Data Sheet Retrieval
The NGS Data Sheet
See file dsdata.txt for more information about the datasheet.
PROGRAM = datasheet95, VERSION = 8.9
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
LV0998 ***********************************************************************
LV0998 DESIGNATION - ALPHA
LV0998 PID - LV0998
LV0998 STATE/COUNTY- CA/HUMBOLDT
LV0998 COUNTRY - US
LV0998 USGS QUAD - CAPE MENDOCINO (1969)
LV0998
LV0998 *CURRENT SURVEY CONTROL
LV0998 ______________________________________________________________________
LV0998* NAD 83(1992) POSITION- 40 26 30.79800(N) 124 23 57.03052(W) ADJUSTED
LV0998* NAD 83(1992) EPOCH - 1991.35
LV0998* NAVD 88 ORTHO HEIGHT - 320.7 (meters) 1052. (feet) VERTCON
LV0998 ______________________________________________________________________
LV0998 GEOID HEIGHT - -31.564 (meters) GEOID12B
LV0998 LAPLACE CORR - 13.55 (seconds) DEFLEC12B
LV0998 HORZ ORDER - THIRD
LV0998
LV0998.The horizontal coordinates were established by classical geodetic methods
LV0998.and adjusted by the National Geodetic Survey in March 1994.
LV0998.
LV0998.The NAVD 88 height was computed by applying the VERTCON shift value to
LV0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
LV0998
LV0998.Significant digits in the geoid height do not necessarily reflect accuracy.
LV0998.GEOID12B height accuracy estimate available here.
LV0998
LV0998.The Laplace correction was computed from DEFLEC12B derived deflections.
LV0998
LV0998. The following values were computed from the NAD 83(1992) position.
LV0998
LV0998; North East Units Scale Factor Converg.
LV0998;SPC CA 1 - 625,877.428 1,796,494.019 MT 0.99991805 -1 34 07.6
LV0998;SPC CA 1 - 2,053,399.53 5,893,997.46 sFT 0.99991805 -1 34 07.6
LV0998;UTM 10 - 4,477,744.329 381,338.360 MT 0.99977332 -0 54 27.8
LV0998
LV0998! - Elev Factor x Scale Factor = Combined Factor
LV0998!SPC CA 1 - 0.99995465 x 0.99991805 = 0.99987271
LV0998!UTM 10 - 0.99995465 x 0.99977332 = 0.99972798
LV0998
LV0998: Primary Azimuth Mark Grid Az
LV0998:SPC CA 1 - SOUTH OF CAPE 2 163 38 39.5
LV0998:UTM 10 - SOUTH OF CAPE 2 162 58 59.7
LV0998
LV0998|---------------------------------------------------------------------|
LV0998| PID Reference Object Distance Geod. Az |
LV0998| dddmmss.s |
LV0998| DB4619 ALPHA RM 2 50.750 METERS 03157 |
LV0998| LV0995 SOUTH OF CAPE 2 APPROX. 2.6 KM 1620431.9 |
LV0998| LV0996 AN APPROX. 1.6 KM 2452826.7 |
LV0998| LV0997 DOLE 224.491 METERS 25146 |
LV0998| LV1002 CAPE ROCK APPROX. 1.3 KM 2544828.4 |
LV0998| DB4618 ALPHA RM 1 16.000 METERS 28752 |
LV0998| LV1001 SHARP ROCK GUS APPROX. 1.4 KM 2884502.1 |
LV0998|---------------------------------------------------------------------|
LV0998
LV0998 SUPERSEDED SURVEY CONTROL
LV0998
LV0998 NAD 83(1986)- 40 26 30.74650(N) 124 23 57.03376(W) AD(1984.00) 3
LV0998 NAD 27 - 40 26 31.26300(N) 124 23 52.84100(W) AD( ) 3
LV0998 NGVD 29 (07/19/86) 319.7 (m) 1049. (f) VERT ANG
LV0998
LV0998.Superseded values are not recommended for survey control.
LV0998
LV0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LV0998.See file dsdata.txt to determine how the superseded data were derived.
LV0998
LV0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK8133877744(NAD 83)
LV0998
LV0998_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
LV0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
LV0998
LV0998 HISTORY - Date Condition Report By
LV0998 HISTORY - 1938 MONUMENTED CGS
LV0998 HISTORY - 1955 SEE DESCRIPTION CGS
LV0998 HISTORY - 1956 SEE DESCRIPTION USN
LV0998 HISTORY - 1963 SEE DESCRIPTION CGS
LV0998 HISTORY - 1971 SEE DESCRIPTION NGS
LV0998
LV0998 STATION DESCRIPTION
LV0998
LV0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FHH)
LV0998'STATION IS LOCATED ON SMALL KNOLL ON CAPE MENDOCINO RIDGE HALF-WAY
LV0998'BETWEEN CAPE MENDOCINO LIGHTHOUSE AND STATION MENDOCINO 2.
LV0998'A PROMINENT KNOLL LIES 120 METERS N OF STATION. THE STATION
LV0998'SEES FALSE CAPE ROCK, CAPE ROCK, STEAMBOAT ROCK, AND BARELY
LV0998'SEES SHARP ROCK.
LV0998'
LV0998'STATION MARK IS A STANDARD BRONZE DISK SET IN A CONCRETE
LV0998'POST AS DESCRIBED IN NOTE 1A. REFERENCE MARKS ARE STANDARD
LV0998'BRONZE DISKS SET IN A BOULDER AS DESCRIBED IN NOTE 12C.
LV0998'
LV0998'REFERENCE MARK NO. 1 IS IN RANGE WITH SHARP ROCK NW OF STATION.
LV0998'REFERENCE MARK NO. 2 IS N OF STATION AT ABOUT THE SAME ELEVATION.
LV0998
LV0998 STATION RECOVERY (1955)
LV0998
LV0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WMG)
LV0998'THE STATION WAS FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
LV0998'THE DESCRIPTION IS GOOD.
LV0998
LV0998 STATION RECOVERY (1956)
LV0998
LV0998'RECOVERY NOTE BY US NAVY 1956
LV0998'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
LV0998'DESCRIBED.
LV0998'
LV0998'TO BEST REACH THIS STATION. FOLLOW THE CAPETOWN - PETROLIA
LV0998'ROAD FROM FERNDALE 15.8 MILES TO AN AIR FORCE RADAR STATION
LV0998'ENTRANCE GATE. FOLLOW A GRAVEL ROAD 0.9 MILE TO THE STATION.
LV0998'CONTINUE WESTERLY 0.3 MILE THROUGH A CAPE RANCH FIELD TO THE
LV0998'COAST GUARD BOUNDARY FENCE, THENCE 0.2 MILE TO THE CONSPICUOUS
LV0998'ROCK KNOLL, THENCE 120 METERS SOUTH TO A PROMINENT KNOLL AND
LV0998'THE STATION MARK.
LV0998
LV0998 STATION RECOVERY (1963)
LV0998
LV0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
LV0998'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
LV0998'AS DESCRIBED BY F.H.H. 1938.
LV0998'
LV0998'THE STATION IS A STANDARD DISK STAMPED ALPHA 1938.
LV0998'
LV0998'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS STAMPED NO 1 ALPHA
LV0998'1938 AND NO 2 ALPHA 1938 RESPECTIVELY.
LV0998
LV0998 STATION RECOVERY (1971)
LV0998
LV0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
LV0998'THE STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
LV0998'THE REFERENCE MARKS WERE NOT SEARCHED FOR. STATION IS NOT
LV0998'SUITABLE FOR A HI-FIX SITE.
