1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 DH6087 *********************************************************************** DH6087 DESIGNATION - 299 SHA 30.49 DH6087 PID - DH6087 DH6087 STATE/COUNTY- CA/SHASTA DH6087 USGS QUAD - PROJECT CITY (1969) DH6087 DH6087 *CURRENT SURVEY CONTROL DH6087 ___________________________________________________________________ DH6087* NAD 83(1998)- 40 38 01.18372(N) 122 15 32.74708(W) ADJUSTED DH6087* NAVD 88 - DH6087 ___________________________________________________________________ DH6087 EPOCH DATE - 2004.69 DH6087 X - -2,587,250.645 (meters) COMP DH6087 Y - -4,099,101.908 (meters) COMP DH6087 Z - 4,131,752.285 (meters) COMP DH6087 LAPLACE CORR- 1.94 (seconds) DEFLEC99 DH6087 ELLIP HEIGHT- 180.06 (meters) (09/13/05) GPS OBS DH6087 GEOID HEIGHT- -27.14 (meters) GEOID03 DH6087 DH6087 HORZ ORDER - A DH6087 ELLP ORDER - FOURTH CLASS I DH6087 DH6087.The horizontal coordinates were established by GPS observations DH6087.and adjusted by the National Geodetic Survey in September 2005. DH6087.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6087.DATUM ITEM on the data sheet items page. DH6087.The horizontal coordinates are valid at the epoch date displayed above. DH6087.The epoch date for horizontal control is a decimal equivalence DH6087.of Year/Month/Day. DH6087 DH6087 DH6087.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6087 DH6087.The Laplace correction was computed from DEFLEC99 derived deflections. DH6087 DH6087.The ellipsoidal height was determined by GPS observations DH6087.and is referenced to NAD 83. DH6087 DH6087.The geoid height was determined by GEOID03. DH6087 DH6087; North East Units Scale Factor Converg. DH6087;SPC CA 1 - 644,417.188 1,978,082.833 MT 0.99990079 -0 10 09.9 DH6087;SPC CA 1 - 2,114,225.39 6,489,760.09 sFT 0.99990079 -0 10 09.9 DH6087;UTM 10 - 4,498,355.200 562,655.117 MT 0.99964832 +0 28 57.0 DH6087 DH6087! - Elev Factor x Scale Factor = Combined Factor DH6087!SPC CA 1 - 0.99997176 x 0.99990079 = 0.99987255 DH6087!UTM 10 - 0.99997176 x 0.99964832 = 0.99962009 DH6087 DH6087 SUPERSEDED SURVEY CONTROL DH6087 DH6087.No superseded survey control is available for this station. DH6087 DH6087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK6265598355(NAD 83) DH6087_MARKER: DD = SURVEY DISK DH6087_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL DH6087+WITH SETTING: INFORMATION. DH6087_STAMPING: 299 SHA 30.49 2004 DH6087_MARK LOGO: CSRC DH6087_PROJECTION: FLUSH DH6087_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6087+STABILITY: SURFACE MOTION DH6087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6087+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004 DH6087_ROD/PIPE-DEPTH: 2.4 meters DH6087 DH6087 HISTORY - Date Condition Report By DH6087 HISTORY - 20040707 MONUMENTED CADT DH6087 DH6087 STATION DESCRIPTION DH6087 DH6087'DESCRIBED BY CALTRANS 2004 (JRL) DH6087'THE STATION IS LOCATED ADJACENT TO STATE HIGHWAY 299 IN SHASTA COUNTY DH6087'AT POSTMILE 30.49 ABOUT 9.1 KM EASTERLY OF THE INTERSECTION OF DH6087'HIGHWAY 299 EAST IN NORTH REDDING AND INTERSTATE-5 AND 1.6 KM DH6087'WESTERLY OF BELLA VISTA. TO REACH THE STATION FROM THE INTERSECTION DH6087'OF HIGHWAY 299 EAST AND INTERSTATE 5 GO EASTERLY ON HIGHWAY 299 3.89 DH6087'KM TO THE OLD OREGON TRAIL UNDERCROSSING. CONTINUE EASTERLY ON DH6087'HIGHWAY 299 5.23 KM TO THE STATION ON THE LEFT. THE STATION IS A DH6087'SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE DH6087'FLUSH WITH THE GROUND 0.8 M SOUTH OF AN ORANGE CARSONITE WITNESS DH6087'POST, 1.1 M EAST OF A WHITE CARSONITE POST WITH AMBER REFLECTOR, 13.7 DH6087'M NORTHERLY OF THE YELLOW STRIPE OF HIGHWAY 299, 1.1 M SOUTHERLY OF DH6087'THE NORTHERLY RIGHT OF WAY FENCE OF HIGHWAY 299, 2.1 M SOUTHEASTERLY DH6087'OF A FENCE CORNER, AND 9.0 M EASTERLY OF A FIELD ENTRANCE DRIVEWAY. DH6087' DH6087'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION DH6087'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 DH6088 *********************************************************************** DH6088 DESIGNATION - 299 SHA 46.18 DH6088 PID - DH6088 DH6088 STATE/COUNTY- CA/SHASTA DH6088 USGS QUAD - DEVILS ROCK (1990) DH6088 DH6088 *CURRENT SURVEY CONTROL DH6088 ___________________________________________________________________ DH6088* NAD 83(1998)- 40 45 06.78034(N) 122 02 07.07240(W) ADJUSTED DH6088* NAVD 88 - DH6088 ___________________________________________________________________ DH6088 EPOCH DATE - 2004.69 DH6088 X - -2,566,750.452 (meters) COMP DH6088 Y - -4,102,033.858 (meters) COMP DH6088 Z - 4,141,822.276 (meters) COMP DH6088 LAPLACE CORR- 8.23 (seconds) DEFLEC99 DH6088 ELLIP HEIGHT- 357.25 (meters) (09/13/05) GPS OBS DH6088 GEOID HEIGHT- -26.12 (meters) GEOID03 DH6088 DH6088 HORZ ORDER - A DH6088 ELLP ORDER - FOURTH CLASS I DH6088 DH6088.The horizontal coordinates were established by GPS observations DH6088.and adjusted by the National Geodetic Survey in September 2005. DH6088.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6088.DATUM ITEM on the data sheet items page. DH6088.The horizontal coordinates are valid at the epoch date displayed above. DH6088.The epoch date for horizontal control is a decimal equivalence DH6088.of Year/Month/Day. DH6088 DH6088 DH6088.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6088 DH6088.The Laplace correction was computed from DEFLEC99 derived deflections. DH6088 DH6088.The ellipsoidal height was determined by GPS observations DH6088.and is referenced to NAD 83. DH6088 DH6088.The geoid height was determined by GEOID03. DH6088 DH6088; North East Units Scale Factor Converg. DH6088;SPC CA 1 - 657,512.278 1,997,019.408 MT 0.99989569 -0 01 23.1 DH6088;SPC CA 1 - 2,157,188.20 6,551,887.84 sFT 0.99989569 -0 01 23.1 DH6088;UTM 10 - 4,511,661.926 581,436.985 MT 0.99968163 +0 37 47.2 DH6088 DH6088! - Elev Factor x Scale Factor = Combined Factor DH6088!SPC CA 1 - 0.99994396 x 0.99989569 = 0.99983966 DH6088!UTM 10 - 0.99994396 x 0.99968163 = 0.99962561 DH6088 DH6088 SUPERSEDED SURVEY CONTROL DH6088 DH6088.No superseded survey control is available for this station. DH6088 DH6088_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL8143711662(NAD 83) DH6088_MARKER: DD = SURVEY DISK DH6088_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER DH6088_STAMPING: 299 SHA 46.18 2004 DH6088_MARK LOGO: CSRC DH6088_MAGNETIC: N = NO MAGNETIC MATERIAL DH6088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6088+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004 DH6088 DH6088 HISTORY - Date Condition Report By DH6088 HISTORY - 20040819 MONUMENTED CADT DH6088 DH6088 STATION DESCRIPTION DH6088 DH6088'DESCRIBED BY CALTRANS 2004 (JRL) DH6088'THE STATION IS LOCATED ADJACENT TO STATE HIGHWAY 299 AT POSTMILE DH6088'46.18 ABOUT 23.7 KM NORTHEASTERLY OF BELLA VISTA AND 11.2 KM DH6088'SOUTHWESTERLY OF ROUND MOUNTAIN. TO REACH THE STATION FROM THE DH6088'INTERSECTION OF HIGHWAY 299 AND BUZZARD ROOST ROAD SOUTHWESTERLY OF DH6088'ROUND MOUNTAIN, GO SOUTHWESTERLY ON HIGHWAY 299 9.17 KM TO OAK RUN DH6088'ROAD ON THE LEFT. CONTINUE WESTERLY ON HIGHWAY 299 0.90 KM TO THE DH6088'STATION ON THE LEFT. THE STATION IS A SURVEY DISK EPOXIED TO A ROCK DH6088'FLUSH WITH THE GROUND 0.6 M WEST OF A WHITE CARSONITE POST WITH AMBER DH6088'REFLECTOR, 1.2 M NORTH OF AN ORANGE CARSONITE WITNESS POST, 5.2 M DH6088'SOUTH OF THE TOE OF THE HIGHWAY FILL, 17.6 M SOUTH OF THE YELLOW DH6088'STRIPE OF HIGHWAY 299, AND 36 M EAST OF A MAILBOX STATION. THIS DH6088'STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION HEIGHT DH6088'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 DH6070 *********************************************************************** DH6070 DESIGNATION - HAT CREEK RADIO OBSERVATORY GR DH6070 PID - DH6070 DH6070 STATE/COUNTY- CA/SHASTA DH6070 USGS QUAD - MURKEN BENCH (1995) DH6070 DH6070 *CURRENT SURVEY CONTROL DH6070 ___________________________________________________________________ DH6070* NAD 83(1998)- 40 48 57.28713(N) 121 28 11.58108(W) ADJUSTED DH6070* NAVD 88 - DH6070 ___________________________________________________________________ DH6070 EPOCH DATE - 2004.69 DH6070 X - -2,523,975.182 (meters) COMP DH6070 Y - -4,123,616.867 (meters) COMP DH6070 Z - 4,147,626.986 (meters) COMP DH6070 LAPLACE CORR- 5.84 (seconds) DEFLEC99 DH6070 ELLIP HEIGHT- 1000.59 (meters) (09/13/05) GPS OBS DH6070 GEOID HEIGHT- -24.18 (meters) GEOID03 DH6070 DH6070 HORZ ORDER - A DH6070 ELLP ORDER - FOURTH CLASS I DH6070 DH6070.The horizontal coordinates were established by GPS observations DH6070.and adjusted by the National Geodetic Survey in September 2005. DH6070.