1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KS2024 *********************************************************************** KS2024 DESIGNATION - B 144 RESET KS2024 PID - KS2024 KS2024 STATE/COUNTY- CA/PLUMAS KS2024 USGS QUAD - SPRING GARDEN (1975) KS2024 KS2024 *CURRENT SURVEY CONTROL KS2024 ___________________________________________________________________ KS2024* NAD 83(1986)- 39 55 59. (N) 120 52 19. (W) SCALED KS2024* NAVD 88 - 1067.14 (+/-2cm) 3501.1 (feet) VERTCON KS2024 ___________________________________________________________________ KS2024 GEOID HEIGHT- -23.64 (meters) GEOID99 KS2024 KS2024 VERT ORDER - THIRD (See Below) KS2024 KS2024.The horizontal coordinates were scaled from a topographic map and have KS2024.an estimated accuracy of +/- 6 seconds. KS2024 KS2024.The NAVD 88 height was computed by applying the VERTCON shift value to KS2024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS2024.The vertical order pertains to the superseded datum. KS2024 KS2024.The geoid height was determined by GEOID99. KS2024 KS2024; North East Units Estimated Accuracy KS2024;SPC CA 1 - 567,210. 2,096,420. MT (+/- 180 meters Scaled) KS2024 KS2024 SUPERSEDED SURVEY CONTROL KS2024 KS2024 NGVD 29 - 1066.19 (m) 3498.0 (f) RESET 3 KS2024 KS2024.Superseded values are not recommended for survey control. KS2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS2024.See file dsdata.txt to determine how the superseded data were derived. KS2024 KS2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK818224(NAD 83) KS2024_MARKER: DV = VERTICAL CONTROL DISK KS2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS2024_STAMPING: B 144 RESET 1980 KS2024_MARK LOGO: NGS KS2024_MAGNETIC: N = NO MAGNETIC MATERIAL KS2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS2024+STABILITY: SURFACE MOTION KS2024 KS2024 HISTORY - Date Condition Report By KS2024 HISTORY - 1980 MONUMENTED CADT KS2024 KS2024 STATION DESCRIPTION KS2024 KS2024'DESCRIBED BY CALTRANS 1980 KS2024'4.31 MILES (6.94 KM) EAST ALONG STATE HIGHWAY 70 (U.S. ALTERNATE KS2024'HIGHWAY 40)FROM THE COURTHOUSE AT QUINCY, AT HIGHWAY MILE POST 47.49 KS2024'AND BEING 51.0 FEET (15.5 M) NORTHWEST OF THE HIGHWAY CENTERLINE AND KS2024'20.0 FEET (6.1 M) EAST OF POWER POLE NUMBER A 26 L2 AND 12.0 FEET KS2024'(3.7 M) SOUTHWEST OF A 42 INCH PINE TREE AND 8.0 FEET (2.4 M) KS2024'SOUTHWEST OF A 24 INCH PINE TREE. MARK IS SET IN THE TOP OF A 12 KS2024'INCH DIAMETER CONCRETE CYLINDER WHICH PROJECTS 0.2 FEET (6.1 CM) KS2024'ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KS0525 *********************************************************************** KS0525 DESIGNATION - C 144 RESET KS0525 PID - KS0525 KS0525 STATE/COUNTY- CA/PLUMAS KS0525 USGS QUAD - QUINCY (1994) KS0525 KS0525 *CURRENT SURVEY CONTROL KS0525 ___________________________________________________________________ KS0525* NAD 83(1986)- 39 56 03. (N) 120 54 32. (W) SCALED KS0525* NAVD 88 - 1065.94 (meters) 3497.2 (feet) RESET KS0525 ___________________________________________________________________ KS0525 GEOID HEIGHT- -23.74 (meters) GEOID99 KS0525 KS0525 VERT ORDER - THIRD KS0525 KS0525.The horizontal coordinates were scaled from a topographic map and have KS0525.an estimated accuracy of +/- 6 seconds. KS0525 KS0525.The orthometric height was computed from unverified reset data. KS0525.No vertical observational check was made to the station. KS0525 KS0525.The geoid height was determined by GEOID99. KS0525 KS0525; North East Units Estimated Accuracy KS0525;SPC CA 1 - 567,300. 2,093,260. MT (+/- 180 meters Scaled) KS0525 KS0525 SUPERSEDED SURVEY CONTROL KS0525 KS0525 NGVD 29 - 1064.99 (m) 3494.1 (f) RESET 3 KS0525 KS0525.Superseded values are not recommended for survey control. KS0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0525.See file dsdata.txt to determine how the superseded data were derived. KS0525 KS0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK786225(NAD 83) KS0525_MARKER: DB = BENCH MARK DISK KS0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS0525_STAMPING: C 144 RESET 1974 KS0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0525+STABILITY: SURFACE MOTION KS0525 KS0525 HISTORY - Date Condition Report By KS0525 HISTORY - 1974 MONUMENTED CADT KS0525 HISTORY - 19980402 MARK NOT FOUND NGS KS0525 KS0525 STATION DESCRIPTION KS0525 KS0525'DESCRIBED BY CALTRANS 1974 KS0525'2.1 MI E FROM QUINCY. KS0525'2.13 MILES EAST ALONG STATE HIGHWAY 70 FROM THE COURTHOUSE KS0525'AT QUINCY, AT THE JUNCTION OF REDBERG AVENUE, 75 FEET NORTH OF KS0525'CENTERLINE OF STATE HIGHWAY 70, 57 FEET WEST OF CENTERLINE KS0525'OF REDBERG AVENUE, 14.5 FEET WEST OF A HIGH VOLTAGE POWER KS0525'POLE, SET IN AN 11-INCH CONCRETE CYLINDER PROJECTING 0.2 KS0525'FOOT ABOVE GROUND. A METAL WITNESS POST IS 2 FEET NORTH. KS0525 KS0525 STATION RECOVERY (1998) KS0525 KS0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS) KS0525'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LT0149 *********************************************************************** LT0149 DESIGNATION - CRESCENT LT0149 PID - LT0149 LT0149 STATE/COUNTY- CA/PLUMAS LT0149 USGS QUAD - CRESCENT MILLS (1994) LT0149 LT0149 *CURRENT SURVEY CONTROL LT0149 ___________________________________________________________________ LT0149* NAD 83(1992)- 40 06 30.45668(N) 120 54 28.56345(W) ADJUSTED LT0149* NAVD 88 - 1078.72 (meters) 3539.1 (feet) RESET LT0149 ___________________________________________________________________ LT0149 EPOCH DATE - 1991.35 LT0149 LAPLACE CORR- 0.76 (seconds) DEFLEC99 LT0149 GEOID HEIGHT- -23.49 (meters) GEOID99 LT0149 LT0149 HORZ ORDER - SECOND LT0149 VERT ORDER - THIRD LT0149 LT0149.The horizontal coordinates were established by classical geodetic methods LT0149.and adjusted by the National Geodetic Survey in