LV0998'
LV0998'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES S.W.
LV0998'OF CAPETOWN
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
AF9558 ***********************************************************************
AF9558 HT_MOD - This is a Height Modernization Survey Station.
AF9558 CORS - This is a GPS Continuously Operating Reference Station.
AF9558 DESIGNATION - CAPE MENDOCINO 1 CORS ARP
AF9558 CORS_ID - CME1
AF9558 PID - AF9558
AF9558 STATE/COUNTY- CA/HUMBOLDT
AF9558 COUNTRY - US
AF9558 USGS QUAD - CAPE MENDOCINO (1969)
AF9558
AF9558 *CURRENT SURVEY CONTROL
AF9558 ______________________________________________________________________
AF9558* NAD 83(2011) POSITION- 40 26 30.37551(N) 124 23 46.74823(W) ADJUSTED
AF9558* NAD 83(2011) ELLIP HT- 305.928 (meters) (08/??/11) ADJUSTED
AF9558* NAD 83(2011) EPOCH - 2010.00
AF9558* NAVD 88 ORTHO HEIGHT - 337.49 (meters) 1107.2 (feet) GPS OBS
AF9558 ______________________________________________________________________
AF9558 NAVD 88 orthometric height was determined with an earlier geoid model
AF9558 NAD 83(2011) X - -2,746,196.463 (meters) COMP
AF9558 NAD 83(2011) Y - -4,011,271.588 (meters) COMP
AF9558 NAD 83(2011) Z - 4,115,639.445 (meters) COMP
AF9558 GEOID HEIGHT - -31.546 (meters) GEOID12B
AF9558
AF9558 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
AF9558 Standards:
AF9558 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
AF9558 Horiz Ellip SD_N SD_E SD_h (unitless)
AF9558 -------------------------------------------------------------------
AF9558 NETWORK 1.31 4.24 0.59 0.46 2.17 -0.01646144
AF9558 -------------------------------------------------------------------
AF9558 Click here for local accuracies and other accuracy information.
AF9558
AF9558
AF9558.The coordinates were established by GPS observations
AF9558.and adjusted by the National Geodetic Survey in August 2011.
AF9558
AF9558.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
AF9558.been affixed to the stable North American Tectonic Plate.
AF9558
AF9558.The coordinates are valid at the epoch date displayed above
AF9558.which is a decimal equivalence of Year/Month/Day.
AF9558
AF9558.The orthometric height was determined by GPS observations and a
AF9558.high-resolution geoid model using precise GPS observation and
AF9558.processing techniques.
AF9558
AF9558.Significant digits in the geoid height do not necessarily reflect accuracy.
AF9558.GEOID12B height accuracy estimate available here.
AF9558
AF9558.The PID for the CORS L1 Phase Center is AJ7894.
AF9558
AF9558.The XYZ, and position/ellipsoidal ht. are equivalent.
AF9558
AF9558.The ellipsoidal height was determined by GPS observations
AF9558.and is referenced to NAD 83.
AF9558
AF9558. The following values were computed from the NAD 83(2011) position.
AF9558
AF9558; North East Units Scale Factor Converg.
AF9558;SPC CA 1 - 625,857.772 1,796,735.874 MT 0.99991806 -1 34 00.9
AF9558;SPC CA 1 - 2,053,335.04 5,894,790.95 sFT 0.99991806 -1 34 00.9
AF9558;UTM 10 - 4,477,727.468 381,580.391 MT 0.99977262 -0 54 21.1
AF9558
AF9558! - Elev Factor x Scale Factor = Combined Factor
AF9558!SPC CA 1 - 0.99995201 x 0.99991806 = 0.99987008
AF9558!UTM 10 - 0.99995201 x 0.99977262 = 0.99972464
AF9558
AF9558 SUPERSEDED SURVEY CONTROL
AF9558
AF9558 ELLIP H (06/27/12) 305.946 (m) GP(2010.00) 0 0
AF9558 NAD 83(2011)- 40 26 30.37435(N) 124 23 46.74751(W) AD(2010.00) c
AF9558 ELLIP H (02/10/07) 305.939 (m) GP(2007.00)
AF9558 NAD 83(2007)- 40 26 30.37279(N) 124 23 46.74770(W) AD(2007.00) c
AF9558 NAD 83(CORS)- 40 26 30.36696(N) 124 23 46.74628(W) AD(2002.00) c
AF9558 ELLIP H (08/??/06) 305.934 (m) GP(2002.00) c c
AF9558 NAD 83(CORS)- 40 26 30.36674(N) 124 23 46.74752(W) AD(2002.00) c
AF9558 ELLIP H (03/??/02) 305.956 (m) GP(2002.00) c c
AF9558 NAD 83(CORS)- 40 26 30.36156(N) 124 23 46.74551(W) AD(1997.00) c
AF9558 ELLIP H (07/??/00) 305.966 (m) GP(1997.00) c c
AF9558 NAD 83(CORS)- 40 26 30.36120(N) 124 23 46.74573(W) AD(1997.00) c
AF9558 ELLIP H (05/??/96) 305.996 (m) GP(1997.00) c c
AF9558 NAD 83(CORS)- 40 26 30.36014(N) 124 23 46.74547(W) AD(1996.00) c
AF9558 ELLIP H (05/??/96) 305.996 (m) GP(1996.00) c c
AF9558 NAVD 88 (04/03/01) 337.3 (m) UNKNOWN model used GPS OBS
AF9558
AF9558.Superseded values are not recommended for survey control.
AF9558
AF9558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AF9558.See file dsdata.txt to determine how the superseded data were derived.
AF9558
AF9558_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK8158077727(NAD 83)
AF9558
AF9558_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
AF9558
AF9558 STATION DESCRIPTION
AF9558
AF9558'DESCRIBED BY NATIONAL GEODETIC SURVEY 2011
AF9558'STATION IS A GPS CORS. LATEST INFORMATION INCLUDING POSITIONS AND
AF9558'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
AF9558'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
AF9558' ftp://cors.ngs.noaa.gov/cors/README.txt
AF9558' ftp://cors.ngs.noaa.gov/cors/coord/coord_08
AF9558' ftp://cors.ngs.noaa.gov/cors/station_log
AF9558' http://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
AJ7894 ***********************************************************************
AJ7894 CORS - This is a GPS Continuously Operating Reference Station.
AJ7894 DESIGNATION - CAPE MENDOCINO 1 CORS L1 PHASE CENTER
AJ7894 CORS_ID - CME1
AJ7894 PID - AJ7894
AJ7894 STATE/COUNTY- CA/HUMBOLDT
AJ7894 COUNTRY - US
AJ7894 USGS QUAD - CAPE MENDOCINO (1969)
AJ7894
AJ7894 *CURRENT SURVEY CONTROL
AJ7894 ______________________________________________________________________
AJ7894* NAD 83(2011) POSITION- 40 26 30.37549(N) 124 23 46.74828(W) ADJUSTED
AJ7894* NAD 83(2011) ELLIP HT- 305.998 (meters) (08/??/11) ADJUSTED
AJ7894* NAD 83(2011) EPOCH - 2010.00
AJ7894* NAVD 88 ORTHO HEIGHT - **(meters) **(feet)
AJ7894 ______________________________________________________________________
AJ7894 NAD 83(2011) X - -2,746,196.494 (meters) COMP
AJ7894 NAD 83(2011) Y - -4,011,271.632 (meters) COMP
AJ7894 NAD 83(2011) Z - 4,115,639.489 (meters) COMP
AJ7894 GEOID HEIGHT - -31.546 (meters) GEOID12B
AJ7894
AJ7894 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
AJ7894 Standards:
AJ7894 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
AJ7894 Horiz Ellip SD_N SD_E SD_h (unitless)
AJ7894 -------------------------------------------------------------------
AJ7894 NETWORK 1.31 4.24 0.59 0.46 2.17 -0.01646144
AJ7894 -------------------------------------------------------------------
AJ7894 Click here for local accuracies and other accuracy information.