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6070.DATUM ITEM on the data sheet items page. DH6070.The horizontal coordinates are valid at the epoch date displayed above. DH6070.The epoch date for horizontal control is a decimal equivalence DH6070.of Year/Month/Day. DH6070 DH6070 DH6070.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6070 DH6070.The Laplace correction was computed from DEFLEC99 derived deflections. DH6070 DH6070.The ellipsoidal height was determined by GPS observations DH6070.and is referenced to NAD 83. DH6070 DH6070.The geoid height was determined by GEOID03. DH6070 DH6070; North East Units Scale Factor Converg. DH6070;SPC CA 1 - 664,756.687 2,044,720.318 MT 0.99989469 +0 20 47.9 DH6070;SPC CA 1 - 2,180,955.90 6,708,386.58 sFT 0.99989469 +0 20 47.9 DH6070;UTM 10 - 4,519,448.416 629,044.763 MT 0.99980497 +1 00 01.0 DH6070 DH6070! - Elev Factor x Scale Factor = Combined Factor DH6070!SPC CA 1 - 0.99984307 x 0.99989469 = 0.99973778 DH6070!UTM 10 - 0.99984307 x 0.99980497 = 0.99964807 DH6070 DH6070 SUPERSEDED SURVEY CONTROL DH6070 DH6070.No superseded survey control is available for this station. DH6070 DH6070_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL2904519448(NAD 83) DH6070_MARKER: Z = SEE DESCRIPTION DH6070_SETTING: 0 = UNSPECIFIED SETTING DH6070_MARK LOGO: NONE DH6070_MAGNETIC: N = NO MAGNETIC MATERIAL DH6070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DH6070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6070+SATELLITE: SATELLITE OBSERVATIONS - 2005 DH6070 DH6070 HISTORY - Date Condition Report By DH6070 HISTORY - 2005 MONUMENTED CADT DH6070 DH6070 STATION DESCRIPTION DH6070 DH6070'DESCRIBED BY CALTRANS 2005 DH6070'COORDINATES ARE FOR THE GEODETIC REFERENCE POINT OF A CGPS (CONTINUOUS DH6070'GPS). INFORMATION ABOUT THIS SITE, SUCH AS THE GRP, ANTENNA TYPE AND DH6070'ANTENNA HEIGHT, CAN BE FOUND AT THE CSRC DATA PORTAL WEBSITE DH6070'//CSRC.UCSD.EDU/CDP/ 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 LU2288 *********************************************************************** LU2288 DESIGNATION - HPGN CA 02 12 LU2288 PID - LU2288 LU2288 STATE/COUNTY- CA/SHASTA LU2288 USGS QUAD - LAMOINE (1990) LU2288 LU2288 *CURRENT SURVEY CONTROL LU2288 ___________________________________________________________________ LU2288* NAD 83(1998)- 40 57 25.62074(N) 122 26 05.71210(W) ADJUSTED LU2288* NAVD 88 - 428.0 (meters) 1404. (feet) GPS OBS LU2288 ___________________________________________________________________ LU2288 EPOCH DATE - 2004.69 LU2288 X - -2,587,320.034 (meters) COMP LU2288 Y - -4,071,476.989 (meters) COMP LU2288 Z - 4,159,091.712 (meters) COMP LU2288 LAPLACE CORR- -5.13 (seconds) DEFLEC99 LU2288 ELLIP HEIGHT- 402.52 (meters) (09/13/05) GPS OBS LU2288 GEOID HEIGHT- -25.33 (meters) GEOID03 LU2288 LU2288 HORZ ORDER - A LU2288 ELLP ORDER - FOURTH CLASS I LU2288 LU2288.The horizontal coordinates were established by GPS observations LU2288.and adjusted by the National Geodetic Survey in September 2005. LU2288.This is a SPECIAL STATUS position. See SPECIAL STATUS under the LU2288.DATUM ITEM on the data sheet items page. LU2288.The horizontal coordinates are valid at the epoch date displayed above. LU2288.The epoch date for horizontal control is a decimal equivalence LU2288.of Year/Month/Day. LU2288 LU2288.The orthometric height was determined by GPS observations and a LU2288.high-resolution geoid model. LU2288 LU2288.The X, Y, and Z were computed from the position and the ellipsoidal ht. LU2288 LU2288.The Laplace correction was computed from DEFLEC99 derived deflections. LU2288 LU2288.The ellipsoidal height was determined by GPS observations LU2288.and is referenced to NAD 83. LU2288 LU2288.The geoid height was determined by GEOID03. LU2288 LU2288; North East Units Scale Factor Converg. LU2288;SPC CA 1 - 680,391.551 1,963,388.142 MT 0.99989690 -0 17 03.8 LU2288;SPC CA 1 - 2,232,251.28 6,441,549.26 sFT 0.99989690 -0 17 03.8 LU2288;UTM 10 - 4,534,150.365 547,554.989 MT 0.99962783 +0 22 13.5 LU2288 LU2288! - Elev Factor x Scale Factor = Combined Factor LU2288!SPC CA 1 - 0.99993686 x 0.99989690 = 0.99983377 LU2288!UTM 10 - 0.99993686 x 0.99962783 = 0.99956472 LU2288 LU2288 SUPERSEDED SURVEY CONTROL LU2288 LU2288 NAD 83(1986)- 40 57 25.61107(N) 122 26 05.71531(W) AD(1984.00) 1 LU2288 NAD 83(1992)- 40 57 25.61740(N) 122 26 05.70827(W) AD(1991.35) B LU2288 ELLIP H (05/15/92) 402.66 (m) GP(1991.35) 4 2 LU2288 LU2288.Superseded values are not recommended for survey control. LU2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU2288.See file dsdata.txt to determine how the superseded data were derived. LU2288 LU2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL4755534150(NAD 83) LU2288_MARKER: DD = SURVEY DISK LU2288_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) LU2288_SP_SET: ALUMINUM ALLOY ROD LU2288_STAMPING: HPGN-CALIF. STA. 0212 1991 LU2288_MARK LOGO: CADT LU2288_PROJECTION: FLUSH LU2288_MAGNETIC: N = NO MAGNETIC MATERIAL LU2288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LU2288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LU2288+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003 LU2288_ROD/PIPE-DEPTH: 6.40 meters LU2288 LU2288 HISTORY - Date Condition Report By LU2288 HISTORY - 1991 MONUMENTED CADT LU2288 HISTORY - 19910702 GOOD NGS LU2288 HISTORY - 19960101 GOOD WOOLPT LU2288 HISTORY - 19960320 GOOD CADT LU2288 HISTORY - 19960328 GOOD CADT LU2288 HISTORY - 19990208 GOOD CADT LU2288 HISTORY - 20031223 GOOD CADT LU2288 LU2288 STATION DESCRIPTION LU2288 LU2288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 LU2288'THE STATION IS 26 MI (41.8 KM) NORTH OF REDDING AT THE GABLES OVER LU2288'CROSSING AT THE TOP OF A CUT BANK ON INTERSTATE HIGHWAY 5 AT POST LU2288'MILE 47.29. LU2288'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 44 AND LU2288'INTERSTATE HIGHWAY 5, GO NORTH ON INTERSTATE 5 FOR 30 MI (48.3 KM) TO LU2288'THE VOLLMERS EXIT. GO LEFT FOR 0.09 MI (0.14 KM) TO THE FRONTAGE LU2288'ROAD. TURN RIGHT ONTO THE FRONTAGE ROAD ON THE EASTERLY SIDE OF LU2288'INTERSTATE 5 AND GO FOR 1.4 MI (2.3 KM) TO THE GABLES OVER CROSSING LU2288'AND THE STATION ON THE LEFT. LU2288'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM LU2288'ACCESS COVER. LOCATED 105.3 FT (32.1 M) EAST OF THE CENTERLINE OF LU2288'INTERSTATE 5, 43.5 FT (13.3 M) SOUTHWEST OF THE CENTERLINE OF THE LU2288'FRONTAGE