March 1994. LT0149.The horizontal coordinates are valid at the epoch date displayed above. LT0149.The epoch date for horizontal control is a decimal equivalence LT0149.of Year/Month/Day. LT0149 LT0149.The orthometric height was computed from unverified reset data. LT0149.No vertical observational check was made to the station. LT0149 LT0149.The Laplace correction was computed from DEFLEC99 derived deflections. LT0149 LT0149.The geoid height was determined by GEOID99. LT0149 LT0149; North East Units Scale Converg. LT0149;SPC CA 1 - 586,649.656 2,093,103.202 MT 0.99997445 +0 42 50.7 LT0149;SPC CA 1 - 1,924,699.75 6,867,122.76 sFT 0.99997445 +0 42 50.7 LT0149;SPC CA 2 - 771,630.043 2,093,112.683 MT 1.00007446 +0 41 18.6 LT0149;SPC CA 2 - 2,531,589.57 6,867,153.86 sFT 1.00007446 +0 41 18.6 LT0149;UTM 10 - 4,441,892.987 678,302.058 MT 0.99999138 +1 20 53.3 LT0149 LT0149: Primary Azimuth Mark Grid Az LT0149:SPC CA 1 - CRESCENT AZ CAHD 102 39 18.1 LT0149:SPC CA 2 - CRESCENT AZ CAHD 102 40 50.2 LT0149:UTM 10 - CRESCENT AZ CAHD 102 01 15.5 LT0149 LT0149|---------------------------------------------------------------------| LT0149| PID Reference Object Distance Geod. Az | LT0149| dddmmss.s | LT0149| LT0151 CRESCENT RM 2 11.992 METERS 00201 | LT0149| LT0152 CRESCENT AZ CAHD APPROX. 0.6 KM 1032208.8 | LT0149| LT0150 CRESCENT RM 1 13.772 METERS 20510 | LT0149|---------------------------------------------------------------------| LT0149 LT0149 SUPERSEDED SURVEY CONTROL LT0149 LT0149 NAD 83(1986)- 40 06 30.45888(N) 120 54 28.55936(W) AD(1984.00) 2 LT0149 NAD 27 - 40 06 30.84607(N) 120 54 24.72223(W) AD( ) 2 LT0149 NGVD 29 - 1077.79 (m) 3536.0 (f) RESET 3 LT0149 LT0149.Superseded values are not recommended for survey control. LT0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0149.See file dsdata.txt to determine how the superseded data were derived. LT0149 LT0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK7830241893(NAD 83) LT0149_MARKER: DD = SURVEY DISK LT0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LT0149_STAMPING: CRESCENT 1972 LT0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LT0149+STABILITY: SURFACE MOTION LT0149 LT0149 HISTORY - Date Condition Report By LT0149 HISTORY - 1972 MONUMENTED CADT LT0149 HISTORY - 1972 GOOD CADH LT0149 LT0149 STATION DESCRIPTION LT0149 LT0149'DESCRIBED BY CALTRANS 1972 (WMB) LT0149'THE STATION IS LOCATED ABOUT 3/4 AIRLINE MILE NORTH OF CRESCENT LT0149'MILLS AND 3 AIRLINE MILES SOUTHEAST OF GREENVILLE. LT0149' LT0149'TO REACH THE STATION FROM THE POST OFFICE AT CRESCENT MILLS, LT0149'TRAVEL 0.9 MILE NORTH ON HIGHWAY 89, 100 FEET PAST PAVED COUNTY LT0149'ROAD ON RIGHT TO STATION ON LEFT. LT0149' LT0149'THE STATION IS A STANDARD CALIFORNIA DIVISION OF HIGHWAYS LT0149'3-5/8-INCH DISK, STAMPED CRESCENT 1972, SET IN A CONCRETE MONUMENT LT0149'PROJECTING 4 INCHES ABOVE GROUND. THE STATION IS 40 FEET WEST LT0149'OF THE CENTER OF THE HIGHWAY AND 55 FEET NORTH OF A CHAIN LINK LT0149'FENCE CORNER. LT0149' LT0149'REFERENCE MARK 1 IS A STANDARD CALIFORNIA DIVISION OF HIGHWAYS LT0149'3-5/8-INCH DISK, STAMPED CRESCENT RM NO. 1 1972, SET IN A CONCRETE LT0149'MONUMENT PROJECTING 4 INCHES ABOVE GROUND, 4 FEET EAST OF A CHAIN LT0149'LINK FENCE, AND LEVEL WITH THE STATION. LT0149' LT0149'REFERENCE MARK 2 IS A STANDARD CALIFORNIA DIVISION OF HIGHWAYS LT0149'3-5/8-INCH DISK, STAMPED CRESCENT RM NO. 2 1972, SET IN A CONCRETE LT0149'MONUMENT PROJECTING 4 INCHES ABOVE GROUND, 4 FEET EAST OF A CHAIN LT0149'LINK FENCE, AND 1 FOOT HIGHER THAN THE STATION. LT0149' LT0149'THE AZIMUTH MARK IS A STANDARD CALIFORNIA DIVISION OF HIGHWAYS LT0149'DISK, STAMPED CRESCENT AZIMUTH 1972, SET IN A CONCRETE MONUMENT LT0149'FLUSH WITH GROUND. LT0149' LT0149'TO REACH THE MARK FROM THE POST OFFICE AT CRESCENT MILLS, TRAVEL LT0149'NORTH ON HIGHWAY 89 FOR 0.8 MILE TO PAVED COUNTY ROAD ON LT0149'RIGHT. TURN RIGHT AND PROCEED FOR 0.4 MILE TO THE MARK ON LT0149'RIGHT. THE MARK IS IN A STEEP DRIVEWAY INTO FARMERS FIELD AND 19 LT0149'FEET SOUTH OF THE CENTER OF ROAD. LT0149' LT0149'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS. LT0149 LT0149 STATION RECOVERY (1972) LT0149 LT0149'RECOVERY NOTE BY CA DIV OF HIGHWAYS 1972 LT0149'0.9 MI N FROM CRESCENT MILLS. LT0149'0.9 MILE NORTH ALONG STATE HIGHWAY 89 FROM THE POST OFFICE AT LT0149'CRESCENT MILLS, 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, LT0149'55 FEET NORTH OF A CHAIN LINK FENCE CORNER, ABOUT 100 FEET LT0149'NORTH OF A COUNTY ROAD EAST AND SET IN THE TOP OF A CONCRETE LT0149'POST PROJECTING 4 INCHES ABOVE THE GROUND, 45.18 FEET NORTHEAST LT0149'OF RM 1 AND 39.34 FEET SOUTH OF RM 2. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LT0152 *********************************************************************** LT0152 DESIGNATION - CRESCENT AZ CAHD LT0152 PID - LT0152 LT0152 STATE/COUNTY- CA/PLUMAS LT0152 USGS QUAD - CRESCENT MILLS (1994) LT0152 LT0152 *CURRENT SURVEY CONTROL LT0152 ___________________________________________________________________ LT0152* NAD 83(1992)- 40 06 26.20430(N) 120 54 05.26520(W) ADJUSTED LT0152* NAVD 88 - 1069.44 (meters) 3508.7 (feet) RESET LT0152 ___________________________________________________________________ LT0152 EPOCH DATE - 1991.35 LT0152 LAPLACE CORR- 1.43 (seconds) DEFLEC99 LT0152 GEOID HEIGHT- -23.48 (meters) GEOID99 LT0152 LT0152 HORZ ORDER - SECOND LT0152 VERT ORDER - THIRD LT0152 LT0152.The horizontal coordinates were established by classical geodetic methods LT0152.and adjusted by the National Geodetic Survey in March 1994. LT0152.The horizontal coordinates are valid at the epoch date displayed above. LT0152.The epoch date for horizontal control is a decimal equivalence LT0152.of Year/Month/Day. LT0152 LT0152.The orthometric height was computed from unverified reset