AJ7894
AJ7894
AJ7894.The coordinates were established by GPS observations
AJ7894.and adjusted by the National Geodetic Survey in August 2011.
AJ7894
AJ7894.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
AJ7894.been affixed to the stable North American Tectonic Plate.
AJ7894
AJ7894.The coordinates are valid at the epoch date displayed above
AJ7894.which is a decimal equivalence of Year/Month/Day.
AJ7894
AJ7894.Significant digits in the geoid height do not necessarily reflect accuracy.
AJ7894.GEOID12B height accuracy estimate available here.
AJ7894
AJ7894.The PID for the CORS ARP is AF9558.
AJ7894
AJ7894.The XYZ, and position/ellipsoidal ht. are equivalent.
AJ7894
AJ7894.The ellipsoidal height was determined by GPS observations
AJ7894.and is referenced to NAD 83.
AJ7894
AJ7894. The following values were computed from the NAD 83(2011) position.
AJ7894
AJ7894; North East Units Scale Factor Converg.
AJ7894;SPC CA 1 - 625,857.772 1,796,735.872 MT 0.99991806 -1 34 00.9
AJ7894;SPC CA 1 - 2,053,335.04 5,894,790.94 sFT 0.99991806 -1 34 00.9
AJ7894;UTM 10 - 4,477,727.467 381,580.389 MT 0.99977262 -0 54 21.1
AJ7894
AJ7894! - Elev Factor x Scale Factor = Combined Factor
AJ7894!SPC CA 1 - 0.99995200 x 0.99991806 = 0.99987006
AJ7894!UTM 10 - 0.99995200 x 0.99977262 = 0.99972463
AJ7894
AJ7894 SUPERSEDED SURVEY CONTROL
AJ7894
AJ7894 NAD 83(CORS)- 40 26 30.36694(N) 124 23 46.74633(W) AD(2002.00) c
AJ7894 ELLIP H (08/??/06) 306.004 (m) GP(2002.00) c c
AJ7894 NAD 83(CORS)- 40 26 30.36672(N) 124 23 46.74757(W) AD(2002.00) c
AJ7894 ELLIP H (03/??/02) 306.025 (m) GP(2002.00) c c
AJ7894 NAD 83(CORS)- 40 26 30.36154(N) 124 23 46.74556(W) AD(1997.00) c
AJ7894 ELLIP H (07/??/00) 306.036 (m) GP(1997.00) c c
AJ7894 NAD 83(CORS)- 40 26 30.36118(N) 124 23 46.74578(W) AD(1997.00) c
AJ7894 ELLIP H (05/??/96) 306.065 (m) GP(1997.00) c c
AJ7894 NAD 83(CORS)- 40 26 30.36012(N) 124 23 46.74552(W) AD(1996.00) c
AJ7894 ELLIP H (05/??/96) 306.065 (m) GP(1996.00) c c
AJ7894
AJ7894.Superseded values are not recommended for survey control.
AJ7894
AJ7894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AJ7894.See file dsdata.txt to determine how the superseded data were derived.
AJ7894
AJ7894_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK8158077727(NAD 83)
AJ7894
AJ7894_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
AJ7894
AJ7894 STATION DESCRIPTION
AJ7894
AJ7894'DESCRIBED BY NATIONAL GEODETIC SURVEY
AJ7894'STATION IS A GPS CORS. LATEST INFORMATION INCLUDING POSITIONS AND
AJ7894'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
AJ7894'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
AJ7894' ftp://cors.ngs.noaa.gov/cors/README.txt
AJ7894' ftp://cors.ngs.noaa.gov/cors/coord/coord_08
AJ7894' ftp://cors.ngs.noaa.gov/cors/station_log
AJ7894' http://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
AF9591 ***********************************************************************
AF9591 CORS - This is a GPS Continuously Operating Reference Station.
AF9591 DESIGNATION - CAPE MENDOCINO 2 CORS ARP
AF9591 CORS_ID - CME2
AF9591 PID - AF9591
AF9591 STATE/COUNTY- CA/HUMBOLDT
AF9591 COUNTRY - US
AF9591 USGS QUAD - CAPE MENDOCINO (1969)
AF9591
AF9591 *CURRENT SURVEY CONTROL
AF9591 ______________________________________________________________________
AF9591* NAD 83(2011) POSITION- 40 26 29.05146(N) 124 23 46.73099(W) ADJUSTED
AF9591* NAD 83(2011) ELLIP HT- 304.261 (meters) (08/??/11) ADJUSTED
AF9591* NAD 83(2011) EPOCH - 2010.00
AF9591* NAVD 88 ORTHO HEIGHT - **(meters) **(feet)
AF9591 ______________________________________________________________________
AF9591 NAD 83(2011) X - -2,746,210.377 (meters) COMP
AF9591 NAD 83(2011) Y - -4,011,292.632 (meters) COMP
AF9591 NAD 83(2011) Z - 4,115,607.279 (meters) COMP
AF9591 GEOID HEIGHT - -31.546 (meters) GEOID12B
AF9591
AF9591 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
AF9591 Standards:
AF9591 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
AF9591 Horiz Ellip SD_N SD_E SD_h (unitless)
AF9591 -------------------------------------------------------------------
AF9591 NETWORK 0.86 2.72 0.39 0.30 1.39 -0.01170058
AF9591 -------------------------------------------------------------------
AF9591 Click here for local accuracies and other accuracy information.
AF9591
AF9591
AF9591.The coordinates were established by GPS observations
AF9591.and adjusted by the National Geodetic Survey in August 2011.
AF9591
AF9591.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
AF9591.been affixed to the stable North American Tectonic Plate.
AF9591
AF9591.The coordinates are valid at the epoch date displayed above
AF9591.which is a decimal equivalence of Year/Month/Day.
AF9591
AF9591.Significant digits in the geoid height do not necessarily reflect accuracy.
AF9591.GEOID12B height accuracy estimate available here.
AF9591
AF9591.The PID for the CORS L1 Phase Center is AJ7913.
AF9591
AF9591.The XYZ, and position/ellipsoidal ht. are equivalent.
AF9591
AF9591.The ellipsoidal height was determined by GPS observations
AF9591.and is referenced to NAD 83.
AF9591
AF9591. The following values were computed from the NAD 83(2011) position.
AF9591
AF9591; North East Units Scale Factor Converg.