ROAD AND 35.0 FT (10.7 M) SOUTHERLY OF THE CONCRETE RAIL AT LU2288'THE SOUTHEAST END OF THE GABLES OVER CROSSING BRIDGE. LU2288'A VERTICAL TIE MIGHT BE MADE FROM BENCH MARK G-1428 1988. THIS BENCH LU2288'MARK IS ABOUT 0.1 MI (0.2 KM) NORTH OF THE STATION ALONG EXISTING LU2288'INTERSTATE 5. (THIS AREA IS UNDER CONSTRUCTION AT THE PRESENT TIME LU2288'AND THE BENCH MARK MAY HAVE BEEN DESTROYED). LU2288 LU2288 STATION RECOVERY (1996) LU2288 LU2288'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 LU2288'GOOD. LU2288 LU2288 STATION RECOVERY (1996) LU2288 LU2288'RECOVERY NOTE BY CALTRANS 1996 (JRL) LU2288'RECOVERED AS DESCRIBED. LU2288 LU2288 STATION RECOVERY (1996) LU2288 LU2288'RECOVERY NOTE BY CALTRANS 1996 (JRL) LU2288'RECOVERED AS DESCRIBED. LU2288 LU2288 STATION RECOVERY (1999) LU2288 LU2288'RECOVERY NOTE BY CALTRANS 1999 (JRL) LU2288'RECOVERED AS DESCRIBED. LU2288' LU2288 LU2288 STATION RECOVERY (2003) LU2288 LU2288'RECOVERY NOTE BY CALTRANS 2003 (JRL) LU2288'THE FRONTAGE ROAD IS NOW KNOW AS MC CARDLE FLAT ROAD. THE STATION IS LU2288'1.25 M WEST OF AN ORANGE CARSONITE WITNESS POST AND 1.6 M SOUTH OF A LU2288'METAL GUARD POST. THIS STATION WAS OCCUPIED AS A PART OF THE LU2288'CALTRANS NORTH REGION HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 MW0946 *********************************************************************** MW0946 DESIGNATION - HPGN CA 02 14 MW0946 PID - MW0946 MW0946 STATE/COUNTY- CA/SHASTA MW0946 USGS QUAD - FALL RIVER MILLS (1995) MW0946 MW0946 *CURRENT SURVEY CONTROL MW0946 ___________________________________________________________________ MW0946* NAD 83(1998)- 41 03 03.07653(N) 121 24 12.38753(W) ADJUSTED MW0946* NAVD 88 - 1009.96 (meters) 3313.5 (feet) LEVELING MW0946 ___________________________________________________________________ MW0946 EPOCH DATE - 2004.69 MW0946 X - -2,510,277.167 (meters) COMP MW0946 Y - -4,111,938.852 (meters) COMP MW0946 Z - 4,167,331.198 (meters) COMP MW0946 LAPLACE CORR- 4.79 (seconds) DEFLEC99 MW0946 ELLIP HEIGHT- 985.68 (meters) (09/13/05) GPS OBS MW0946 GEOID HEIGHT- -24.17 (meters) GEOID03 MW0946 MW0946 HORZ ORDER - A MW0946 VERT ORDER - THIRD ? MW0946 ELLP ORDER - FOURTH CLASS I MW0946 MW0946.The horizontal coordinates were established by GPS observations MW0946.and adjusted by the National Geodetic Survey in September 2005. MW0946.This is a SPECIAL STATUS position. See SPECIAL STATUS under the MW0946.DATUM ITEM on the data sheet items page. MW0946.The horizontal coordinates are valid at the epoch date displayed above. MW0946.The epoch date for horizontal control is a decimal equivalence MW0946.of Year/Month/Day. MW0946 MW0946.The orthometric height was determined by differential leveling. MW0946.The vertical network tie was performed by a horz. field party for horz. MW0946.obs reductions. Reset procedures were used to establish the elevation. MW0946 MW0946.The X, Y, and Z were computed from the position and the ellipsoidal ht. MW0946 MW0946.The Laplace correction was computed from DEFLEC99 derived deflections. MW0946 MW0946.The ellipsoidal height was determined by GPS observations MW0946.and is referenced to NAD 83. MW0946 MW0946.The geoid height was determined by GEOID03. MW0946 MW0946; North East Units Scale Factor Converg. MW0946;SPC CA 1 - 690,880.294 2,050,147.689 MT 0.99990171 +0 23 24.3 MW0946;SPC CA 1 - 2,266,663.10 6,726,192.88 sFT 0.99990171 +0 23 24.3 MW0946;UTM 10 - 4,545,630.268 634,172.223 MT 0.99982157 +1 02 55.2 MW0946 MW0946! - Elev Factor x Scale Factor = Combined Factor MW0946!SPC CA 1 - 0.99984541 x 0.99990171 = 0.99974714 MW0946!UTM 10 - 0.99984541 x 0.99982157 = 0.99966701 MW0946 MW0946 SUPERSEDED SURVEY CONTROL MW0946 MW0946 NAD 83(1986)- 41 03 03.07241(N) 121 24 12.39036(W) AD(1984.00) 1 MW0946 NAD 83(1992)- 41 03 03.07368(N) 121 24 12.38315(W) AD(1991.35) B MW0946 ELLIP H (05/15/92) 985.81 (m) GP(1991.35) 4 2 MW0946 MW0946.Superseded values are not recommended for survey control. MW0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MW0946.See file dsdata.txt to determine how the superseded data were derived. MW0946 MW0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL3417245630(NAD 83) MW0946_MARKER: DD = SURVEY DISK MW0946_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) MW0946_SP_SET: ALUMINUM ALLOY ROD MW0946_STAMPING: HPGN-CALIF. STA. 0214 1991 MW0946_MARK LOGO: CADT MW0946_PROJECTION: FLUSH MW0946_MAGNETIC: N = NO MAGNETIC MATERIAL MW0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MW0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR MW0946+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003 MW0946_ROD/PIPE-DEPTH: 1.4 meters MW0946 MW0946 HISTORY - Date Condition Report By MW0946 HISTORY - 1991 MONUMENTED CADT MW0946 HISTORY - 19910620 GOOD NGS MW0946 HISTORY - 19950828 GOOD CADT MW0946 HISTORY - 19960320 GOOD CADT MW0946 HISTORY - 20031223 GOOD CADT MW0946 MW0946 STATION DESCRIPTION MW0946 MW0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 MW0946'THE STATION IS LOCATED ON STATE HIGHWAY 299 ABOUT 0.2 MI (0.3 KM) WEST MW0946'OF MCARTHUR. MW0946'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 299 AND MW0946'MAIN STREET IN MCARTHUR GO 0.2 MI (0.3 KM) WEST ON HIGHWAY 299 TO MW0946'MCARTHUR ROAD. TURN RIGHT ON MCARTHUR ROAD AND GO NORTH FOR 300 FT MW0946'(91.4 M) TO THE STATION ON THE LEFT. MW0946'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM MW0946'ACCESS COVER, SET IN A TRIANGLE FORMED BY COUNTY ROAD A19, MCARTHUR MW0946'ROAD AND A STREET. LOCATED 300 FT (91.4 M) NORTH OF THE CENTERLINE MW0946'OF HIGHWAY 299, 24.9 M (81.7 FT) SOUTH OF THE CENTERLINE OF A MW0946'STREET, 22.5 M (73.8 FT) WEST OF A POWERLINE POLE, 14.7 M (48.2 FT) MW0946'NORTHEAST OF COUNTY ROAD A19 AND 11.7 M (38.4 FT) WEST OF MCARTHUR MW0946'ROAD. MW0946 MW0946 STATION RECOVERY (1995) MW0946 MW0946'RECOVERY NOTE BY CALTRANS 1995 (JRL) MW0946'RECOVERED AS DESCRIBED. MW0946 MW0946 STATION RECOVERY (1996) MW0946 MW0946'RECOVERY NOTE BY CALTRANS 1996 (JRL) MW0946'RECOVERED AS DESCRIBED. MW0946 MW0946 STATION RECOVERY (2003) MW0946 MW0946'RECOVERY NOTE BY CALTRANS 2003 (JRL) MW0946'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION MW0946'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 LT0816 *********************************************************************** LT0816 DESIGNATION - HPGN CA 02 18 LT0816 PID - LT0816 LT0816 STATE/COUNTY- CA/SHASTA LT0816 USGS QUAD - INWOOD (1985) LT0816 LT0816 *CURRENT SURVEY CONTROL LT0816 ___________________________________________________________________ LT0816* NAD 83(1998)- 40 30 05.11926(N) 121 59 38.56991(W) ADJUSTED LT0816* NAVD 88 - 576.14 (meters) 1890.2 (feet) LEVELING LT0816 ___________________________________________________________________ LT0816 EPOCH DATE - 2004.69 LT0816 X - -2,573,469.659 (meters) COMP LT0816 Y - -4,119,364.647 (meters) COMP LT0816 Z - 4,120,836.973 (meters) COMP LT0816 LAPLACE CORR- 14.29 (seconds) DEFLEC99 LT0816 ELLIP HEIGHT- 549.70 (meters) (09/13/05) GPS OBS LT0816 GEOID HEIGHT- -26.35 (meters) GEOID03 LT0816 LT0816 HORZ ORDER - A LT0816 VERT ORDER - THIRD ? LT0816 ELLP ORDER - FOURTH CLASS I LT0816 LT0816.The horizontal coordinates were established by GPS observations LT0816.and adjusted by the National Geodetic Survey in September 2005. LT0816.This is a SPECIAL STATUS position. See SPECIAL STATUS under the LT0816.DATUM ITEM on the data sheet items page. LT0816.The horizontal coordinates are valid at the epoch date displayed above. LT0816.The epoch date for horizontal control is a