data. LT0152.No vertical observational check was made to the station. LT0152 LT0152.The Laplace correction was computed from DEFLEC99 derived deflections. LT0152 LT0152.The geoid height was determined by GEOID99. LT0152 LT0152; North East Units Scale Converg. LT0152;SPC CA 1 - 586,525.408 2,093,656.560 MT 0.99997471 +0 43 05.9 LT0152;SPC CA 1 - 1,924,292.11 6,868,938.23 sFT 0.99997471 +0 43 05.9 LT0152;SPC CA 2 - 771,505.535 2,093,666.041 MT 1.00007409 +0 41 33.3 LT0152;SPC CA 2 - 2,531,181.08 6,868,969.34 sFT 1.00007409 +0 41 33.3 LT0152;UTM 10 - 4,441,774.867 678,856.768 MT 0.99999382 +1 21 08.2 LT0152 LT0152 SUPERSEDED SURVEY CONTROL LT0152 LT0152 NAD 83(1986)- 40 06 26.20659(N) 120 54 05.26104(W) AD(1984.00) 2 LT0152 NAD 27 - 40 06 26.59334(N) 120 54 01.42464(W) AD( ) 2 LT0152 NGVD 29 - 1068.51 (m) 3505.6 (f) RESET 3 LT0152 LT0152.Superseded values are not recommended for survey control. LT0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0152.See file dsdata.txt to determine how the superseded data were derived. LT0152 LT0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK7885741775(NAD 83) LT0152_MARKER: DD = SURVEY DISK LT0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LT0152_STAMPING: CRESCENT AZIMUTH 1972 LT0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LT0152+STABILITY: SURFACE MOTION LT0152 LT0152 HISTORY - Date Condition Report By LT0152 HISTORY - 1972 MONUMENTED CADH LT0152 HISTORY - 1978 SEE DESCRIPTION USGS LT0152 LT0152 STATION DESCRIPTION LT0152 LT0152'DESCRIBED BY CA DIV OF HIGHWAYS 1972 LT0152'1.2 MI NE FROM CRESCENT MILLS. LT0152'0.8 MILE NORTH ALONG STATE HIGHWAY 89 FROM THE POST OFFICE AT LT0152'CRESCENT MILLS, THENCE 0.4 MILE EAST ALONG A ROAD, LOCATED IN LT0152'A STEEP DRIVEWAY TO A FARMERS FIELD, 19 FEET SOUTH OF THE CENTER LT0152'OF THE ROAD SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE LT0152'GROUND. LT0152 LT0152 STATION RECOVERY (1978) LT0152 LT0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (LK) LT0152'FOUND BROKEN PIECES OF CONCRETE IN VICINITY WHERE MONUMENT LT0152'SHOULD BE. LOOKED FOR POST ON BOTH SIDES OF DRIVEWAY, BUT LT0152'SEARCH WAS IN VAIN. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LT0150 *********************************************************************** LT0150 DESIGNATION - CRESCENT RM 1 LT0150 PID - LT0150 LT0150 STATE/COUNTY- CA/PLUMAS LT0150 USGS QUAD - CRESCENT MILLS (1994) LT0150 LT0150 *CURRENT SURVEY CONTROL LT0150 ___________________________________________________________________ LT0150* NAD 83(1986)- 40 06 29. (N) 120 54 28. (W) SCALED LT0150* NAVD 88 - 1078.78 (meters) 3539.3 (feet) RESET LT0150 ___________________________________________________________________ LT0150 GEOID HEIGHT- -23.49 (meters) GEOID99 LT0150 LT0150 VERT ORDER - THIRD LT0150 LT0150.The horizontal coordinates were scaled from a topographic map and have LT0150.an estimated accuracy of +/- 6 seconds. LT0150 LT0150.The orthometric height was computed from unverified reset data. LT0150.No vertical observational check was made to the station. LT0150 LT0150.The geoid height was determined by GEOID99. LT0150 LT0150; North East Units Estimated Accuracy LT0150;SPC CA 1 - 586,610. 2,093,120. MT (+/- 180 meters Scaled) LT0150 LT0150 SUPERSEDED SURVEY CONTROL LT0150 LT0150 NGVD 29 - 1077.85 (m) 3536.2 (f) RESET 3 LT0150 LT0150.Superseded values are not recommended for survey control. LT0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0150.See file dsdata.txt to determine how the superseded data were derived. LT0150 LT0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK783418(NAD 83) LT0150_MARKER: DD = SURVEY DISK LT0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LT0150_STAMPING: CRESCENT RM NO 1 1972 LT0150_MARK LOGO: CADH LT0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LT0150+STABILITY: SURFACE MOTION LT0150 LT0150 HISTORY - Date Condition Report By LT0150 HISTORY - 1972 MONUMENTED CADH LT0150 LT0150 STATION DESCRIPTION LT0150 LT0150'DESCRIBED BY CA DIV OF HIGHWAYS 1972 LT0150'0.9 MI N FROM CRESCENT MILLS. LT0150'0.9 MILE NORTH ALONG STATE HIGHWAY 89 FROM THE POST OFFICE AT LT0150'CRESCENT MILLS, 45.18 FEET SOUTHWEST OF THE STATION, 4 FEET LT0150'EAST OF A CHAIN LINK FENCE AND SET IN THE TOP OF A CONCRETE LT0150'POST PROJECTING 4 INCHES AND ABOUT LEVEL WITH THE STATION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LT0151 *********************************************************************** LT0151 DESIGNATION - CRESCENT RM 2 LT0151 PID - LT0151 LT0151 STATE/COUNTY- CA/PLUMAS LT0151 USGS QUAD - CRESCENT MILLS (1994) LT0151 LT0151 *CURRENT SURVEY CONTROL LT0151 ___________________________________________________________________ LT0151* NAD 83(1986)- 40 06 29. (N) 120 54 28. (W) SCALED LT0151* NAVD 88 - 1079.10 (meters) 3540.3 (feet) RESET LT0151 ___________________________________________________________________ LT0151 GEOID HEIGHT- -23.49 (meters) GEOID99 LT0151 LT0151 VERT ORDER - THIRD LT0151 LT0151.The horizontal coordinates were scaled from a topographic map and have LT0151.an estimated accuracy of +/- 6 seconds. LT0151 LT0151.The orthometric height was computed from unverified reset data. LT0151.No vertical observational check was made to the station. LT0151 LT0151.The geoid height was determined by GEOID99. LT0151 LT0151; North East Units Estimated Accuracy LT0151;SPC CA 1 - 586,610. 