AF9591;SPC CA 1 - 625,816.939 1,796,735.163 MT 0.99991810 -1 34 00.9
AF9591;SPC CA 1 - 2,053,201.07 5,894,788.61 sFT 0.99991810 -1 34 00.9
AF9591;UTM 10 - 4,477,686.635 381,580.151 MT 0.99977262 -0 54 21.1
AF9591
AF9591! - Elev Factor x Scale Factor = Combined Factor
AF9591!SPC CA 1 - 0.99995227 x 0.99991810 = 0.99987038
AF9591!UTM 10 - 0.99995227 x 0.99977262 = 0.99972490
AF9591
AF9591 SUPERSEDED SURVEY CONTROL
AF9591
AF9591 NAD 83(CORS)- 40 26 29.04283(N) 124 23 46.72842(W) AD(2002.00) c
AF9591 ELLIP H (08/??/06) 304.285 (m) GP(2002.00) c c
AF9591 NAD 83(CORS)- 40 26 29.04245(N) 124 23 46.72933(W) AD(2002.00) c
AF9591 ELLIP H (03/??/02) 304.305 (m) GP(2002.00) c c
AF9591 NAD 83(CORS)- 40 26 29.03709(N) 124 23 46.72759(W) AD(1997.00) c
AF9591 ELLIP H (10/??/01) 304.328 (m) GP(1997.00) c c
AF9591 NAD 83(CORS)- 40 26 29.03656(N) 124 23 46.72793(W) AD(1997.00) c
AF9591 ELLIP H (09/??/96) 304.349 (m) GP(1997.00) c c
AF9591 NAD 83(CORS)- 40 26 29.03550(N) 124 23 46.72767(W) AD(1996.00) c
AF9591 ELLIP H (09/??/96) 304.348 (m) GP(1996.00) c c
AF9591
AF9591.Superseded values are not recommended for survey control.
AF9591
AF9591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AF9591.See file dsdata.txt to determine how the superseded data were derived.
AF9591
AF9591_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK8158077686(NAD 83)
AF9591
AF9591_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
AF9591
AF9591 STATION DESCRIPTION
AF9591
AF9591'DESCRIBED BY NATIONAL GEODETIC SURVEY 2011
AF9591'STATION IS A GPS CORS. LATEST INFORMATION INCLUDING POSITIONS AND
AF9591'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
AF9591'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
AF9591' ftp://cors.ngs.noaa.gov/cors/README.txt
AF9591' ftp://cors.ngs.noaa.gov/cors/coord/coord_08
AF9591' ftp://cors.ngs.noaa.gov/cors/station_log
AF9591' http://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
AJ7913 ***********************************************************************
AJ7913 CORS - This is a GPS Continuously Operating Reference Station.
AJ7913 DESIGNATION - CAPE MENDOCINO 2 CORS L1 PHASE CENTER
AJ7913 CORS_ID - CME2
AJ7913 PID - AJ7913
AJ7913 STATE/COUNTY- CA/HUMBOLDT
AJ7913 COUNTRY - US
AJ7913 USGS QUAD - CAPE MENDOCINO (1969)
AJ7913
AJ7913 *CURRENT SURVEY CONTROL
AJ7913 ______________________________________________________________________
AJ7913* NAD 83(2011) POSITION- 40 26 29.05144(N) 124 23 46.73104(W) ADJUSTED
AJ7913* NAD 83(2011) ELLIP HT- 304.330 (meters) (08/??/11) ADJUSTED
AJ7913* NAD 83(2011) EPOCH - 2010.00
AJ7913* NAVD 88 ORTHO HEIGHT - **(meters) **(feet)
AJ7913 ______________________________________________________________________
AJ7913 NAD 83(2011) X - -2,746,210.409 (meters) COMP
AJ7913 NAD 83(2011) Y - -4,011,292.675 (meters) COMP
AJ7913 NAD 83(2011) Z - 4,115,607.324 (meters) COMP
AJ7913 GEOID HEIGHT - -31.546 (meters) GEOID12B
AJ7913
AJ7913 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
AJ7913 Standards:
AJ7913 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
AJ7913 Horiz Ellip SD_N SD_E SD_h (unitless)
AJ7913 -------------------------------------------------------------------
AJ7913 NETWORK 0.86 2.72 0.39 0.30 1.39 -0.01170058
AJ7913 -------------------------------------------------------------------
AJ7913 Click here for local accuracies and other accuracy information.
AJ7913
AJ7913
AJ7913.The coordinates were established by GPS observations
AJ7913.and adjusted by the National Geodetic Survey in August 2011.
AJ7913
AJ7913.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
AJ7913.been affixed to the stable North American Tectonic Plate.
AJ7913
AJ7913.The coordinates are valid at the epoch date displayed above
AJ7913.which is a decimal equivalence of Year/Month/Day.
AJ7913
AJ7913.Significant digits in the geoid height do not necessarily reflect accuracy.
AJ7913.GEOID12B height accuracy estimate available here.
AJ7913
AJ7913.The PID for the CORS ARP is AF9591.
AJ7913
AJ7913.The XYZ, and position/ellipsoidal ht. are equivalent.
AJ7913
AJ7913.The ellipsoidal height was determined by GPS observations
AJ7913.and is referenced to NAD 83.
AJ7913
AJ7913. The following values were computed from the NAD 83(2011) position.
AJ7913
AJ7913; North East Units Scale Factor Converg.
AJ7913;SPC CA 1 - 625,816.939 1,796,735.162 MT 0.99991810 -1 34 00.9
AJ7913;SPC CA 1 - 2,053,201.07 5,894,788.61 sFT 0.99991810 -1 34 00.9
AJ7913;UTM 10 - 4,477,686.634 381,580.150 MT 0.99977262 -0 54 21.1
AJ7913
AJ7913! - Elev Factor x Scale Factor = Combined Factor
AJ7913!SPC CA 1 - 0.99995226 x 0.99991810 = 0.99987037
AJ7913!UTM 10 - 0.99995226 x 0.99977262 = 0.99972489
AJ7913
AJ7913 SUPERSEDED SURVEY CONTROL
AJ7913
AJ7913 NAD 83(CORS)- 40 26 29.04281(N) 124 23 46.72847(W) AD(2002.00) c
AJ7913 ELLIP H (08/??/06) 304.355 (m) GP(2002.00) c c
AJ7913 NAD 83(CORS)- 40 26 29.04243(N) 124 23 46.72938(W) AD(2002.00) c
AJ7913 ELLIP H (03/??/02) 304.374 (m) GP(2002.00) c c
AJ7913 NAD 83(CORS)- 40 26 29.03707(N) 124 23 46.72764(W) AD(1997.00) c
AJ7913 ELLIP H (10/??/01) 304.397 (m) GP(1997.00) c c
AJ7913 NAD 83(CORS)- 40 26 29.03654(N) 124 23 46.72798(W) AD(1997.00) c
AJ7913 ELLIP H (09/??/96) 304.418 (m) GP(1997.00) c c
AJ7913 NAD 83(CORS)- 40 26 29.03548(N) 124 23 46.72772(W) AD(1996.00) c
AJ7913 ELLIP H (09/??/96) 304.418 (m) GP(1996.00) c c
AJ7913
AJ7913.Superseded values are not recommended for survey control.
AJ7913
AJ7913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AJ7913.See file dsdata.txt to determine how the superseded data were derived.
AJ7913
AJ7913_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK8158077686(NAD 83)
AJ7913
AJ7913_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
AJ7913
AJ7913 STATION DESCRIPTION
AJ7913
AJ7913'DESCRIBED BY NATIONAL GEODETIC SURVEY
AJ7913'STATION IS A GPS CORS. LATEST INFORMATION INCLUDING POSITIONS AND
AJ7913'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
AJ7913'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
AJ7913' ftp://cors.ngs.noaa.gov/cors/README.txt
AJ7913' ftp://cors.ngs.noaa.gov/cors/coord/coord_08
AJ7913' ftp://cors.ngs.noaa.gov/cors/station_log
AJ7913' http://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
DJ3665 ***********************************************************************
DJ3665 CORS - This is a GPS Continuously Operating Reference Station.