decimal equivalence LT0816.of Year/Month/Day. LT0816 LT0816.The orthometric height was determined by differential leveling. LT0816.The vertical network tie was performed by a horz. field party for horz. LT0816.obs reductions. Reset procedures were used to establish the elevation. LT0816 LT0816.The X, Y, and Z were computed from the position and the ellipsoidal ht. LT0816 LT0816.The Laplace correction was computed from DEFLEC99 derived deflections. LT0816 LT0816.The ellipsoidal height was determined by GPS observations LT0816.and is referenced to NAD 83. LT0816 LT0816.The geoid height was determined by GEOID03. LT0816 LT0816; North East Units Scale Factor Converg. LT0816;SPC CA 1 - 629,701.507 2,000,504.550 MT 0.99991150 +0 00 14.0 LT0816;SPC CA 1 - 2,065,945.69 6,563,322.01 sFT 0.99991150 +0 00 14.0 LT0816;UTM 10 - 4,483,898.574 585,237.155 MT 0.99968943 +0 39 12.1 LT0816 LT0816! - Elev Factor x Scale Factor = Combined Factor LT0816!SPC CA 1 - 0.99991378 x 0.99991150 = 0.99982528 LT0816!UTM 10 - 0.99991378 x 0.99968943 = 0.99960323 LT0816 LT0816 SUPERSEDED SURVEY CONTROL LT0816 LT0816 NAD 83(1986)- 40 30 05.11074(N) 121 59 38.56779(W) AD(1984.00) 1 LT0816 NAD 83(1992)- 40 30 05.11551(N) 121 59 38.56404(W) AD(1991.35) B LT0816 ELLIP H (05/15/92) 549.82 (m) GP(1991.35) 4 2 LT0816 LT0816.Superseded values are not recommended for survey control. LT0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0816.See file dsdata.txt to determine how the superseded data were derived. LT0816 LT0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK8523783899(NAD 83) LT0816_MARKER: DD = SURVEY DISK LT0816_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) LT0816_SP_SET: ALUMINUM ALLOY ROD LT0816_STAMPING: HPGN-CALIF. STA. 0218 1990 LT0816_MARK LOGO: CADT LT0816_PROJECTION: FLUSH LT0816_MAGNETIC: N = NO MAGNETIC MATERIAL LT0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LT0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LT0816+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003 LT0816_ROD/PIPE-DEPTH: 2.1 meters LT0816 LT0816 HISTORY - Date Condition Report By LT0816 HISTORY - 1990 MONUMENTED CADT LT0816 HISTORY - 19910703 GOOD NGS LT0816 HISTORY - 19960130 GOOD CADT LT0816 HISTORY - 19960320 GOOD CADT LT0816 HISTORY - 19960628 GOOD CADT LT0816 HISTORY - 20031223 GOOD CADT LT0816 LT0816 STATION DESCRIPTION LT0816 LT0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 LT0816'THE STATION IS LOCATED ABOUT 22 MI (35.4 KM) EAST-SOUTHEAST OF REDDING LT0816'AND 6.7 MI (10.8 KM) WEST OF SHINGLETOWN, AT THE INTERSECTION OF LT0816'BLACK BUTTE ROAD AND STATE HIGHWAY 44. LT0816'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 44 AND WILSON LT0816'HILL ROAD IN SHINGLETOWN, GO WEST ON HIGHWAY 44 FOR 6.7 MI (10.8 KM) LT0816'TO A SIDE ROAD LEFT. TURN LEFT ON BLACK BUTTE ROAD AND GO SOUTH FOR LT0816'200 FT (61.0 M) TO THE ENTRANCE TO A CALTRANS PARK AND RIDE LOT. THE LT0816'STATION IS LOCATED AT THE NORTHWEST END OF THE LOT. LT0816'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM LT0816'ACCESS COVER. LOCATED 105.8 FT (32.2 M) EAST OF THE CENTERLINE OF LT0816'BLACK BUTTE ROAD, 57.4 FT (17.5 M) SOUTH OF THE CENTERLINE OF HIGHWAY LT0816'44, 37.6 FT (11.5 M) EAST OF THE CENTERLINE OF THE BLACKTOP SIDEWALK LT0816'TO THE PARK AND RIDE LOT AND 9.0 FT (2.7 M) NORTH OF THE EDGE OF LT0816'PAVEMENT OF THE LOT. LT0816'A VERTICAL TIE CAN BE MADE TO THIS STATION FROM BENCH MARK 21-A, LT0816'APPROX. 0.4 MI (0.6 KM) EAST. BENCH MARKS T-550 RESET AND S-550 LT0816'RESET ARE POSSIBLE ALTERNATES. LT0816 LT0816 STATION RECOVERY (1996) LT0816 LT0816'RECOVERY NOTE BY CALTRANS 1996 (JRL) LT0816'RECOVERED AS DESCRIBED. LT0816 LT0816 STATION RECOVERY (1996) LT0816 LT0816'RECOVERY NOTE BY CALTRANS 1996 (JRL) LT0816'RECOVERED AS DESCRIBED. LT0816 LT0816 STATION RECOVERY (1996) LT0816 LT0816'RECOVERY NOTE BY CALTRANS 1996 (JRL) LT0816'RECOVERED AS DESCRIBED. LT0816 LT0816 STATION RECOVERY (2003) LT0816 LT0816'RECOVERY NOTE BY CALTRANS 2003 (JRL) LT0816'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION LT0816'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 LU2290 *********************************************************************** LU2290 DESIGNATION - HPGN CA 02 21 LU2290 PID - LU2290 LU2290 STATE/COUNTY- CA/SHASTA LU2290 USGS QUAD - LU2290 LU2290 *CURRENT SURVEY CONTROL LU2290 ___________________________________________________________________ LU2290* NAD 83(1998)- 40 22 10.46045(N) 122 56 10.99022(W) ADJUSTED LU2290* NAVD 88 - 898.6 (meters) 2948. (feet) GPS OBS LU2290 ___________________________________________________________________ LU2290 EPOCH DATE - 2004.69 LU2290 X - -2,646,166.040 (meters) COMP LU2290 Y - -4,084,659.746 (meters) COMP LU2290 Z - 4,109,900.399 (meters) COMP LU2290 LAPLACE CORR- -4.04 (seconds) DEFLEC99 LU2290 ELLIP HEIGHT- 871.10 (meters) (09/13/05) GPS OBS LU2290 GEOID HEIGHT- -27.30 (meters) GEOID03 LU2290 LU2290 HORZ ORDER - A LU2290 ELLP ORDER - FOURTH CLASS I LU2290 LU2290.The horizontal coordinates were established by GPS observations LU2290.and adjusted by the National Geodetic Survey in September 2005. LU2290.This is a SPECIAL STATUS position. See SPECIAL STATUS under the LU2290.DATUM ITEM on the data sheet items page. LU2290.The horizontal coordinates are valid at the epoch date displayed above. LU2290.The epoch date for horizontal control is a decimal equivalence LU2290.of Year/Month/Day. LU2290 LU2290.The orthometric height was determined by GPS observations and a LU2290.high-resolution geoid model. LU2290 LU2290.The X, Y, and Z were computed from the position and the ellipsoidal ht. LU2290 LU2290.The Laplace correction was computed from DEFLEC99 derived deflections. LU2290 LU2290.The ellipsoidal height was determined by GPS observations LU2290.and is referenced to NAD 83. LU2290 LU2290.The geoid height was determined by GEOID03. LU2290 LU2290; North East Units Scale Factor Converg. LU2290;SPC CA 1 - 615,486.597 1,920,478.405 MT 0.99992744 -0 36 44.2 LU2290;SPC CA 1 - 2,019,308.94 6,300,769.57 sFT 0.99992744 -0 36 44.2 LU2290;UTM 10 - 4,468,779.389 505,400.670 MT 0.99960036 +0 02 28.3 LU2290 LU2290! - Elev Factor x Scale Factor = Combined Factor LU2290!SPC CA 1 - 0.99986337 x 0.99992744 = 0.99979082 LU2290!UTM 10 - 0.99986337 x 0.99960036 = 0.99946378 LU2290 LU2290 SUPERSEDED SURVEY CONTROL LU2290 LU2290 NAD 83(1986)- 40 22 10.44758(N) 122 56 10.98037(W) AD(1984.00) 1 LU2290 NAD 83(1992)- 40 22 10.45626(N) 122 56 10.98336(W) AD(1991.35) B LU2290 ELLIP H (05/15/92) 871.29 (m) GP(1991.35) 4 2 LU2290 LU2290.Superseded values are not recommended for survey control. LU2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU2290.See file dsdata.txt to determine how the superseded data were derived. LU2290 LU2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK0540168779(NAD 83) LU2290_MARKER: DD = SURVEY DISK LU2290_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL LU2290+WITH SETTING: INFORMATION. LU2290_SP_SET: ALUMINUM ALLOY ROD LU2290_STAMPING: HPGN-CALIF. STA. 0221 1990 LU2290_MARK LOGO: CADT LU2290_PROJECTION: FLUSH LU2290_MAGNETIC: N = NO MAGNETIC MATERIAL LU2290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LU2290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LU2290+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003 LU2290_ROD/PIPE-DEPTH: 1.10 meters LU2290 LU2290 HISTORY - Date Condition Report By LU2290 HISTORY - 1990 MONUMENTED CADT LU2290 HISTORY - 19910703 GOOD NGS LU2290 HISTORY - 19940429 GOOD NGS LU2290 HISTORY - 