2,093,120. MT (+/- 180 meters Scaled) LT0151 LT0151 SUPERSEDED SURVEY CONTROL LT0151 LT0151 NGVD 29 - 1078.17 (m) 3537.3 (f) RESET 3 LT0151 LT0151.Superseded values are not recommended for survey control. LT0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0151.See file dsdata.txt to determine how the superseded data were derived. LT0151 LT0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK783418(NAD 83) LT0151_MARKER: DD = SURVEY DISK LT0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LT0151_STAMPING: CRESCENT RM NO 2 1972 LT0151_MARK LOGO: CADH LT0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LT0151+STABILITY: SURFACE MOTION LT0151 LT0151 HISTORY - Date Condition Report By LT0151 HISTORY - 1972 MONUMENTED CADH LT0151 LT0151 STATION DESCRIPTION LT0151 LT0151'DESCRIBED BY CA DIV OF HIGHWAYS 1972 LT0151'0.9 MI N FROM CRESCENT MILLS. LT0151'0.9 MILE NORTH ALONG STATE HIGHWAY 89 FROM THE POST OFFICE AT LT0151'CRESCENT MILLS, 39.34 FEET NORTH OF THE STATION, 4 FEET EAST OF LT0151'A CHAIN LINK FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING LT0151'4 INCHES AND ABOUT LEVEL WITH THE STATION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LT0155 *********************************************************************** LT0155 DESIGNATION - DIXIE LT0155 PID - LT0155 LT0155 STATE/COUNTY- CA/PLUMAS LT0155 USGS QUAD - CRESCENT MILLS (1994) LT0155 LT0155 *CURRENT SURVEY CONTROL LT0155 ___________________________________________________________________ LT0155* NAD 83(1992)- 40 04 38.57702(N) 120 56 10.30106(W) ADJUSTED LT0155* NAVD 88 - 1094.35 (meters) 3590.4 (feet) RESET LT0155 ___________________________________________________________________ LT0155 EPOCH DATE - 1991.35 LT0155 LAPLACE CORR- 3.08 (seconds) DEFLEC99 LT0155 GEOID HEIGHT- -23.57 (meters) GEOID99 LT0155 LT0155 HORZ ORDER - SECOND LT0155 VERT ORDER - THIRD LT0155 LT0155.The horizontal coordinates were established by classical geodetic methods LT0155.and adjusted by the National Geodetic Survey in March 1994. LT0155.The horizontal coordinates are valid at the epoch date displayed above. LT0155.The epoch date for horizontal control is a decimal equivalence LT0155.of Year/Month/Day. LT0155 LT0155.The orthometric height was computed from unverified reset data. LT0155.No vertical observational check was made to the station. LT0155 LT0155.The Laplace correction was computed from DEFLEC99 derived deflections. LT0155 LT0155.The geoid height was determined by GEOID99. LT0155 LT0155; North East Units Scale Converg. LT0155;SPC CA 1 - 583,169.593 2,090,735.892 MT 0.99998141 +0 41 44.2 LT0155;SPC CA 1 - 1,913,282.24 6,859,356.01 sFT 0.99998141 +0 41 44.2 LT0155;SPC CA 2 - 768,150.703 2,090,743.623 MT 1.00006488 +0 40 14.5 LT0155;SPC CA 2 - 2,520,174.43 6,859,381.37 sFT 1.00006488 +0 40 14.5 LT0155;UTM 10 - 4,438,386.922 675,973.366 MT 0.99998122 +1 19 44.6 LT0155 LT0155: Primary Azimuth Mark Grid Az LT0155:SPC CA 1 - MOCCASIN 108 57 39.4 LT0155:SPC CA 2 - MOCCASIN 108 59 09.1 LT0155:UTM 10 - MOCCASIN 108 19 39.0 LT0155 LT0155|---------------------------------------------------------------------| LT0155| PID Reference Object Distance Geod. Az | LT0155| dddmmss.s | LT0155| LT0550 MOCCASIN APPROX. 1.5 KM 1093923.6 | LT0155| DB7192 DIXIE RM 1 10.077 METERS 17942 | LT0155| DB7193 DIXIE RM 2 11.136 METERS 25018 | LT0155|---------------------------------------------------------------------| LT0155 LT0155 SUPERSEDED SURVEY CONTROL LT0155 LT0155 NAD 83(1986)- 40 04 38.57816(N) 120 56 10.29671(W) AD(1984.00) 2 LT0155 NAD 27 - 40 04 38.96667(N) 120 56 06.45928(W) AD( ) 2 LT0155 NGVD 29 - 1093.41 (m) 3587.3 (f) RESET 3 LT0155 LT0155.Superseded values are not recommended for survey control. LT0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0155.See file dsdata.txt to determine how the superseded data were derived. LT0155 LT0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK7597338387(NAD 83) LT0155_MARKER: DD = SURVEY DISK LT0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LT0155_STAMPING: DIXIE 1972 LT0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LT0155+STABILITY: SURFACE MOTION LT0155 LT0155 HISTORY - Date Condition Report By LT0155 HISTORY - 1972 MONUMENTED CADT LT0155 HISTORY - 1972 GOOD CADH LT0155 HISTORY - 1978 GOOD USGS LT0155 LT0155 STATION DESCRIPTION LT0155 LT0155'DESCRIBED BY CALTRANS 1972 (WMB) LT0155'THE STATION IS LOCATED ON TOP OF RIDGE EAST OF DIXIE CREEK AND LT0155'ABOUT 1-3/4 AIRLINE MILES SOUTHWEST OF CRESCENT MILLS. LT0155' LT0155'TO REACH THE STATION FROM THE POST OFFICE AT CRESCENT MILLS, LT0155'TRAVEL SOUTH ON HIGHWAY 89 FOR 2.1 MILES TO DIRT ROAD ON RIGHT LT0155'(DIXIE CANYON ROAD). TURN RIGHT AND PROCEED APPROXIMATELY 300 LT0155'FEET TO END OF TRUCK TRAVEL. PACK UP RIDGE IN NORTHEAST LT0155'DIRECTION ABOUT 300 FEET TO TOP OF RIDGE AND STATION. (FOUR LT0155'WHEEL DRIVE VEHICLES MAY BE DRIVEN TO STATION.) LT0155' LT0155'THE STATION IS A STANDARD CALIFORNIA DIVISION OF HIGHWAYS LT0155'3-5/8-INCH DISK, STAMPED DIXIE 1972, SET IN A CONCRETE MONUMENT LT0155'PROJECTING 4 INCHES ABOVE GROUND. THE STATION IS APPROXIMATELY LT0155'70 FEET HIGHER THAN THE HIGHWAY AND 20 FEET NORTHEAST OF A 2-WIRE LT0155'POLE LINE. LT0155' LT0155'REFERENCE MARK 1 IS A STANDARD CALIFORNIA DIVISION OF HIGHWAYS LT0155'3-5/8-INCH DISK, STAMPED DIXIE RM NO. 1 1972, SET IN A CONCRETE LT0155'MONUMENT PROJECTING 4 INCHES ABOVE GROUND AND 8 FEET LOWER THAN LT0155'THE STATION. LT0155' LT0155'REFERENCE MARK 2 IS A STANDARD CALIFORNIA DIVISION OF HIGHWAYS LT0155'3-5/8-INCH DISK, STAMPED DIXIE RM NO. 2 1972, SET IN A CONCRETE LT0155'MONUMENT PROJECTING 4 INCHES ABOVE GROUND AND 6 FEET LOWER THAN LT0155'THE STATION. LT0155' LT0155'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS. LT0155 LT0155 STATION RECOVERY (1972) LT0155 LT0155'RECOVERY NOTE BY CA DIV OF HIGHWAYS 1972 LT0155'2.2 MI SW FROM CRESCENT MILLS. LT0155'LOCATED ON TOP OF A RIDGE ON THE EAST SIDE OF DIXIE CREEK, 2.1 LT0155'MILES SOUTH ALONG STATE HIGHWAY 89 FROM THE POST OFFICE AT LT0155'CRESCENT MILLS, THENCE ABOUT 0.1 MILE TO THE RIGHT TO THE TOP LT0155'OF THE RIDGE, 20 FEET NORTHEAST OF A TELEPHONE LINE WITH TWO LT0155'WIRES, ABOUT 70 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF LT0155'A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND. LT0155 LT0155 STATION RECOVERY (1978) LT0155 LT0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (LK) LT0155'LOCATED ON THE SOUTH SLOPE OF A RIDGE, 2.1 MI SOUTH ALONG STATE LT0155'HWY. 89 FROM THE POST OFFICE AT CRESCENT MILLS, THENCE 0.1 MI TO LT0155'THE RIGHT AND TO THE TOP OF THE RIDGE, ALONG THE TIMBER CUT OF LT0155'THE RIGHT OF WAY OF AN OLD POWER LINE, ABOUT 70 FEET ABOVE THE LT0155'HWY. AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES LT0155'ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KS0065 *********************************************************************** KS0065 DESIGNATION - H 143 RESET KS0065 PID - KS0065 KS0065 STATE/COUNTY- CA/PLUMAS KS0065 USGS QUAD - PORTOLA (1994) KS0065 KS0065 *CURRENT SURVEY CONTROL KS0065 ___________________________________________________________________ KS0065* NAD 83(1986)- 39 49 12. (N) 120 23 17. (W) SCALED KS0065* NAVD 88 - 1488.59 (meters) 4883.8 (feet) RESET KS0065 ___________________________________________________________________ KS0065 GEOID HEIGHT- -23.27 (meters) GEOID99 KS0065 KS0065 VERT ORDER - THIRD KS0065 KS0065.The horizontal coordinates were scaled from a topographic map and have KS0065.an estimated accuracy of +/- 6 seconds. KS0065 KS0065.The orthometric height was computed from unverified reset data. KS0065 KS0065.The geoid height was determined by GEOID99. KS0065 KS0065; North East Units Estimated Accuracy KS0065;SPC CA 1 - 555,310. 2,138,010. MT (+/- 180 meters Scaled) KS0065 KS0065 SUPERSEDED SURVEY CONTROL KS0065 KS0065 NGVD 29 - 1487.54 (m) 4880.4 (f) RESET 3 KS0065 KS0065.Superseded values are not recommended for survey control. KS0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0065.See file dsdata.txt to determine how the superseded data were derived. KS0065 KS0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGK235110(NAD 83) KS0065_MARKER: DB = BENCH MARK DISK KS0065_SETTING: 35 = BRIDGE DECK KS0065_STAMPING: H 143 RESET 1968 KS0065_MARK LOGO: CGS KS0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0065+STABILITY: SURFACE MOTION KS0065 KS0065 HISTORY - Date Condition Report By KS0065 HISTORY - 1968 MONUMENTED CADH KS0065 KS0065 STATION DESCRIPTION KS0065 KS0065'DESCRIBED BY CA DIV OF HIGHWAYS 1968 KS0065'5 MI ESE FROM PORTOLA. KS0065'THE NEW MARK IS 4.4 MILES EAST ALONG STATE HIGHWAY 70 FROM KS0065'PORTOLA, 0.7 MILE WEST OF BECKWOURTH, AT THE JUNCTION OF STATE KS0065'HIGHWAY 70 AND COUNTY ROAD A 23 TO CALPINE, THENCE 0.1 MILE TO KS0065'THE BRIDGE ACROSS MIDDLE FORK OF FEATHER RIVER. IS IS A STANDARD KS0065'C AND GS BENCH MARK DISK STAMPED H 143 RESET 1968 AND SET IN THE KS0065'SOUTHEAST CORNER OF THE BRIDGE OVER THE SOUTH ABUTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LT0163 *********************************************************************** LT0163 DESIGNATION - J 144 RESET 1962 LT0163 PID - LT0163 LT0163 STATE/COUNTY- CA/PLUMAS LT0163 USGS QUAD - CRESCENT MILLS (1994) LT0163 LT0163 *CURRENT SURVEY CONTROL LT0163 ___________________________________________________________________ LT0163* NAD 83(1986)- 40 00 42. (N) 120 57 58. (W) SCALED LT0163* NAVD 88 - 956.92 (meters) 3139.5 (feet) RESET LT0163 ___________________________________________________________________ LT0163 GEOID HEIGHT- -23.83 (meters) GEOID99 LT0163 LT0163 VERT ORDER - THIRD LT0163 LT0163.The horizontal coordinates were scaled from a topographic map and have LT0163.an estimated accuracy of +/- 6 seconds. LT0163 LT0163.The orthometric height was computed from unverified reset data. LT0163 LT0163.The geoid height was determined by GEOID99. LT0163 LT0163; North East Units Estimated Accuracy LT0163;SPC CA 1 - 575,840. 2,088,270. MT (+/- 180 meters Scaled) LT0163 LT0163 SUPERSEDED SURVEY CONTROL LT0163 LT0163 NGVD 29 - 956.00 (m) 3136.5 (f) RESET 3 LT0163 LT0163.Superseded values are not recommended for survey control. LT0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0163.See file dsdata.txt to determine how the superseded data were derived. LT0163 LT0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK735310(NAD 83) LT0163_MARKER: DD = SURVEY DISK LT0163_SETTING: 66 = SET IN ROCK OUTCROP LT0163_STAMPING: J 144 RESET 1962 LT0163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD LT0163+STABILITY: POSITION/ELEVATION WELL LT0163 LT0163 HISTORY - Date Condition Report By LT0163 HISTORY - 1962 MONUMENTED CADH LT0163 LT0163 STATION DESCRIPTION LT0163 LT0163'DESCRIBED BY CA DIV OF HIGHWAYS 1962 LT0163'AT KEDDIE. LT0163'THIS MARK IS LOCATED NEAR KEDDIE, PLUMAS COUNTY, ON STATE HIGHWAY LT0163'24, NEAR THE JUNCTION OF A SIDE ROAD LEADING TO KEDDIE, 200 FEET LT0163'SOUTH AND 47 FEET WEST OF THE CENTERLINE OF HIGHWAY AT THE LT0163'JUNCTION, IN A ROCK LEDGE ABOUT 1 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LT0167 *********************************************************************** LT0167 DESIGNATION - K 144 RESET 1957 LT0167 PID - LT0167 LT0167 STATE/COUNTY- CA/PLUMAS LT0167 USGS QUAD - CRESCENT MILLS (1994) LT0167 LT0167 *CURRENT SURVEY CONTROL LT0167 ___________________________________________________________________ LT0167* NAD 83(1986)- 40 02 18. (N) 120 58 34. (W) SCALED LT0167* NAVD 88 - 886.86 (meters) 2909.6 (feet) RESET LT0167 ___________________________________________________________________ LT0167 GEOID HEIGHT- -23.78 (meters) GEOID99 LT0167 LT0167 VERT ORDER - THIRD LT0167 LT0167.The horizontal coordinates were scaled from a topographic map and have LT0167.an estimated accuracy of +/- 6 seconds. LT0167 LT0167.The orthometric height was computed from unverified reset data. LT0167 LT0167.The geoid height was determined by GEOID99. LT0167 LT0167; North East Units Estimated Accuracy LT0167;SPC CA 1 - 578,790. 