DJ3665 DESIGNATION - CAPE MENDOCINO 5 CORS ARP
DJ3665 CORS_ID - CME5
DJ3665 PID - DJ3665
DJ3665 STATE/COUNTY- CA/HUMBOLDT
DJ3665 COUNTRY - US
DJ3665 USGS QUAD - CAPE MENDOCINO (1969)
DJ3665
DJ3665 *CURRENT SURVEY CONTROL
DJ3665 ______________________________________________________________________
DJ3665* NAD 83(2011) POSITION- 40 26 30.37565(N) 124 23 46.74779(W) ADJUSTED
DJ3665* NAD 83(2011) ELLIP HT- 306.081 (meters) (08/??/11) ADJUSTED
DJ3665* NAD 83(2011) EPOCH - 2010.00
DJ3665* NAVD 88 ORTHO HEIGHT - **(meters) **(feet)
DJ3665 ______________________________________________________________________
DJ3665 NAD 83(2011) X - -2,746,196.519 (meters) COMP
DJ3665 NAD 83(2011) Y - -4,011,271.688 (meters) COMP
DJ3665 NAD 83(2011) Z - 4,115,639.548 (meters) COMP
DJ3665 GEOID HEIGHT - -31.546 (meters) GEOID12B
DJ3665
DJ3665 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DJ3665 Standards:
DJ3665 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DJ3665 Horiz Ellip SD_N SD_E SD_h (unitless)
DJ3665 -------------------------------------------------------------------
DJ3665 NETWORK 1.99 6.49 0.90 0.70 3.31 -0.00145314
DJ3665 -------------------------------------------------------------------
DJ3665 Click here for local accuracies and other accuracy information.
DJ3665
DJ3665
DJ3665.The coordinates were established by GPS observations
DJ3665.and adjusted by the National Geodetic Survey in August 2011.
DJ3665
DJ3665.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DJ3665.been affixed to the stable North American Tectonic Plate.
DJ3665
DJ3665.The coordinates are valid at the epoch date displayed above
DJ3665.which is a decimal equivalence of Year/Month/Day.
DJ3665
DJ3665.Significant digits in the geoid height do not necessarily reflect accuracy.
DJ3665.GEOID12B height accuracy estimate available here.
DJ3665
DJ3665.The PID for the CORS L1 Phase Center is DJ3666.
DJ3665
DJ3665.The XYZ, and position/ellipsoidal ht. are equivalent.
DJ3665
DJ3665.The ellipsoidal height was determined by GPS observations
DJ3665.and is referenced to NAD 83.
DJ3665
DJ3665. The following values were computed from the NAD 83(2011) position.
DJ3665
DJ3665; North East Units Scale Factor Converg.
DJ3665;SPC CA 1 - 625,857.776 1,796,735.884 MT 0.99991806 -1 34 00.9
DJ3665;SPC CA 1 - 2,053,335.05 5,894,790.98 sFT 0.99991806 -1 34 00.9
DJ3665;UTM 10 - 4,477,727.472 381,580.401 MT 0.99977262 -0 54 21.1
DJ3665
DJ3665! - Elev Factor x Scale Factor = Combined Factor
DJ3665!SPC CA 1 - 0.99995199 x 0.99991806 = 0.99987005
DJ3665!UTM 10 - 0.99995199 x 0.99977262 = 0.99972462
DJ3665
DJ3665 SUPERSEDED SURVEY CONTROL
DJ3665
DJ3665 NAD 83(CORS)- 40 26 30.36714(N) 124 23 46.74563(W) AD(2002.00) c
DJ3665 ELLIP H (10/??/07) 306.125 (m) GP(2002.00) c c
DJ3665
DJ3665.Superseded values are not recommended for survey control.
DJ3665
DJ3665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DJ3665.See file dsdata.txt to determine how the superseded data were derived.
DJ3665
DJ3665_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK8158077727(NAD 83)
DJ3665
DJ3665_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DJ3665
DJ3665 STATION DESCRIPTION
DJ3665
DJ3665'DESCRIBED BY NATIONAL GEODETIC SURVEY 2011
DJ3665'STATION IS A GPS CORS. LATEST INFORMATION INCLUDING POSITIONS AND
DJ3665'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DJ3665'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DJ3665' ftp://cors.ngs.noaa.gov/cors/README.txt
DJ3665' ftp://cors.ngs.noaa.gov/cors/coord/coord_08
DJ3665' ftp://cors.ngs.noaa.gov/cors/station_log
DJ3665' http://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
DJ3666 ***********************************************************************
DJ3666 CORS - This is a GPS Continuously Operating Reference Station.
DJ3666 DESIGNATION - CAPE MENDOCINO 5 CORS L1 PHASE CENTER
DJ3666 CORS_ID - CME5
DJ3666 PID - DJ3666
DJ3666 STATE/COUNTY- CA/HUMBOLDT
DJ3666 COUNTRY - US
DJ3666 USGS QUAD - CAPE MENDOCINO (1969)
DJ3666
DJ3666 *CURRENT SURVEY CONTROL
DJ3666 ______________________________________________________________________
DJ3666* NAD 83(2011) POSITION- 40 26 30.37556(N) 124 23 46.74789(W) ADJUSTED
DJ3666* NAD 83(2011) ELLIP HT- 306.145 (meters) (08/??/11) ADJUSTED
DJ3666* NAD 83(2011) EPOCH - 2010.00
DJ3666* NAVD 88 ORTHO HEIGHT - **(meters) **(feet)
DJ3666 ______________________________________________________________________
DJ3666 NAD 83(2011) X - -2,746,196.549 (meters) COMP
DJ3666 NAD 83(2011) Y - -4,011,271.728 (meters) COMP
DJ3666 NAD 83(2011) Z - 4,115,639.586 (meters) COMP
DJ3666 GEOID HEIGHT - -31.546 (meters) GEOID12B
DJ3666
DJ3666 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DJ3666 Standards:
DJ3666 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DJ3666 Horiz Ellip SD_N SD_E SD_h (unitless)
DJ3666 -------------------------------------------------------------------
DJ3666 NETWORK 1.99 6.49 0.90 0.70 3.31 -0.00145314
DJ3666 -------------------------------------------------------------------
DJ3666 Click here for local accuracies and other accuracy information.
DJ3666
DJ3666
DJ3666.The coordinates were established by GPS observations
DJ3666.and adjusted by the National Geodetic Survey in August 2011.
DJ3666
DJ3666.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DJ3666.been affixed to the stable North American Tectonic Plate.
DJ3666
DJ3666.The coordinates are valid at the epoch date displayed above
DJ3666.which is a decimal equivalence of Year/Month/Day.
DJ3666
DJ3666.Significant digits in the geoid height do not necessarily reflect accuracy.
DJ3666.GEOID12B height accuracy estimate available here.
DJ3666
DJ3666.The PID for the CORS ARP is DJ3665.
DJ3666
DJ3666.The XYZ, and position/ellipsoidal ht. are equivalent.
DJ3666
DJ3666.The ellipsoidal height was determined by GPS observations
DJ3666.and is referenced to NAD 83.
DJ3666
DJ3666. The following values were computed from the NAD 83(2011) position.
DJ3666
DJ3666; North East Units Scale Factor Converg.