19960101 GOOD WOOLPT LU2290 HISTORY - 20010130 GOOD CADT LU2290 HISTORY - 20031223 GOOD CADT LU2290 LU2290 STATION DESCRIPTION LU2290 LU2290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 LU2290'THE STATION IS LOCATED JUST OFF OF STATE HIGHWAY 36, ABOUT 50 MI LU2290'(80.5 KM) WEST-NORTHWEST OF RED BLUFF AND 2.5 MI (4.0 KM) WEST OF LU2290'PLATINA. LU2290'TO REACH THE STATION FROM THE PLATINA STORE AND POST OFFICE, GO WEST LU2290'ON STATE HIGHWAY 36 FOR 2.5 MI (4.0 KM) TO POST MILE 6.05 AND A SIDE LU2290'ROAD RIGHT. TURN RIGHT AND GO NORTHERLY ON ROAD 29N02 FOR 0.3 MI LU2290'(0.5 KM) TO THE STATION ON THE LEFT. LU2290'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM LU2290'ACCESS COVER, ON A SMALL HILL WHICH HAS BEEN CLEARED OF MOST TREES. LU2290'LOCATED 135 FT (41.1 M) EAST OF A DIRT ROAD LEADING TO A HIGH VOLTAGE LU2290'LINE TOWER, 57 FT (17.4 M) SOUTH OF THE CENTERLINE OF ROAD 29N02, LU2290'25.1 FT (7.7 M) SOUTHWEST OF A SMALL MULTI-TRUNKED TREE, 2.0 FT LU2290'(0.6 M) NORTH-NORTHEAST OF A FIBERGLASS WITNESS POST AND ABOUT 5 FEET LU2290'HIGHER THAN ROAD 29N02. LU2290'BENCH MARK X-856 WAS RECOVERED AT POST MILE 6.75 ON HIGHWAY 36. THE LU2290'BENCH MARK IS ON THE OLD HIGHWAY WHICH IS IMMEDIATELY SOUTH OF THE LU2290'HIGHWAY AND ABOUT 20 FEET LOWER THAN THE HIGHWAY. LEVELING TO THE LU2290'STATION WILL BE TEDIOUS AS THERE IS A 200 TO 300 FOOT VERTICAL LU2290'DIFFERENCE BETWEEN BM X-856 AND STATION 02 21. LU2290 LU2290 STATION RECOVERY (1994) LU2290 LU2290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) LU2290'THE STATION IS LOCATED JUST OFF STATE HIGHWAY 36, ABOUT 50 MI (80.5 LU2290'KM) WEST-NORTHWEST OF RED BLUFF AND 2.5 MI (4.0 KM) WEST OF PLATINA. LU2290'TO REACH THE STATION FROM THE PLATINA STORE AND POST OFFICE, GO WEST LU2290'ON STATE HIGHWAY 36 FOR 2.5 MI (4.0 KM) TO POST MILE 6.05 AND A SIDE LU2290'ROAD RIGHT. TURN RIGHT AND GO NORTHERLY ON ROAD 29NO2 FOR 0.3 MI (0.5 LU2290'KM) TO THE STATION ON THE LEFT. THE STATION IS A 2.5 INCH ALUMINUM LU2290'DISK INSIDE A 6 INCH ALUMINUM ACCESS COVER, ON A SMALL HILL. LOCATED LU2290'41.1 M (134.8 FT) EAST OF A DIRT ROAD LEADING TO A HIGH VOLTAGE LINE LU2290'TOWER, 17.4 M (57.1 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 7.7 M LU2290'(25.3 FT) SOUTHWEST OF A SMALL MULTI-TRUNCKED TREE, 0.6 M (2.0 FT) LU2290'NORTH-NORTHEAST OF A FIBERGLASS WITNESS POST AND ABOUT 1.5 M (4.9 FT) LU2290'HIGHER THAN THE LEVEL OF THE ROAD. LU2290 LU2290 STATION RECOVERY (1996) LU2290 LU2290'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 LU2290'GOOD. LU2290 LU2290 STATION RECOVERY (2001) LU2290 LU2290'RECOVERY NOTE BY CALTRANS 2001 (JRL) LU2290'RECOVERED AS DESCRIBED. LU2290 LU2290 STATION RECOVERY (2003) LU2290 LU2290'RECOVERY NOTE BY CALTRANS 2003 (JRL) LU2290'USFS ROAD 29N02 IS NOW ALSO KNOWN AS COW GULCH ROAD. THE STATION IS LU2290'0.9 M NORTH OF A USFS SIGN 54-9 AND 1.1 M WEST OF AN ORNAGE CARSONITE LU2290'WITNESS POST. LU2290' LU2290'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION LU2290'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 LU2292 *********************************************************************** LU2292 FBN - This is a Federal Base Network Control Station. LU2292 DESIGNATION - HPGN CA 02 29 LU2292 PID - LU2292 LU2292 STATE/COUNTY- CA/SHASTA LU2292 USGS QUAD - WHISKEYTOWN (1979) LU2292 LU2292 *CURRENT SURVEY CONTROL LU2292 ___________________________________________________________________ LU2292* NAD 83(1998)- 40 38 51.22266(N) 122 34 36.47521(W) ADJUSTED LU2292* NAVD 88 - 391.8 (meters) 1285. (feet) GPS OBS LU2292 ___________________________________________________________________ LU2292 EPOCH DATE - 2004.69 LU2292 X - -2,609,474.240 (meters) COMP LU2292 Y - -4,083,963.739 (meters) COMP LU2292 Z - 4,133,043.903 (meters) COMP LU2292 LAPLACE CORR- -1.98 (seconds) DEFLEC99 LU2292 ELLIP HEIGHT- 364.81 (meters) (09/13/05) GPS OBS LU2292 GEOID HEIGHT- -26.82 (meters) GEOID03 LU2292 LU2292 HORZ ORDER - A LU2292 ELLP ORDER - FOURTH CLASS I LU2292 LU2292.ITRF positions are available for this station. LU2292.The horizontal coordinates were established by GPS observations LU2292.and adjusted by the National Geodetic Survey in September 2005. LU2292.This is a SPECIAL STATUS position. See SPECIAL STATUS under the LU2292.DATUM ITEM on the data sheet items page. LU2292.The horizontal coordinates are valid at the epoch date displayed above. LU2292.The epoch date for horizontal control is a decimal equivalence LU2292.of Year/Month/Day. LU2292 LU2292.The orthometric height was determined by GPS observations and a LU2292.high-resolution geoid model. LU2292 LU2292.The X, Y, and Z were computed from the position and the ellipsoidal ht. LU2292 LU2292.The Laplace correction was computed from DEFLEC99 derived deflections. LU2292 LU2292.The ellipsoidal height was determined by GPS observations LU2292.and is referenced to NAD 83. LU2292 LU2292.The geoid height was determined by GEOID03. LU2292 LU2292; North East Units Scale Factor Converg. LU2292;SPC CA 1 - 646,088.708 1,951,218.593 MT 0.99989997 -0 22 37.8 LU2292;SPC CA 1 - 2,119,709.37 6,401,623.00 sFT 0.99989997 -0 22 37.8 LU2292;UTM 10 - 4,499,720.363 535,780.840 MT 0.99961576 +0 16 32.4 LU2292 LU2292! - Elev Factor x Scale Factor = Combined Factor LU2292!SPC CA 1 - 0.99994278 x 0.99989997 = 0.99984275 LU2292!UTM 10 - 0.99994278 x 0.99961576 = 0.99955856 LU2292 LU2292 SUPERSEDED SURVEY CONTROL LU2292 LU2292 NAD 83(1998)- 40 38 51.22115(N) 122 34 36.47334(W) AD(1998.50) A LU2292 ELLIP H (04/06/00) 364.85 (m) GP(1998.50) 3 1 LU2292 NAD 83(1986)- 40 38 51.21244(N) 122 34 36.47188(W) AD(1984.00) 1 LU2292 NAD 83(1992)- 40 38 51.21920(N) 122 34 36.46958(W) AD(1991.35) B LU2292 ELLIP H (05/15/92) 364.94 (m) GP(1991.35) 4 2 LU2292 LU2292.Superseded values are not recommended for survey control. LU2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU2292.See file dsdata.txt to determine how the superseded data were derived. LU2292 LU2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK3578199720(NAD 83) LU2292_MARKER: DD = SURVEY DISK LU2292_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) LU2292_SP_SET: ALUMINUM ALLOY ROD LU2292_STAMPING: HPGN-CALIF. STA. 0229 1991 LU2292_MARK LOGO: CADT LU2292_PROJECTION: FLUSH LU2292_MAGNETIC: N = NO MAGNETIC MATERIAL LU2292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LU2292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LU2292+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2004 LU2292_ROD/PIPE-DEPTH: 4.10 meters LU2292 LU2292 HISTORY - Date Condition Report By LU2292 HISTORY - 1991 MONUMENTED CADT LU2292 HISTORY - 19910703 GOOD NGS LU2292 HISTORY - 19960101 GOOD WOOLPT LU2292 HISTORY - 19960131 GOOD CADT LU2292 HISTORY - 19960628 GOOD CADT LU2292 HISTORY - 19980519 GOOD NGS LU2292 HISTORY - 20010130 GOOD CADT LU2292 HISTORY - 20031223 GOOD CADT LU2292 HISTORY - 20040716 GOOD COMPDA LU2292 LU2292 STATION DESCRIPTION LU2292 LU2292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 LU2292'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) WEST-NORTHWEST OF REDDING LU2292'ON THE SOUTH SIDE OF STATE HIGHWAY 299 AT POST MILE 12.6 AT THE LU2292'HIGHWAY PATROL TRUCK SCALES. LU2292'TO REACH THE STATION FROM THE WHISKEYTOWN LAKE VISTOR INFORMATION LU2292'CENTER, GO WESTERLY ON HIGHWAY 299 FOR 3.8 MI (6.1 KM) TO THE HIGHWAY LU2292'PATROL TRUCK SCALES. THE STATION IS 0.1 MI (0.2 KM) WEST OF THE LU2292'BUILDING ON THE LEFT. LU2292'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM LU2292'ACCESS COVER. LOCATED 