2,087,380. MT (+/- 180 meters Scaled) LT0167 LT0167 SUPERSEDED SURVEY CONTROL LT0167 LT0167 NGVD 29 - 885.95 (m) 2906.7 (f) RESET 3 LT0167 LT0167.Superseded values are not recommended for survey control. LT0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0167.See file dsdata.txt to determine how the superseded data were derived. LT0167 LT0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK726339(NAD 83) LT0167_MARKER: DD = SURVEY DISK LT0167_SETTING: 36 = ABUTMENT LT0167_STAMPING: K 144 RESET 1957 LT0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LT0167 LT0167 HISTORY - Date Condition Report By LT0167 HISTORY - 1957 MONUMENTED CA-063 LT0167 LT0167 STATION DESCRIPTION LT0167 LT0167'DESCRIBED BY PLUMAS COUNTY CALIFORNIA 1957 LT0167'AT PAXTON. LT0167'AT PAXTON, AT THE HIGHWAY BRIDGE OVER FEATHER RIVER, AND IN THE TOP LT0167'OF THE NORTH END OF THE EAST ABUTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KS2025 *********************************************************************** KS2025 DESIGNATION - N 1107 RESET KS2025 PID - KS2025 KS2025 STATE/COUNTY- CA/PLUMAS KS2025 USGS QUAD - ONION VALLEY (1994) KS2025 KS2025 *CURRENT SURVEY CONTROL KS2025 ___________________________________________________________________ KS2025* NAD 83(1986)- 39 47 27. (N) 120 53 25. (W) SCALED KS2025* NAVD 88 - 1921.18 (+/-2cm) 6303.1 (feet) VERTCON KS2025 ___________________________________________________________________ KS2025 GEOID HEIGHT- -23.48 (meters) GEOID99 KS2025 KS2025 VERT ORDER - THIRD (See Below) KS2025 KS2025.The horizontal coordinates were scaled from a topographic map and have KS2025.an estimated accuracy of +/- 6 seconds. KS2025 KS2025.The NAVD 88 height was computed by applying the VERTCON shift value to KS2025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KS2025.The vertical order pertains to the superseded datum. KS2025 KS2025.The geoid height was determined by GEOID99. KS2025 KS2025; North East Units Estimated Accuracy KS2025;SPC CA 1 - 551,400. 2,095,060. MT (+/- 180 meters Scaled) KS2025 KS2025 SUPERSEDED SURVEY CONTROL KS2025 KS2025 NGVD 29 - 1920.08 (m) 6299.5 (f) RESET 3 KS2025 KS2025.Superseded values are not recommended for survey control. KS2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS2025.See file dsdata.txt to determine how the superseded data were derived. KS2025 KS2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK806066(NAD 83) KS2025_MARKER: DV = VERTICAL CONTROL DISK KS2025_SETTING: 66 = SET IN ROCK OUTCROP KS2025_STAMPING: N 1107 RESET 1979 KS2025_MARK LOGO: NGS KS2025_MAGNETIC: N = NO MAGNETIC MATERIAL KS2025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD KS2025+STABILITY: POSITION/ELEVATION WELL KS2025 KS2025 HISTORY - Date Condition Report By KS2025 HISTORY - 1980 MONUMENTED USFS KS2025 KS2025 STATION DESCRIPTION KS2025 KS2025'DESCRIBED BY US FOREST SERVICE 1980 KS2025'12.3 MILES (19.8 KM) NORTHEAST ALONG THE LA PORTE-QUINCY ROAD FROM KS2025'THE POST OFFICE IN LA PORTE, 0.6 MILE (1.0 KM) SOUTHWEST OF THE KS2025'CROSSING OF ONION VALLEY CREEK, PROJECTS ABOUT 54.5 FEET (16.6 M) KS2025'ABOVE GRADE OF NEW PROPOSED ROAD, 69.0 FEET (21.0 M) NORTHEAST OF THE KS2025'CENTER LINE OF THE ROAD, AND ABOUT 4 FEET (1.2 M) HIGHER THAN THE KS2025'ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KS0527 *********************************************************************** KS0527 DESIGNATION - R 1104 RESET KS0527 PID - KS0527 KS0527 STATE/COUNTY- CA/PLUMAS KS0527 USGS QUAD - QUINCY (1994) KS0527 KS0527 *CURRENT SURVEY CONTROL KS0527 ___________________________________________________________________ KS0527* NAD 83(1986)- 39 56 05. (N) 120 55 29. (W) SCALED KS0527* NAVD 88 - 1079.44 (meters) 3541.5 (feet) RESET KS0527 ___________________________________________________________________ KS0527 GEOID HEIGHT- -23.77 (meters) GEOID99 KS0527 KS0527 VERT ORDER - THIRD KS0527 KS0527.The horizontal coordinates were scaled from a topographic map and have KS0527.an estimated accuracy of +/- 6 seconds. KS0527 KS0527.The orthometric height was computed from unverified reset data. KS0527.No vertical observational check was made to the station. KS0527 KS0527.The geoid height was determined by GEOID99. KS0527 KS0527; North East Units Estimated Accuracy KS0527;SPC CA 1 - 567,340. 2,091,910. MT (+/- 180 meters Scaled) KS0527 KS0527 SUPERSEDED SURVEY CONTROL KS0527 KS0527 NGVD 29 - 1078.48 (m) 3538.3 (f) RESET 3 KS0527 KS0527.Superseded values are not recommended for survey control. KS0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0527.See file dsdata.txt to determine how the superseded data were derived. KS0527 KS0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK773225(NAD 83) KS0527_MARKER: DV = VERTICAL CONTROL DISK KS0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS0527_STAMPING: R 1104 RESET 1974 KS0527_MARK LOGO: NGS KS0527_MAGNETIC: N = NO MAGNETIC MATERIAL KS0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0527+STABILITY: SURFACE MOTION KS0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS0527+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1998 KS0527 KS0527 HISTORY - Date Condition Report By KS0527 HISTORY - 1974 MONUMENTED CADT KS0527 HISTORY - 19980402 GOOD NGS KS0527 KS0527 STATION DESCRIPTION KS0527 KS0527'DESCRIBED BY CALTRANS 1974 KS0527'1.4 MI E FROM QUINCY. KS0527'1.37 MILES EAST ALONG STATE HIGHWAY 70 FROM THE COURTHOUSE KS0527'AT QUINCY, TO A ROAD CONNECTION ON THE RIGHT. CONTINUE EAST KS0527'ON STATE HIGHWAY 70 FOR 290 FEET, 69 FEET NORTH OF CENTERLINE KS0527'OF HIGHWAY, 24 FEET SOUTH OF GROUP OF 8-INCH BLACK OAKS, 19 KS0527'FEET NORTHWEST OF END OF CONCRETE CURB, 88 FEET EAST OF HIGH KS0527'VOLTAGE POWER POLE. SET IN AN 11-INCH CONCRETE CYLINDER PROJECTING KS0527'0.3 FOOT ABOVE GROUND. A METAL