DJ3666;SPC CA 1 - 625,857.774 1,796,735.882 MT 0.99991806 -1 34 00.9
DJ3666;SPC CA 1 - 2,053,335.05 5,894,790.97 sFT 0.99991806 -1 34 00.9
DJ3666;UTM 10 - 4,477,727.469 381,580.399 MT 0.99977262 -0 54 21.1
DJ3666
DJ3666! - Elev Factor x Scale Factor = Combined Factor
DJ3666!SPC CA 1 - 0.99995198 x 0.99991806 = 0.99987004
DJ3666!UTM 10 - 0.99995198 x 0.99977262 = 0.99972461
DJ3666
DJ3666 SUPERSEDED SURVEY CONTROL
DJ3666
DJ3666 NAD 83(CORS)- 40 26 30.36705(N) 124 23 46.74573(W) AD(2002.00) c
DJ3666 ELLIP H (10/??/07) 306.188 (m) GP(2002.00) c c
DJ3666
DJ3666.Superseded values are not recommended for survey control.
DJ3666
DJ3666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DJ3666.See file dsdata.txt to determine how the superseded data were derived.
DJ3666
DJ3666_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK8158077727(NAD 83)
DJ3666
DJ3666_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
DJ3666
DJ3666 STATION DESCRIPTION
DJ3666
DJ3666'DESCRIBED BY NATIONAL GEODETIC SURVEY
DJ3666'STATION IS A GPS CORS. LATEST INFORMATION INCLUDING POSITIONS AND
DJ3666'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DJ3666'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DJ3666' ftp://cors.ngs.noaa.gov/cors/README.txt
DJ3666' ftp://cors.ngs.noaa.gov/cors/coord/coord_08
DJ3666' ftp://cors.ngs.noaa.gov/cors/station_log
DJ3666' http://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
DJ3667 ***********************************************************************
DJ3667 CORS - This is a GPS Continuously Operating Reference Station.
DJ3667 DESIGNATION - CAPE MENDOCINO 6 CORS ARP
DJ3667 CORS_ID - CME6
DJ3667 PID - DJ3667
DJ3667 STATE/COUNTY- CA/HUMBOLDT
DJ3667 COUNTRY - US
DJ3667 USGS QUAD - CAPE MENDOCINO (1969)
DJ3667
DJ3667 *CURRENT SURVEY CONTROL
DJ3667 ______________________________________________________________________
DJ3667* NAD 83(2011) POSITION- 40 26 29.05182(N) 124 23 46.73064(W) ADJUSTED
DJ3667* NAD 83(2011) ELLIP HT- 304.425 (meters) (08/??/11) ADJUSTED
DJ3667* NAD 83(2011) EPOCH - 2010.00
DJ3667* NAVD 88 ORTHO HEIGHT - **(meters) **(feet)
DJ3667 ______________________________________________________________________
DJ3667 NAD 83(2011) X - -2,746,210.437 (meters) COMP
DJ3667 NAD 83(2011) Y - -4,011,292.734 (meters) COMP
DJ3667 NAD 83(2011) Z - 4,115,607.394 (meters) COMP
DJ3667 GEOID HEIGHT - -31.546 (meters) GEOID12B
DJ3667
DJ3667 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DJ3667 Standards:
DJ3667 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DJ3667 Horiz Ellip SD_N SD_E SD_h (unitless)
DJ3667 -------------------------------------------------------------------
DJ3667 NETWORK 2.55 8.26 1.16 0.89 4.21 -0.01269927
DJ3667 -------------------------------------------------------------------
DJ3667 Click here for local accuracies and other accuracy information.
DJ3667
DJ3667
DJ3667.The coordinates were established by GPS observations
DJ3667.and adjusted by the National Geodetic Survey in August 2011.
DJ3667
DJ3667.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DJ3667.been affixed to the stable North American Tectonic Plate.
DJ3667
DJ3667.The coordinates are valid at the epoch date displayed above
DJ3667.which is a decimal equivalence of Year/Month/Day.
DJ3667
DJ3667.Significant digits in the geoid height do not necessarily reflect accuracy.
DJ3667.GEOID12B height accuracy estimate available here.
DJ3667
DJ3667.The PID for the CORS L1 Phase Center is DJ3668.
DJ3667
DJ3667.The XYZ, and position/ellipsoidal ht. are equivalent.
DJ3667
DJ3667.The ellipsoidal height was determined by GPS observations
DJ3667.and is referenced to NAD 83.
DJ3667
DJ3667. The following values were computed from the NAD 83(2011) position.
DJ3667
DJ3667; North East Units Scale Factor Converg.
DJ3667;SPC CA 1 - 625,816.950 1,796,735.172 MT 0.99991810 -1 34 00.9
DJ3667;SPC CA 1 - 2,053,201.11 5,894,788.64 sFT 0.99991810 -1 34 00.9
DJ3667;UTM 10 - 4,477,686.646 381,580.160 MT 0.99977262 -0 54 21.1
DJ3667
DJ3667! - Elev Factor x Scale Factor = Combined Factor
DJ3667!SPC CA 1 - 0.99995225 x 0.99991810 = 0.99987035
DJ3667!UTM 10 - 0.99995225 x 0.99977262 = 0.99972488
DJ3667
DJ3667 SUPERSEDED SURVEY CONTROL
DJ3667
DJ3667 NAD 83(CORS)- 40 26 29.04316(N) 124 23 46.72865(W) AD(2002.00) c
DJ3667 ELLIP H (10/??/07) 304.461 (m) GP(2002.00) c c
DJ3667
DJ3667.Superseded values are not recommended for survey control.
DJ3667
DJ3667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DJ3667.See file dsdata.txt to determine how the superseded data were derived.
DJ3667
DJ3667_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK8158077686(NAD 83)
DJ3667
DJ3667_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DJ3667
DJ3667 STATION DESCRIPTION
DJ3667
DJ3667'DESCRIBED BY NATIONAL GEODETIC SURVEY 2011
DJ3667'STATION IS A GPS CORS. LATEST INFORMATION INCLUDING POSITIONS AND
DJ3667'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DJ3667'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DJ3667' ftp://cors.ngs.noaa.gov/cors/README.txt
DJ3667' ftp://cors.ngs.noaa.gov/cors/coord/coord_08
DJ3667' ftp://cors.ngs.noaa.gov/cors/station_log
DJ3667' http://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
DJ3668 ***********************************************************************
DJ3668 CORS - This is a GPS Continuously Operating Reference Station.
DJ3668 DESIGNATION - CAPE MENDOCINO 6 CORS L1 PHASE CENTER
DJ3668 CORS_ID - CME6
DJ3668 PID - DJ3668
DJ3668 STATE/COUNTY- CA/HUMBOLDT
DJ3668 COUNTRY - US
DJ3668 USGS QUAD - CAPE MENDOCINO (1969)
DJ3668
DJ3668 *CURRENT SURVEY CONTROL
DJ3668 ______________________________________________________________________
DJ3668* NAD 83(2011) POSITION- 40 26 29.05173(N) 124 23 46.73074(W) ADJUSTED
DJ3668* NAD 83(2011) ELLIP HT- 304.488 (meters) (08/??/11) ADJUSTED
DJ3668* NAD 83(2011) EPOCH - 2010.00
DJ3668* NAVD 88 ORTHO HEIGHT - **(meters) **(feet)
DJ3668 ______________________________________________________________________
DJ3668 NAD 83(2011) X - -2,746,210.467 (meters) COMP
DJ3668 NAD 83(2011) Y - -4,011,292.774 (meters) COMP
DJ3668 NAD 83(2011) Z - 4,115,607.433 (meters) COMP
DJ3668 GEOID HEIGHT - -31.546 (meters) GEOID12B
DJ3668
DJ3668 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DJ3668 Standards:
DJ3668 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DJ3668 Horiz Ellip SD_N SD_E SD_h (unitless)
DJ3668 -------------------------------------------------------------------
DJ3668 NETWORK 2.55 8.26 1.16 0.89 4.21 -0.01269927
DJ3668 -------------------------------------------------------------------
DJ3668 Click here for local accuracies and other accuracy information.