370 FT (112.8 M) SOUTHEASTERLY OF THE END OF LU2292'THE GUARDRAIL, 110.3 FT (33.6 M) NORTHWESTERLY OF A LIGHT POLE, 50.6 LU2292'FT (15.4 M) SOUTHWESTERLY OF HIGHWAY 299 AND 3.0 FT (0.9 M) LU2292'SOUTHWESTERLY OF THE AC CURB. LU2292'A VERTICAL TIE CAN BE MADE TO THIS STATION FROM EITHER BENCH MARK LU2292'S-1429 1988 OR BENCH MARK T-1429 1988. LU2292 LU2292 STATION RECOVERY (1996) LU2292 LU2292'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996 LU2292'GOOD. LU2292 LU2292 STATION RECOVERY (1996) LU2292 LU2292'RECOVERY NOTE BY CALTRANS 1996 (JRL) LU2292'RECOVERED AS DESCRIBED. LU2292 LU2292 STATION RECOVERY (1996) LU2292 LU2292'RECOVERY NOTE BY CALTRANS 1996 (JRL) LU2292'RECOVERED AS DESCRIBED. LU2292 LU2292 STATION RECOVERY (1998) LU2292 LU2292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) LU2292'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) WEST-NORTHWEST OF LU2292'REDDING, ON THE SOUTH SIDE OF STATE HIGHWAY 299 AT MILEPOST 12.6, AT LU2292'THE HIGHWAY PATROL TRUCK SCALES. TO REACH THE STATION FROM THE LU2292'WHISKEYTOWN LAKE VISITOR INFORMATION CENTER, GO WESTERLY ON HIGHWAY LU2292'299 FOR 3.8 MI (6.1 KM) TO THE HIGHWAY PATROL TRUCK SCALES. THE LU2292'STATION IS 0.1 MI (0.2 KM) WEST OF THE BUILDING ON THE LEFT. THE LU2292'STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM ACCESS LU2292'COVER. LOCATED 261 FT (79.6 M) SOUTHEAST OF THE SOUTHEAST END OF A LU2292'GUARDRAIL, 110.3 FT (33.6 M) NORTHWEST OF LIGHT POLE NUMBER 12640, LU2292'50.6 FT (15.4 M) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 299, 3.1 FT LU2292'(0.9 M) NORTHWEST OF A METAL REFLECTOR POST, 3.0 FT (0.9 M) SOUTHEAST LU2292'OF A FIBERGLASS WITNESS POST AND 3.0 FT (0.9 M) SOUTHWEST OF THE AC LU2292'CURB. LU2292 LU2292 STATION RECOVERY (2001) LU2292 LU2292'RECOVERY NOTE BY CALTRANS 2001 (JRL) LU2292'RECOVERED AS DESCRIBED. LU2292 LU2292 STATION RECOVERY (2003) LU2292 LU2292'RECOVERY NOTE BY CALTRANS 2003 (JRL) LU2292'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION LU2292'HEIGHT MODERNIZATION PROJECT. LU2292 LU2292 STATION RECOVERY (2004) LU2292 LU2292'RECOVERY NOTE BY COMPASSDATA INC 2004 (RL) LU2292'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AE9300 *********************************************************************** AE9300 DESIGNATION - HPGN D CA 02 HN AE9300 PID - AE9300 AE9300 STATE/COUNTY- CA/SHASTA AE9300 USGS QUAD - MANZANITA LAKE (1995) AE9300 AE9300 *CURRENT SURVEY CONTROL AE9300 ___________________________________________________________________ AE9300* NAD 83(1998)- 40 32 32.61308(N) 121 34 46.88912(W) ADJUSTED AE9300* NAVD 88 - 1739.9 (meters) 5708. (feet) GPS OBS AE9300 ___________________________________________________________________ AE9300 EPOCH DATE - 2004.69 AE9300 X - -2,542,527.908 (meters) COMP AE9300 Y - -4,136,104.361 (meters) COMP AE9300 Z - 4,125,053.792 (meters) COMP AE9300 LAPLACE CORR- 10.69 (seconds) DEFLEC99 AE9300 ELLIP HEIGHT- 1716.05 (meters) (09/13/05) GPS OBS AE9300 GEOID HEIGHT- -23.87 (meters) GEOID03 AE9300 AE9300 HORZ ORDER - A AE9300 ELLP ORDER - FOURTH CLASS I AE9300 AE9300.The horizontal coordinates were established by GPS observations AE9300.and adjusted by the National Geodetic Survey in September 2005. AE9300.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9300.DATUM ITEM on the data sheet items page. AE9300.The horizontal coordinates are valid at the epoch date displayed above. AE9300.The epoch date for horizontal control is a decimal equivalence AE9300.of Year/Month/Day. AE9300 AE9300.The orthometric height was determined by GPS observations and a AE9300.high-resolution geoid model. AE9300 AE9300.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9300 AE9300.The Laplace correction was computed from DEFLEC99 derived deflections. AE9300 AE9300.The ellipsoidal height was determined by GPS observations AE9300.and is referenced to NAD 83. AE9300 AE9300.The geoid height was determined by GEOID03. AE9300 AE9300; North East Units Scale Factor Converg. AE9300;SPC CA 1 - 634,336.024 2,035,602.755 MT 0.99990762 +0 16 29.4 AE9300;SPC CA 1 - 2,081,150.77 6,678,473.37 sFT 0.99990762 +0 16 29.4 AE9300;UTM 10 - 4,488,929.419 620,274.370 MT 0.99977806 +0 55 24.0 AE9300 AE9300! - Elev Factor x Scale Factor = Combined Factor AE9300!SPC CA 1 - 0.99973088 x 0.99990762 = 0.99963852 AE9300!UTM 10 - 0.99973088 x 0.99977806 = 0.99950900 AE9300 AE9300 SUPERSEDED SURVEY CONTROL AE9300 AE9300 NAD 83(1992)- 40 32 32.60988(N) 121 34 46.88391(W) AD(1991.35) 1 AE9300 ELLIP H (05/07/98) 1716.16 (m) GP(1991.35) 4 2 AE9300 AE9300.Superseded values are not recommended for survey control. AE9300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9300.See file dsdata.txt to determine how the superseded data were derived. AE9300 AE9300_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK2027488929(NAD 83) AE9300_MARKER: DD = SURVEY DISK AE9300_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE9300_STAMPING: CA-HPGN-DENSIFICATION STA. 02-HN 1996 AE9300_MARK LOGO: CADT AE9300_MAGNETIC: N = NO MAGNETIC MATERIAL AE9300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9300+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003 AE9300 AE9300 HISTORY - Date Condition Report By AE9300 HISTORY - 1996 MONUMENTED CADT AE9300 HISTORY - 20031223 GOOD CADT AE9300 AE9300 STATION DESCRIPTION AE9300 AE9300'DESCRIBED BY CALTRANS 1996 (JRL) AE9300'THE STATION IS ABOUT 6 MI (9.7 KM) EAST-NORTHEAST OF VIOLA, 14 MI AE9300'(22.5 KM) NORTH OF MINERAL AND IS 0.18 MI (0.29 KM) WEST OF THE NORTH AE9300'ENTRANCE TO THE LASSEN VOLCANIC NATIONAL PARK, AND IS ADJACENT TO AE9300'STATE HIGHWAY 44 AT POSTMILE SHA 49.07. TO REACH THE STATION FROM THE AE9300'INTERSECTION OF INTERSTATE HIGHWAY 5 AND STATE HIGHWAY 44 IN REDDING AE9300'GO EAST ON STATE HIGHWAY 44 21.40 MI (34.44 KM) TO BLACK BUTTE ROAD ON AE9300'THE RIGHT. CONTINUE EAST ON STATE HIGHWAY 44 6.48 MI (10.43 KM) TO AE9300'WILSON HILL ROAD ON THE RIGHT IN SHINGLETOWN. CONTINUE EAST ON STATE AE9300'HIGHWAY 44 4.23 MI (6.81 KM) TO AIRPORT ROAD ON THE LEFT. CONTINUE AE9300'EAST ON STATE HIGHWAY 44 13.14 MI (21.15 KM) TO THE STATION ON THE AE9300'RIGHT. THE INTERSECTION OF STATE HIGHWAY 89 AND STATE HIGHWAY 44 AT AE9300'THE NORTH ENTRANCE OF THE LASSEN VOLCANIC NATIONAL PARK IS 0.18 MI AE9300'(0.29 KM) EAST OF THE STATION. THE STATION IS A SURVEY DISK ENCASED AE9300'IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND, AE9300'11.67 M (38.29 FT) SOUTH OF THE CENTER OF STATE HIGHWAY 44, 26.61 M AE9300'(87.30 FT) WEST OF A USFS SCENIC BYWAY SIGN POST, 1.40 M (4.59 FT) AE9300'WEST OF A WHITE CARSONITE GUARD POST WITH AMBER REFLECTOR, 1.31 M AE9300'(4.30 FT) EAST OF A WHITE CARSONITE GUARD POST WITH AMBER REFLECTOR, AE9300'1.07 M (3.51 FT) NORTH OF AN ORANGE CARSONITE WITNESS POST. THE AE9300'STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION AE9300'SURVEY. AE9300 AE9300 STATION RECOVERY (2003) AE9300 AE9300'RECOVERY NOTE BY CALTRANS 2003 (JRL) AE9300'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION AE9300'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AF8155 *********************************************************************** AF8155 DESIGNATION - HPGN D CA 02 KM AF8155 PID - AF8155 AF8155 STATE/COUNTY- CA/SHASTA AF8155 USGS QUAD - BURNEY MOUNTAIN WEST (1995) AF8155 AF8155 *CURRENT SURVEY CONTROL AF8155 ___________________________________________________________________ AF8155* NAD 83(1998)- 40 52 28.92324(N) 121 44 25.56189(W) ADJUSTED AF8155* NAVD 88 - 1094.2 (meters) 3590. (feet) GPS OBS AF8155 ___________________________________________________________________ AF8155 EPOCH DATE - 2004.69 AF8155 X - -2,541,199.538 (meters) COMP AF8155 Y - -4,108,065.352 (meters) COMP AF8155 Z - 4,152,611.487 (meters) COMP AF8155 LAPLACE CORR- -0.45 (seconds) DEFLEC99 AF8155 ELLIP HEIGHT- 1069.51 (meters) (09/13/05) GPS OBS AF8155 GEOID HEIGHT- -24.65 (meters) GEOID03 AF8155 AF8155 HORZ ORDER - A AF8155 ELLP ORDER - FOURTH CLASS I AF8155 AF8155.The horizontal coordinates were established by GPS observations AF8155.and adjusted by the National Geodetic Survey in September 2005. AF8155.