUAD - LOWREY (1967) DF6215 DF6215 *CURRENT SURVEY CONTROL DF6215 ___________________________________________________________________ DF6215* NAD 83(1998)- 40 16 12.54595(N) 122 33 24.19038(W) ADJUSTED DF6215* NAVD 88 - 203.4 (meters) 667. (feet) GPS OBS DF6215 ___________________________________________________________________ DF6215 EPOCH DATE - 2004.69 DF6215 X - -2,622,600.002 (meters) COMP DF6215 Y - -4,107,678.253 (meters) COMP DF6215 Z - 4,101,031.803 (meters) COMP DF6215 LAPLACE CORR- -2.84 (seconds) DEFLEC99 DF6215 ELLIP HEIGHT- 174.54 (meters) (09/13/05) GPS OBS DF6215 GEOID HEIGHT- -28.76 (meters) GEOID03 DF6215 DF6215 HORZ ORDER - A DF6215 ELLP ORDER - FOURTH CLASS I DF6215 DF6215.The horizontal coordinates were established by GPS observations DF6215.and adjusted by the National Geodetic Survey in September 2005. DF6215.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DF6215.DATUM ITEM on the data sheet items page. DF6215.The horizontal coordinates are valid at the epoch date displayed above. DF6215.The epoch date for horizontal control is a decimal equivalence DF6215.of Year/Month/Day. DF6215 DF6215.The orthometric height was determined by GPS observations and a DF6215.high-resolution geoid model. DF6215 DF6215.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6215 DF6215.The Laplace correction was computed from DEFLEC99 derived deflections. DF6215 DF6215.The ellipsoidal height was determined by GPS observations DF6215.and is referenced to NAD 83. DF6215 DF6215.The geoid height was determined by GEOID03. DF6215 DF6215; North East Units Scale Factor Converg. DF6215;SPC CA 1 - 604,173.076 1,952,650.469 MT 0.99994292 -0 21 50.5 DF6215;SPC CA 1 - 1,982,191.17 6,406,320.75 sFT 0.99994292 -0 21 50.5 DF6215;UTM 10 - 4,457,836.352 537,688.814 MT 0.99961749 +0 17 11.5 DF6215 DF6215! - Elev Factor x Scale Factor = Combined Factor DF6215!SPC CA 1 - 0.99997262 x 0.99994292 = 0.99991554 DF6215!UTM 10 - 0.99997262 x 0.99961749 = 0.99959012 DF6215 DF6215 SUPERSEDED SURVEY CONTROL DF6215 DF6215 NAD 83(1992)- 40 16 12.54187(N) 122 33 24.18422(W) AD(1991.35) 1 DF6215 ELLIP H (06/17/03) 174.66 (m) GP(1991.35) 4 2 DF6215 DF6215.Superseded values are not recommended for survey control. DF6215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF6215.See file dsdata.txt to determine how the superseded data were derived. DF6215 DF6215_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK3768957836(NAD 83) DF6215_MARKER: DD = SURVEY DISK DF6215_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6215_STAMPING: CA-HPGN-DENSIFICATION STA. 02-FG 1999 DF6215_MARK LOGO: CADT DF6215_PROJECTION: FLUSH DF6215_MAGNETIC: N = NO MAGNETIC MATERIAL DF6215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6215+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003 DF6215_ROD/PIPE-DEPTH: 3.50 meters DF6215 DF6215 HISTORY - Date Condition Report By DF6215 HISTORY - 1999 MONUMENTED CADT DF6215 HISTORY - 20031223 GOOD CADT DF6215 DF6215 STATION DESCRIPTION DF6215 DF6215'DESCRIBED BY CALTRANS 1999 (JRL) DF6215'THE STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 36, ABOUT 22 DF6215'MI (35.4 KM) SOUTHWEST OF REDDING AND 16 MI (25.7 KM) NORTHWEST OF RED DF6215'BLUFF. TO REACH THE STATION FORM THE INTERSECTION OF HIGHWAY 36 AND DF6215'COUNTY ROAD A5 (BOWMAN ROAD) , ABOUT 15 MI (24.1 KM) NORTHWEST OF RED DF6215'BLUFF, GO WEST ON HIGHWAY 36 FOR 0.15 MI (0.24 KM) TO BRIDGE NO. 8-50 DF6215'OVER LONG GULCH. CONTINUE WEST ON HIGHWAY 36 FOR 3.6 MI (5.8 KM) TO DF6215'THE STATION ON THE RIGHT AT POST MILE 19.30. THE STATION IS A SURVEY DF6215'DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH DF6215'THE GROUND, 45.3 FT (13.8 M) NORTHEAST OF THE CENTER OF HIGHWAY 36, DF6215'148 FT (45.1 M) EAST OF THE DRIVEWAYS TO ROSEWOOD RANCH, 28.0 FT (8.5 DF6215'M) SOUTHWEST OF A BARBED WIRE FENCE, 5.1 FT (1.6 M) SOUTHEAST OF A DF6215'METAL GUARD POST, AND 2.3 FT (0.7 M) SOUTHWEST OF A CARSONITE WITNESS DF6215'POST. THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DF6215'DENSIFICATION SURVEY. DF6215 DF6215 STATION RECOVERY (2003) DF6215 DF6215'RECOVERY NOTE BY CALTRANS 2003 (JRL) DF6215'THE STATION IS 0.8 M SOUTHWEST OF AN ORANGE CARSONITE WITNESS POST AND DF6215'1.5 M SOUTHEAST OF A METAL GUARD POST WITH REFLECTOR. DF6215' DF6215'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DF6215'HEIGHT MODERNIZATION PROJECT.