DJ3668
DJ3668
DJ3668.The coordinates were established by GPS observations
DJ3668.and adjusted by the National Geodetic Survey in August 2011.
DJ3668
DJ3668.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DJ3668.been affixed to the stable North American Tectonic Plate.
DJ3668
DJ3668.The coordinates are valid at the epoch date displayed above
DJ3668.which is a decimal equivalence of Year/Month/Day.
DJ3668
DJ3668.Significant digits in the geoid height do not necessarily reflect accuracy.
DJ3668.GEOID12B height accuracy estimate available here.
DJ3668
DJ3668.The PID for the CORS ARP is DJ3667.
DJ3668
DJ3668.The XYZ, and position/ellipsoidal ht. are equivalent.
DJ3668
DJ3668.The ellipsoidal height was determined by GPS observations
DJ3668.and is referenced to NAD 83.
DJ3668
DJ3668. The following values were computed from the NAD 83(2011) position.
DJ3668
DJ3668; North East Units Scale Factor Converg.
DJ3668;SPC CA 1 - 625,816.947 1,796,735.169 MT 0.99991810 -1 34 00.9
DJ3668;SPC CA 1 - 2,053,201.10 5,894,788.63 sFT 0.99991810 -1 34 00.9
DJ3668;UTM 10 - 4,477,686.643 381,580.157 MT 0.99977262 -0 54 21.1
DJ3668
DJ3668! - Elev Factor x Scale Factor = Combined Factor
DJ3668!SPC CA 1 - 0.99995224 x 0.99991810 = 0.99987034
DJ3668!UTM 10 - 0.99995224 x 0.99977262 = 0.99972487
DJ3668
DJ3668 SUPERSEDED SURVEY CONTROL
DJ3668
DJ3668 NAD 83(CORS)- 40 26 29.04307(N) 124 23 46.72875(W) AD(2002.00) c
DJ3668 ELLIP H (10/??/07) 304.524 (m) GP(2002.00) c c
DJ3668
DJ3668.Superseded values are not recommended for survey control.
DJ3668
DJ3668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DJ3668.See file dsdata.txt to determine how the superseded data were derived.
DJ3668
DJ3668_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK8158077686(NAD 83)
DJ3668
DJ3668_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
DJ3668
DJ3668 STATION DESCRIPTION
DJ3668
DJ3668'DESCRIBED BY NATIONAL GEODETIC SURVEY
DJ3668'STATION IS A GPS CORS. LATEST INFORMATION INCLUDING POSITIONS AND
DJ3668'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DJ3668'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DJ3668' ftp://cors.ngs.noaa.gov/cors/README.txt
DJ3668' ftp://cors.ngs.noaa.gov/cors/coord/coord_08
DJ3668' ftp://cors.ngs.noaa.gov/cors/station_log
DJ3668' http://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
LV0997 ***********************************************************************
LV0997 DESIGNATION - DOLE
LV0997 PID - LV0997
LV0997 STATE/COUNTY- CA/HUMBOLDT
LV0997 COUNTRY - US
LV0997 USGS QUAD - CAPE MENDOCINO (1969)
LV0997
LV0997 *CURRENT SURVEY CONTROL
LV0997 ______________________________________________________________________
LV0997* NAD 83(1992) POSITION- 40 26 28.52057(N) 124 24 06.07776(W) ADJUSTED
LV0997* NAD 83(1992) EPOCH - 1991.35
LV0997* NAVD 88 ORTHO HEIGHT - 271.7 (meters) 891. (feet) VERTCON
LV0997 ______________________________________________________________________
LV0997 GEOID HEIGHT - -31.581 (meters) GEOID12B
LV0997 LAPLACE CORR - 13.43 (seconds) DEFLEC12B
LV0997 HORZ ORDER - THIRD
LV0997
LV0997.The horizontal coordinates were established by classical geodetic methods
LV0997.and adjusted by the National Geodetic Survey in March 1994.
LV0997.
LV0997.The NAVD 88 height was computed by applying the VERTCON shift value to
LV0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
LV0997
LV0997.Significant digits in the geoid height do not necessarily reflect accuracy.
LV0997.GEOID12B height accuracy estimate available here.
LV0997
LV0997.The Laplace correction was computed from DEFLEC12B derived deflections.
LV0997
LV0997. The following values were computed from the NAD 83(1992) position.
LV0997
LV0997; North East Units Scale Factor Converg.
LV0997;SPC CA 1 - 625,813.052 1,796,278.976 MT 0.99991812 -1 34 13.5
LV0997;SPC CA 1 - 2,053,188.32 5,893,291.94 sFT 0.99991812 -1 34 13.5
LV0997;UTM 10 - 4,477,677.486 381,124.105 MT 0.99977395 -0 54 33.6
LV0997
LV0997! - Elev Factor x Scale Factor = Combined Factor
LV0997!SPC CA 1 - 0.99996234 x 0.99991812 = 0.99988046
LV0997!UTM 10 - 0.99996234 x 0.99977395 = 0.99973630
LV0997
LV0997: Primary Azimuth Mark Grid Az
LV0997:SPC CA 1 - SOUTH OF CAPE 2 158 45 45.9
LV0997:UTM 10 - SOUTH OF CAPE 2 158 06 06.0
LV0997
LV0997|---------------------------------------------------------------------|
LV0997| PID Reference Object Distance Geod. Az |
LV0997| dddmmss.s |
LV0997| LV0998 ALPHA 224.491 METERS 07146 |
LV0997| DB5813 DOLE RM 2 59.230 METERS 12739 |
LV0997| LV0995 SOUTH OF CAPE 2 APPROX. 2.6 KM 1571132.4 |
LV0997| DB5812 DOLE RM 1 75.610 METERS 18942 |
LV0997| LV0996 AN APPROX. 1.4 KM 2442543.1 |
LV0997| LV1003 CAPE MENDOCINO LIGHTHOUSE 442.151 METERS 2523817.9 |
LV0997| LV1002 CAPE ROCK APPROX. 1.1 KM 2552717.9 |
LV0997| LV1001 SHARP ROCK GUS APPROX. 1.3 KM 2945402.6 |
LV0997|---------------------------------------------------------------------|
LV0997
LV0997 SUPERSEDED SURVEY CONTROL
LV0997
LV0997 NAD 83(1986)- 40 26 28.46888(N) 124 24 06.08090(W) AD(1984.00) 3
LV0997 NAD 27 - 40 26 28.98600(N) 124 24 01.88600(W) AD( ) 3
LV0997 NGVD 29 (07/19/86) 270.7 (m) 888. (f) VERT ANG
LV0997
LV0997.Superseded values are not recommended for survey control.
LV0997
LV0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LV0997.See file dsdata.txt to determine how the superseded data were derived.
LV0997
LV0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK8112477677(NAD 83)
LV0997
LV0997_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
LV0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
LV0997
LV0997 HISTORY - Date Condition Report By
LV0997 HISTORY - 1938 MONUMENTED CGS
LV0997 HISTORY - 1955 SEE DESCRIPTION CGS
LV0997 HISTORY - 1963 SEE DESCRIPTION CGS
LV0997 HISTORY - 1971 SEE DESCRIPTION NGS
LV0997
LV0997 STATION DESCRIPTION
LV0997
LV0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FHH)
LV0997'STATION IS LOCATED ON CAPE MENDOCINO, 450 METERS DIRECTLY
LV0997'INSHORE FROM CAPE MENDOCINO LIGHTHOUSE, ABOUT 50 FEET N OF
LV0997'RANGE OF THE LIGHTHOUSE AND CAPE ROCK, ON EDGE OF SMALL ROCKY
LV0997'BLUFF. OFF ROCK AND BLUNTS REEF ARE IN RANGE FROM THE STATION.