WITNESS POST 2 FEET NORTH. KS0527 KS0527 STATION RECOVERY (1998) KS0527 KS0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS) KS0527'2.3 KM (1.40 MI) EASTERLY ALONG STATE HIGHWAY 70 AND 89 FROM THE KS0527'COURTHOUSE IN QUINCY, 20.7 M (67.9 FT) WEST OF THE SOUTHWEST CORNER OF KS0527'THE HILLTOP CAFE, 15.2 M (49.9 FT) NORTH OF THE CENTERLINE OF THE KS0527'WESTBOUND LANES OF THE HIGHWAY, 5.0 M (16.4 FT) NORTH-NORTHEAST OF KS0527'UTILITY LIGHT POLE NUMBER 990, 0.9 M (3.0 FT) NORTH OF A METAL GUARD KS0527'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT KS0527'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KS0522 *********************************************************************** KS0522 DESIGNATION - S 1104 RESET KS0522 PID - KS0522 KS0522 STATE/COUNTY- CA/PLUMAS KS0522 USGS QUAD - QUINCY (1994) KS0522 KS0522 *CURRENT SURVEY CONTROL KS0522 ___________________________________________________________________ KS0522* NAD 83(1986)- 39 56 04. (N) 120 53 00. (W) SCALED KS0522* NAVD 88 - 1072.88 (meters) 3519.9 (feet) RESET KS0522 ___________________________________________________________________ KS0522 GEOID HEIGHT- -23.68 (meters) GEOID99 KS0522 KS0522 VERT ORDER - THIRD KS0522 KS0522.The horizontal coordinates were scaled from a topographic map and have KS0522.an estimated accuracy of +/- 6 seconds. KS0522 KS0522.The orthometric height was computed from unverified reset data. KS0522.No vertical observational check was made to the station. KS0522 KS0522.The geoid height was determined by GEOID99. KS0522 KS0522; North East Units Estimated Accuracy KS0522;SPC CA 1 - 567,360. 2,095,450. MT (+/- 180 meters Scaled) KS0522 KS0522 SUPERSEDED SURVEY CONTROL KS0522 KS0522 NGVD 29 - 1071.93 (m) 3516.8 (f) RESET 3 KS0522 KS0522.Superseded values are not recommended for survey control. KS0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0522.See file dsdata.txt to determine how the superseded data were derived. KS0522 KS0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK808226(NAD 83) KS0522_MARKER: DV = VERTICAL CONTROL DISK KS0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS0522_STAMPING: S 1104 RESET 1974 KS0522_MARK LOGO: NGS KS0522_MAGNETIC: N = NO MAGNETIC MATERIAL KS0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0522+STABILITY: SURFACE MOTION KS0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS0522+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1998 KS0522 KS0522 HISTORY - Date Condition Report By KS0522 HISTORY - 1975 MONUMENTED CADT KS0522 HISTORY - 19980402 GOOD NGS KS0522 KS0522 STATION DESCRIPTION KS0522 KS0522'DESCRIBED BY CALTRANS 1975 KS0522'3.7 MI E FROM QUINCY. KS0522'3.7 MILES EAST ALONG HIGHWAY 70 FROM THE COURTHOUSE AT QUINCY, KS0522'AT THE OFFSET JUNCTION OF AN ASPHALT ROAD LEADING NORTH AND KS0522'QUINCY-LA PORTE ROAD LEADING SOUTH, IN THE TOP OF A 10 IN KS0522'CONCRETE POST PROJECTING 0.10 FEET, 86.5 FEET NORTH OF THE KS0522'CENTERLINE OF THE HIGHWAY, 45 FEET NORTHWEST OF SIDE ROAD, KS0522'AND 6 FEET HIGHER THAN THE HIGHWAY. KS0522 KS0522 STATION RECOVERY (1998) KS0522 KS0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS) KS0522'5.7 KM (3.55 MI) EASTERLY ALONG STATE HIGHWAY 70 AND 89 FROM THE KS0522'COURTHOUSE IN QUINCY, 25.4 M (83.3 FT) NORTHEAST OF THE HIGHWAY KS0522'CENTERLINE, 18.8 M (61.7 FT) NORTHWEST OF THE CENTER OF A PAVED ROAD, KS0522'5.0 M (16.4 FT) WEST OF THE CENTER OF A DRIVEWAY, 1.5 M (4.9 FT) ABOVE KS0522'THE LEVEL OF THE HIGHWAY. 0.8 M (2.6 FT) SOUTH OF A WITNESS POST, AND KS0522'THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KS0596 *********************************************************************** KS0596 DESIGNATION - TOBIN AZ CAHD KS0596 PID - KS0596 KS0596 STATE/COUNTY- CA/PLUMAS KS0596 USGS QUAD - STORRIE (1994) KS0596 KS0596 *CURRENT SURVEY CONTROL KS0596 ___________________________________________________________________ KS0596* NAD 83(1992)- 39 56 18.12293(N) 121 18 47.99535(W) ADJUSTED KS0596* NAVD 88 - 603.58 (meters) 1980.2 (feet) RESET KS0596 ___________________________________________________________________ KS0596 EPOCH DATE - 1991.35 KS0596 LAPLACE CORR- 6.06 (seconds) DEFLEC99 KS0596 GEOID HEIGHT- -24.38 (meters) GEOID99 KS0596 KS0596 HORZ ORDER - SECOND KS0596 VERT ORDER - THIRD KS0596 KS0596.The horizontal coordinates were established by classical geodetic methods KS0596.and adjusted by the National Geodetic Survey in March 1994. KS0596.The horizontal coordinates are valid at the epoch date displayed above. KS0596.The epoch date for horizontal control is a decimal equivalence KS0596.of Year/Month/Day. KS0596 KS0596.The orthometric height was computed from unverified reset data. KS0596 KS0596.The Laplace correction was computed from DEFLEC99 derived deflections. KS0596 KS0596.The geoid height was determined by GEOID99. KS0596 KS0596; North East Units Scale Converg. KS0596;SPC CA 1 - 567,413.281 2,058,690.253 MT 1.00001609 +0 26 56.4 KS0596;SPC CA 1 - 1,861,588.41 6,754,219.61 sFT 1.00001609 +0 26 56.4 KS0596;SPC CA 2 - 752,405.120 2,058,690.858 MT 1.00002568 +0 25 58.5 KS0596;SPC CA 2 - 2,468,515.80 6,754,221.59 sFT 1.00002568 +0 25 58.5 KS0596;UTM 10 - 4,422,278.530 644,106.531 MT 0.99985566 +1 04 58.7 KS0596 KS0596 SUPERSEDED SURVEY CONTROL KS0596 KS0596 NAD 83(1986)- 39 56 18.12010(N) 121 18 47.98976(W) AD(1984.00) 2 KS0596 NAD 27 - 39 56 18.53000(N) 121 18 44.11472(W) AD( ) 2 KS0596 NGVD 29 - 602.77 (m) 1977.6 (f) RESET 3 KS0596 KS0596.Superseded values are not recommended for survey control. KS0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0596.See file dsdata.txt to determine how the superseded data were derived. KS0596 KS0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK4410722279(NAD 83) KS0596_MARKER: DE = TRAVERSE STATION DISK KS0596_SETTING: 30 = CULVERT