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AF8155.DATUM ITEM on the data sheet items page. AF8155.The horizontal coordinates are valid at the epoch date displayed above. AF8155.The epoch date for horizontal control is a decimal equivalence AF8155.of Year/Month/Day. AF8155 AF8155.The orthometric height was determined by GPS observations and a AF8155.high-resolution geoid model. AF8155 AF8155.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF8155 AF8155.The Laplace correction was computed from DEFLEC99 derived deflections. AF8155 AF8155.The ellipsoidal height was determined by GPS observations AF8155.and is referenced to NAD 83. AF8155 AF8155.The geoid height was determined by GEOID03. AF8155 AF8155; North East Units Scale Factor Converg. AF8155;SPC CA 1 - 671,181.565 2,021,877.618 MT 0.99989487 +0 10 11.0 AF8155;SPC CA 1 - 2,202,034.85 6,633,443.49 sFT 0.99989487 +0 10 11.0 AF8155;UTM 10 - 4,525,611.317 606,133.040 MT 0.99973864 +0 49 27.6 AF8155 AF8155! - Elev Factor x Scale Factor = Combined Factor AF8155!SPC CA 1 - 0.99983226 x 0.99989487 = 0.99972715 AF8155!UTM 10 - 0.99983226 x 0.99973864 = 0.99957095 AF8155 AF8155 SUPERSEDED SURVEY CONTROL AF8155 AF8155 NAD 83(1992)- 40 52 28.92041(N) 121 44 25.55854(W) AD(1991.35) 1 AF8155 ELLIP H (06/09/98) 1069.64 (m) GP(1991.35) 4 1 AF8155 AF8155.Superseded values are not recommended for survey control. AF8155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF8155.See file dsdata.txt to determine how the superseded data were derived. AF8155 AF8155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL0613325611(NAD 83) AF8155_MARKER: DD = SURVEY DISK AF8155_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AF8155_STAMPING: CA-HPGN-DENSIFICATION STA. 02-KM 1996 AF8155_MARK LOGO: CADT AF8155_MAGNETIC: N = NO MAGNETIC MATERIAL AF8155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF8155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF8155+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003 AF8155 AF8155 HISTORY - Date Condition Report By AF8155 HISTORY - 1996 MONUMENTED CADT AF8155 HISTORY - 20031223 GOOD CADT AF8155 AF8155 STATION DESCRIPTION AF8155 AF8155'DESCRIBED BY CALTRANS 1996 (JRL) AF8155'THE STATION IS LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 299 AT THE AF8155'EAST FOOT OF HATCHET MOUNTAIN, ABOUT 38 MI (61.2 KM) NORTHEAST OF AF8155'REDDING AND 4 MI (6.4 KM) WEST-SOUTHWEST OF BURNEY. TO REACH THE AF8155'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND STATE HIGHWAY AF8155'299 (EAST) IN REDDING, GO EAST ON HIGHWAY 299 FOR 6.65 MI (10.70 KM) AF8155'TO DESCHUTES ROAD ON THE RIGHT IN BELLA VISTA. CONTINUE EAST ON AF8155'HIGHWAY 299 FOR 21.79 MI (35.07 KM) TO TERRY MILL ROAD ON THE RIGHT IN AF8155'ROUND MOUNTAIN. CONTINUE EAST ON HIGHWAY 299 FOR 10.09 MI (16.24 KM) AF8155'TO MOOSE CAMP ROAD ON THE RIGHT. CONTINUE EAST ON HIGHWAY 299 FOR AF8155'6.35 MI (10.22 KM) TO THE HATCHET MOUNTAIN VISTA POINT. CONTINUE EAST AF8155'ON HIGHWAY 299 FOR 1.00 MI (1.61 KM) TO THE STATION ON THE RIGHT AT AF8155'POSTMILE 70.70 ON TOP OF A CUT SLOPE. THE STATION IS A SURVEY DISK AF8155'ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE AF8155'GROUND, 74 FT (22.6 M) EAST OF THE CENTERLINE OF HIGHWAY 299, 7.5 FT AF8155'(2.3 M) EAST OF THE HIGHWAY RIGHT-OF-WAY FENCE, 3.6 FT (1.1 M) SOUTH AF8155'OF A CARSONITE WITNESS POST, AND 2.5 FT (0.8 M) WEST OF ANOTHER AF8155'CARSONITE WITNESS POST. THE STATION WAS OCCUPIED AS PART OF A AF8155'CALIFORNIA HPGN DENSIFICATION SURVEY. AF8155 AF8155 STATION RECOVERY (2003) AF8155 AF8155'RECOVERY NOTE BY CALTRANS 2003 (JRL) AF8155'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION AF8155'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AF8157 *********************************************************************** AF8157 DESIGNATION - HPGN D CA 02 NN AF8157 PID - AF8157 AF8157 STATE/COUNTY- CA/SHASTA AF8157 USGS QUAD - PONDOSA (1990) AF8157 AF8157 *CURRENT SURVEY CONTROL AF8157 ___________________________________________________________________ AF8157* NAD 83(1998)- 41 09 46.31561(N) 121 39 46.92123(W) ADJUSTED AF8157* NAVD 88 - 1250.5 (meters) 4103. (feet) GPS OBS AF8157 ___________________________________________________________________ AF8157 EPOCH DATE - 2004.69 AF8157 X - -2,524,682.920 (meters) COMP AF8157 Y - -4,093,715.365 (meters) COMP AF8157 Z - 4,176,864.136 (meters) COMP AF8157 LAPLACE CORR- -2.07 (seconds) DEFLEC99 AF8157 ELLIP HEIGHT- 1226.54 (meters) (09/13/05) GPS OBS AF8157 GEOID HEIGHT- -24.01 (meters) GEOID03 AF8157 AF8157 HORZ ORDER - A AF8157 ELLP ORDER - FOURTH CLASS I AF8157 AF8157.The horizontal coordinates were established by GPS observations AF8157.and adjusted by the National Geodetic Survey in September 2005. AF8157.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AF8157.DATUM ITEM on the data sheet items page. AF8157.The horizontal coordinates are valid at the epoch date displayed above. AF8157.The epoch date for horizontal control is a decimal equivalence AF8157.of Year/Month/Day. AF8157 AF8157.The orthometric height was determined by GPS observations and a AF8157.high-resolution geoid model. AF8157 AF8157.The X, Y, and Z were computed from the position and the ellipsoidal ht. AF8157 AF8157.The Laplace correction was computed from DEFLEC99 derived deflections. AF8157 AF8157.The ellipsoidal height was determined by GPS observations AF8157.and is referenced to NAD 83. AF8157 AF8157.The geoid height was determined by GEOID03. AF8157 AF8157; North East Units Scale Factor Converg. AF8157;SPC CA 1 - 703,202.265 2,028,278.235 MT 0.99991096 +0 13 13.2 AF8157;SPC CA 1 - 2,307,089.43 6,654,442.84 sFT 0.99991096 +0 13 13.2 AF8157;UTM 10 - 4,557,698.371 612,165.063 MT 0.99975484 +0 52 48.3 AF8157 AF8157! - Elev Factor x Scale Factor = Combined Factor AF8157!SPC CA 1 - 0.99980765 x 0.99991096 = 0.99971862 AF8157!UTM 10 - 0.99980765 x 0.99975484 = 0.99956253 AF8157 AF8157 SUPERSEDED SURVEY CONTROL AF8157 AF8157 NAD 83(1992)- 41 09 46.31276(N) 121 39 46.91676(W) AD(1991.35) 1 AF8157 ELLIP H (06/09/98) 1226.68 (m) GP(1991.35) 4 1 AF8157 AF8157.Superseded values are not recommended for survey control. AF8157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF8157.See file dsdata.txt to determine how the superseded data were derived. AF8157 AF8157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL1216557698(NAD 83) AF8157_MARKER: DD = SURVEY DISK AF8157_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AF8157_STAMPING: CA-HPGN-DENSIFICATION STA. 02-NN 1996 AF8157_MARK LOGO: CADT AF8157_MAGNETIC: N = NO MAGNETIC MATERIAL AF8157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AF8157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF8157+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003 AF8157 AF8157 HISTORY - Date Condition Report By AF8157 HISTORY - 1996 MONUMENTED CADT AF8157 HISTORY - 20031223 GOOD CADT AF8157 AF8157 STATION