KS0596_STAMPING: TOBIN AZIMUTH 1972 KS0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KS0596 KS0596 HISTORY - Date Condition Report By KS0596 HISTORY - 1972 MONUMENTED CADH KS0596 HISTORY - 1972 GOOD NGS KS0596 KS0596 STATION DESCRIPTION KS0596 KS0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 KS0596'7.5 MI SW FROM BELDEN. KS0596'0.2 MILE EAST OF BRIDGE 9-04 OVER THE FEATHER RIVER AT TOBIN, KS0596'SET IN THE TOP OF THE NORTH HEADWALL OF A CULVERT AND 16 FEET KS0596'NORTH OF THE CENTER LINE OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LT0307 *********************************************************************** LT0307 DESIGNATION - VIRGILIA AZ MK LT0307 PID - LT0307 LT0307 STATE/COUNTY- CA/PLUMAS LT0307 USGS QUAD - TWAIN (1994) LT0307 LT0307 *CURRENT SURVEY CONTROL LT0307 ___________________________________________________________________ LT0307* NAD 83(1992)- 40 01 01.12256(N) 121 05 39.84321(W) ADJUSTED LT0307* NAVD 88 - 858.50 (meters) 2816.6 (feet) RESET LT0307 ___________________________________________________________________ LT0307 EPOCH DATE - 1991.35 LT0307 LAPLACE CORR- -0.28 (seconds) DEFLEC99 LT0307 GEOID HEIGHT- -23.92 (meters) GEOID99 LT0307 LT0307 HORZ ORDER - SECOND LT0307 VERT ORDER - THIRD LT0307 LT0307.The horizontal coordinates were established by classical geodetic methods LT0307.and adjusted by the National Geodetic Survey in March 1994. LT0307.The horizontal coordinates are valid at the epoch date displayed above. LT0307.The epoch date for horizontal control is a decimal equivalence LT0307.of Year/Month/Day. LT0307 LT0307.The orthometric height was computed from unverified reset data. LT0307 LT0307.The Laplace correction was computed from DEFLEC99 derived deflections. LT0307 LT0307.The geoid height was determined by GEOID99. LT0307 LT0307; North East Units Scale Converg. LT0307;SPC CA 1 - 576,311.392 2,077,311.741 MT 0.99999577 +0 35 31.8 LT0307;SPC CA 1 - 1,890,781.63 6,815,313.60 sFT 0.99999577 +0 35 31.8 LT0307;SPC CA 2 - 761,297.443 2,077,315.808 MT 1.00004712 +0 34 15.4 LT0307;SPC CA 2 - 2,497,690.03 6,815,326.95 sFT 1.00004712 +0 34 15.4 LT0307;UTM 10 - 4,431,380.983 662,626.327 MT 0.99992559 +1 13 32.1 LT0307 LT0307 SUPERSEDED SURVEY CONTROL LT0307 LT0307 NAD 83(1986)- 40 01 01.12132(N) 121 05 39.83684(W) AD(1984.00) 2 LT0307 NAD 27 - 40 01 01.51515(N) 121 05 35.98458(W) AD( ) 2 LT0307 NGVD 29 - 857.61 (m) 2813.7 (f) RESET 3 LT0307 LT0307.Superseded values are not recommended for survey control. LT0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0307.See file dsdata.txt to determine how the superseded data were derived. LT0307 LT0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK6262631381(NAD 83) LT0307_MARKER: DR = REFERENCE MARK DISK LT0307_SETTING: 30 = HEADWALL LT0307_STAMPING: VIRGILIA AZIMUTH 1972 LT0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LT0307 LT0307 HISTORY - Date Condition Report By LT0307 HISTORY - 1972 MONUMENTED CADH LT0307 LT0307 STATION DESCRIPTION LT0307 LT0307'DESCRIBED BY CA DIV OF HIGHWAYS 1972 LT0307'7.3 MI E FROM RICH. LT0307'ABOUT 7 MILES EAST ALONG U.S. HIGHWAY 40A FROM RICH, 0.7 MILE EAST LT0307'ALONG STATE HIGHWAY 70 FROM THE BRIDGE OVER THE FEATHER RIVER AT LT0307'VIRGILIA, 21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND SET LT0307'IN THE TOP OF A CONCRETE HEADWALL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KS0515 *********************************************************************** KS0515 DESIGNATION - X 143 RESET 1957 KS0515 PID - KS0515 KS0515 STATE/COUNTY- CA/PLUMAS KS0515 USGS QUAD - SPRING GARDEN (1975) KS0515 KS0515 *CURRENT SURVEY CONTROL KS0515 ___________________________________________________________________ KS0515* NAD 83(1986)- 39 52 50. (N) 120 46 27. (W) SCALED KS0515* NAVD 88 - 1298.55 (meters) 4260.3 (feet) RESET KS0515 ___________________________________________________________________ KS0515 GEOID HEIGHT- -23.42 (meters) GEOID99 KS0515 KS0515 VERT ORDER - THIRD KS0515 KS0515.The horizontal coordinates were scaled from a topographic map and have KS0515.an estimated accuracy of +/- 6 seconds. KS0515 KS0515.The orthometric height was computed from unverified reset data. KS0515 KS0515.The geoid height was determined by GEOID99. KS0515 KS0515; North East Units Estimated Accuracy KS0515;SPC CA 1 - 561,500. 2,104,860. MT (+/- 180 meters Scaled) KS0515 KS0515 SUPERSEDED SURVEY CONTROL KS0515 KS0515 NGVD 29 - 1297.55 (m) 4257.0 (f) RESET 3 KS0515 KS0515.Superseded values are not recommended for survey control. KS0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS0515.See file dsdata.txt to determine how the superseded data were derived. KS0515 KS0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK903168(NAD 83) KS0515_MARKER: DB = BENCH MARK DISK KS0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS0515_STAMPING: X 143 RESET 1957 KS0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS0515+STABILITY: SURFACE MOTION KS0515 KS0515 HISTORY - Date Condition Report By KS0515 HISTORY - 1957 MONUMENTED CGS KS0515 HISTORY - 1971 GOOD NGS KS0515 KS0515 STATION DESCRIPTION KS0515 KS0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 KS0515'1 MI SE FROM SPRING GARDEN. KS0515'ABOUT 11.5 MILES SOUTHEAST ALONG STATE HIGHWAY 70 FROM QUINCY, KS0515'PLUMAS COUNTY, ABOUT 1.0 MILE SOUTHEAST ALONG HIGHWAY 70 FROM KS0515'THE POST OFFICE IN SPRING GARDEN, AT P.M. 54.4 APPROXIMATELY KS0515'0.2 MILE SOUTHEAST OF THE END OF A HIGHWAY CURVE LEFT, ALONG KS0515'A TANGENT WITH A BEARING OF S. 67 DEG 45 FT E., 91 FEET KS0515'NORTH NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT KS0515'8 FEET LOWER. A STANDARD DISK STAMPED X 143 RESET 1957 AND KS0515'SET IN A 12 IN X 14 IN CONCRETE MONUMENT FLUSH WITH SURFACE AND KS0515'MARKED WITH A METAL POST AND WHITE UNMARKED SIGN.