DESCRIPTION AF8157 AF8157'DESCRIBED BY CALTRANS 1996 (JRL) AF8157'THE STATION IS LOCATED IN A MEADOW ON THE NORTH SIDE OF STATE HIGHWAY AF8157'89, ABOUT 25 MI (40.2 KM) EAST-SOUTHEAST OF MCCLOUD, 18 MI (29.0 KM) AF8157'NORTH OF BURNEY AND 8 MI (12.9 KM) SOUTHEAST OF BARTLE. TO REACH THE AF8157'STATION FROM THE JUNCTION OF STATE HIGHWAYS 89 AND 299, ABOUT 5 MI AF8157'(8.0 KM) NORTHEAST OF BURNEY, GO NORTH ON HIGHWAY 89 FOR 15.21 MI AF8157'(24.48 KM) TO SHASTA COUNTY ROAD A-19 (THE ROAD TO DANA AND MCARTHUR) AF8157'ON THE RIGHT. CONTINUE NORTH ON HIGHWAY 89 FOR 1.38 MI (2.22 KM) TO A AF8157'DIRT ROAD ON THE RIGHT JUST BEFORE A MEADOW ON THE NORTH OF SIDE OF AF8157'HIGHWAY 89. TURN RIGHT AND GO NORTH ON THE DIRT ROAD FOR 50 FT (15.2 AF8157'M) TO A DIRT TRACK ON THE LEFT. TURN LEFT AND GO WEST ON THE DIRT AF8157'TRACK FOR 0.05 MI (0.08 KM) TO THE EDGE OF THE MEADOW. PACK NORTH AF8157'ABOUT 200 FT (61.0 M) TO THE STATION ON THE EDGE OF THE MEADOW. THE AF8157'STATION IS LOCATED AT HIGHWAY 89 POSTMILE 40.17. THE STATION IS A AF8157'SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE AF8157'FLUSH WITH THE GROUND, 78.7 FT (24.0 M) NORTH OF A LONE 8 INCH TWIN AF8157'PINE AND 4.4 FT (1.3 M) SOUTHWEST OF A CARSONITE WITNESS POST. THE AF8157'STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION AF8157'SURVEY. AF8157 AF8157 STATION RECOVERY (2003) AF8157 AF8157'RECOVERY NOTE BY CALTRANS 2003 (JRL) AF8157'THE STATION IS 2.0 M NORTHEAST OF A METAL GUARD POST WITH A SIGN WITH AF8157'A TRIANGLE ON IT. AF8157' AF8157'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION AF8157'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 LU0579 *********************************************************************** LU0579 DESIGNATION - L 335 RESET LU0579 PID - LU0579 LU0579 STATE/COUNTY- CA/SHASTA LU0579 USGS QUAD - LU0579 LU0579 *CURRENT SURVEY CONTROL LU0579 ___________________________________________________________________ LU0579* NAD 83(1998)- 40 28 40.15984(N) 122 36 18.58454(W) ADJUSTED LU0579* NAVD 88 - 283.85 (meters) 931.3 (feet) LEVELING LU0579 ___________________________________________________________________ LU0579 EPOCH DATE - 2004.69 LU0579 X - -2,618,056.061 (meters) COMP LU0579 Y - -4,092,927.645 (meters) COMP LU0579 Z - 4,118,653.087 (meters) COMP LU0579 LAPLACE CORR- -5.52 (seconds) DEFLEC99 LU0579 ELLIP HEIGHT- 255.98 (meters) (09/13/05) GPS OBS LU0579 GEOID HEIGHT- -27.74 (meters) GEOID03 LU0579 LU0579 HORZ ORDER - A LU0579 VERT ORDER - THIRD ? LU0579 ELLP ORDER - FOURTH CLASS I LU0579 LU0579.The horizontal coordinates were established by GPS observations LU0579.and adjusted by the National Geodetic Survey in September 2005. LU0579.This is a SPECIAL STATUS position. See SPECIAL STATUS under the LU0579.DATUM ITEM on the data sheet items page. LU0579.The horizontal coordinates are valid at the epoch date displayed above. LU0579.The epoch date for horizontal control is a decimal equivalence LU0579.of Year/Month/Day. LU0579 LU0579.The orthometric height was determined by differential leveling. LU0579.The vertical network tie was performed by a horz. field party for horz. LU0579.obs reductions. Reset procedures were used to establish the elevation. LU0579 LU0579.The X, Y, and Z were computed from the position and the ellipsoidal ht. LU0579 LU0579.The Laplace correction was computed from DEFLEC99 derived deflections. LU0579 LU0579.The ellipsoidal height was determined by GPS observations LU0579.and is referenced to NAD 83. LU0579 LU0579.The geoid height was determined by GEOID03. LU0579 LU0579; North East Units Scale Factor Converg. LU0579;SPC CA 1 - 627,258.282 1,948,689.673 MT 0.99991397 -0 23 44.5 LU0579;SPC CA 1 - 2,057,929.88 6,393,326.04 sFT 0.99991397 -0 23 44.5 LU0579;UTM 10 - 4,480,867.859 533,467.172 MT 0.99961379 +0 15 22.7 LU0579 LU0579! - Elev Factor x Scale Factor = Combined Factor LU0579!SPC CA 1 - 0.99995985 x 0.99991397 = 0.99987382 LU0579!UTM 10 - 0.99995985 x 0.99961379 = 0.99957365 LU0579 LU0579 SUPERSEDED SURVEY CONTROL LU0579 LU0579 NAD 83(1992)- 40 28 40.15623(N) 122 36 18.57830(W) AD(1991.35) 1 LU0579 ELLIP H (06/17/03) 256.12 (m) GP(1991.35) 4 2 LU0579 NGVD 29 (??/??/??) 283.04 (m) 928.6 (f) RESET 3 LU0579 LU0579.Superseded values are not recommended for survey control. LU0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU0579.See file dsdata.txt to determine how the superseded data were derived. LU0579 LU0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK3346780868(NAD 83) LU0579_MARKER: DB = BENCH MARK DISK LU0579_SETTING: 66 = SET IN ROCK OUTCROP LU0579_SP_SET: ROCK OUTCROP LU0579_STAMPING: L 335 RESET 1951 LU0579_MARK LOGO: CGS LU0579_MAGNETIC: N = NO MAGNETIC MATERIAL LU0579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD LU0579+STABILITY: POSITION/ELEVATION WELL LU0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LU0579+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2003 LU0579 LU0579 HISTORY - Date Condition Report By LU0579 HISTORY - 1951 MONUMENTED CA-093 LU0579 HISTORY - 20010130 GOOD CADT LU0579 HISTORY - 20031223 GOOD CADT LU0579 LU0579 STATION DESCRIPTION LU0579 LU0579'DESCRIBED BY SISKIYOU COUNTY CALIFORNIA 1951 LU0579'0.8 MI NE FROM ONO. LU0579'0.8 MILE NORTHEAST ALONG THE IGO ROAD FROM THE POST OFFICE AT LU0579'ONO, SHASTA COUNTY, NEAR THE MIDDLE OF A SHARP CURVE TO THE EAST, LU0579'86 FEET WEST OF A POLE, 40 FEET NORTH OF THE CENTERLINE OF THE LU0579'ROAD AT SURVEY STATION 237+38, 32 FEET EAST OF A POLE, 33 FEET LU0579'SOUTH OF A FENCE, AND IN THE TOP OF A SANDSTONE OUTCROP. A LU0579'STANDARD DISK, STAMPED L 335 RESET 1951. LU0579 LU0579 STATION RECOVERY (2001) LU0579 LU0579'RECOVERY NOTE BY CALTRANS 2001 (JRL) LU0579'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE LU0579'STATION IS LU0579'LOCATED ON THE NORTH SIDE OF PLATINA ROAD, ABOUT 28 MI (45.1 KM) LU0579'NORTHWEST OF RED BLUFF, LU0579'17 MI (27.4 KM) NORTHEAST OF PLATINA, AND 14 MI (22.5 KM) SOUTHWEST OF LU0579'REDDING. TO REACH LU0579'THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 273 AND CLEAR CREEK LU0579'ROAD, ABOUT 5 LU0579'MI (8.0 KM) SOUTH OF REDDING AND 6 MI (9.7 KM) NORTHWEST OF ANDERSON, LU0579'GO WEST ON CLEAR LU0579'CREEK ROAD FOR 10.3 MI (16.6 KM) TO THE INTERSECTION WITH GAS POINT LU0579'ROAD ON THE LEFT AND LU0579'PLACER ROAD ON THE RIGHT. CONTINUE STRAIGHT AHEAD, WEST, ON PLATINA LU0579'ROAD FOR 2.7 MI (4.3 LU0579'KM) TO JUNKANS ROAD ON THE LEFT. CONTINUE WEST ON PLATINA ROAD FOR LU0579'0.5 MI (0.8 KM) TO THE LU0579'STATION ON THE RIGHT. THE STATION IS 1.0 MI (1.6 KM) EAST OF THE LU0579'INTERSECTION OF PLATINA LU0579'ROAD AND RAINBOW LAKE ROAD IN ONO. THE STATION IS 40.2 FT (12.3 M) LU0579'NORTH OF THE CENTERLINE LU0579'OF PLATINA ROAD, ABOUT 200 FT (61.0 M) WEST-NORTHWEST OF A PRIVATE LU0579'DRIVEWAY NAMED LU0579'NEWSCOTT LANE, 41.0 FT (12.5 M) EAST-SOUTHEAST OF AN ANGLE POINT IN A LU0579'BARBED WIRE FENCE, LU0579'7.0 FT (2.1 M) EAST-SOUTHEAST OF A WHITE CARSONITE WITNESS POST WITH LU0579'AMBER REFLECTOR, 1.3 LU0579'FT (0.4 M) NORTH OF THE BARBED WIRE FENCE, AND ABOUT 6 FT (1.8 M) LU0579'HIGHER THAN THE ROAD. THE LU0579'STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION LU0579'SURVEY. LU0579' LU0579 LU0579 STATION RECOVERY (2003) LU0579 LU0579'RECOVERY NOTE BY CALTRANS 2003 (JRL) LU0579'THE STATION IS 2.1 M EAST OF A WHITE CARSONITE POST WITH AMBER LU0579'REFLECTOR AND 2.3 M NORTH OF A METAL GUARD POST. LU0579' LU0579'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION LU0579'HEIGHT MODERNIZATION PROJECT.