LV0997'
LV0997'STATION IS MARKED BY A STANDARD BRONZE DISK SET IN A CONCRETE
LV0997'POST AS DESCRIBED IN NOTE 1A. REFERENCE MARK NO. 1 IS A STANDARD
LV0997'BRONZE DISK SET IN A BOULDER AS DESCRIBED IN NOTE 12C. REFERENCE
LV0997'MARK NO. 2 IS A STANDARD BRONZE DISK SET IN CONCRETE, IN
LV0997'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 12B.
LV0997'
LV0997'REFERENCE MARK NO. 1 IS IN A 5-FOOT BOULDER ON A SMALL RIDGE
LV0997'S OF STATION. REFERENCE MARK NO. 2 IS SE OF STATION AND ABOUT
LV0997'10 FEET HIGHER IN ELEVATION.
LV0997
LV0997 STATION RECOVERY (1955)
LV0997
LV0997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WMG)
LV0997'STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
LV0997'
LV0997'THE DESCRIPTION IS GOOD.
LV0997
LV0997 STATION RECOVERY (1963)
LV0997
LV0997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
LV0997'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
LV0997'AS DESCRIBED BY F.H.H. IN 1938.
LV0997'
LV0997'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS. ALL MARKS
LV0997'ARE STAMPED DOLE 1938.
LV0997
LV0997 STATION RECOVERY (1971)
LV0997
LV0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
LV0997'THE STATION MARK WAS RECOVERED AS DESCIBED IN GOOD CONDITION.
LV0997'THE REFERENCE MARKS WERE NOT SEARCHED FOR. STATION IS NOT
LV0997'SUITABLE FOR A HI-FIX SITE.
LV0997'
LV0997'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.2 MILES
LV0997'S.W. OF CAPETOWN
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
LV1257 ***********************************************************************
LV1257 DESIGNATION - G 1467
LV1257 PID - LV1257
LV1257 STATE/COUNTY- CA/HUMBOLDT
LV1257 COUNTRY - US
LV1257 USGS QUAD - CAPE MENDOCINO (1969)
LV1257
LV1257 *CURRENT SURVEY CONTROL
LV1257 ______________________________________________________________________
LV1257* NAD 83(1986) POSITION- 40 26 05. (N) 124 23 42. (W) SCALED
LV1257* NAVD 88 ORTHO HEIGHT - 161.079 (meters) 528.47 (feet) ADJUSTED
LV1257 ______________________________________________________________________
LV1257 GEOID HEIGHT - -31.545 (meters) GEOID12B
LV1257 DYNAMIC HEIGHT - 161.006 (meters) 528.23 (feet) COMP
LV1257 MODELED GRAVITY - 980,167.6 (mgal) NAVD 88
LV1257
LV1257 VERT ORDER - FIRST CLASS II
LV1257
LV1257.The horizontal coordinates were scaled from a topographic map and have
LV1257.an estimated accuracy of +/- 6 seconds.
LV1257.
LV1257.The orthometric height was determined by differential leveling and
LV1257.adjusted by the NATIONAL GEODETIC SURVEY
LV1257.in December 1992.
LV1257
LV1257.Significant digits in the geoid height do not necessarily reflect accuracy.
LV1257.GEOID12B height accuracy estimate available here.
LV1257
LV1257.The dynamic height is computed by dividing the NAVD 88
LV1257.geopotential number by the normal gravity value computed on the
LV1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LV1257.degrees latitude (g = 980.6199 gals.).
LV1257
LV1257.The modeled gravity was interpolated from observed gravity values.
LV1257
LV1257; North East Units Estimated Accuracy
LV1257;SPC CA 1 - 625,070. 1,796,830. MT (+/- 180 meters Scaled)
LV1257
LV1257 SUPERSEDED SURVEY CONTROL
LV1257
LV1257 NGVD 29 (12/02/92) 160.124 (m) 525.34 (f) ADJUSTED 1 2
LV1257
LV1257.Superseded values are not recommended for survey control.
LV1257
LV1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LV1257.See file dsdata.txt to determine how the superseded data were derived.
LV1257
LV1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK816769(NAD 83)
LV1257
LV1257_MARKER: I = METAL ROD
LV1257_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
LV1257_STAMPING: G 1467 1992
LV1257_MARK LOGO: NGS
LV1257_PROJECTION: PROJECTING 2 CENTIMETERS
LV1257_MAGNETIC: I = MARKER IS A STEEL ROD
LV1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
LV1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
LV1257+SATELLITE: SATELLITE OBSERVATIONS - 1992
LV1257_ROD/PIPE-DEPTH: 6.0 meters
LV1257
LV1257 HISTORY - Date Condition Report By
LV1257 HISTORY - 1992 MONUMENTED NGS
LV1257
LV1257 STATION DESCRIPTION
LV1257
LV1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
LV1257'21.5 KM (13.35 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
LV1257'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, 15.1 M (49.5 FT) NORTHEAST
LV1257'OF UTILITY POLE NUMBER 062 60 WITH 2 GUY CABLES, 12.0 M (39.4 FT)
LV1257'NORTHWEST OF THE ROAD CENTERLINE, 8.7 M (28.5 FT) SOUTHWEST OF THE
LV1257'NORTHWEST END OF A CULVERT NUMBER 26-78, 0.6 M (2.0 FT) ABOVE THE
LV1257'LEVEL OF THE ROAD, AND 0.2 M (0.7 FT) SOUTHEAST OF A WITNESS POST.
LV1257'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
LV0366 ***********************************************************************
LV0366 DESIGNATION - M 229
LV0366 PID - LV0366
LV0366 STATE/COUNTY- CA/HUMBOLDT
LV0366 COUNTRY - US
LV0366 USGS QUAD - CAPE MENDOCINO (1969)
LV0366
LV0366 *CURRENT SURVEY CONTROL
LV0366 ______________________________________________________________________
LV0366* NAD 83(1986) POSITION- 40 26 09. (N) 124 24 07. (W) SCALED
LV0366* NAVD 88 ORTHO HEIGHT - 93.880 (meters) 308.00 (feet) ADJUSTED
LV0366 ______________________________________________________________________
LV0366 GEOID HEIGHT - -31.588 (meters) GEOID12B
LV0366 DYNAMIC HEIGHT - 93.837 (meters) 307.86 (feet) COMP
LV0366 MODELED GRAVITY - 980,174.0 (mgal) NAVD 88
LV0366
LV0366 VERT ORDER - FIRST CLASS II
LV0366
LV0366.The horizontal coordinates were scaled from a topographic map and have
LV0366.an estimated accuracy of +/- 6 seconds.
LV0366.
LV0366.The orthometric height was determined by differential leveling and
LV0366.adjusted by the NATIONAL GEODETIC SURVEY
LV0366.in December 1992.
LV0366
LV0366.Significant digits in the geoid height do not necessarily reflect accuracy.
LV0366.GEOID12B height accuracy estimate available here.
LV0366
LV0366.The dynamic height is computed by dividing the NAVD 88
LV0366.geopotential number by the normal gravity value computed on the
LV0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LV0366.degrees latitude (g = 980.6199 gals.).
LV0366
LV0366.The modeled gravity was interpolated from observed gravity values.
LV0366
LV0366; North East Units Estimated Accuracy
LV0366;SPC CA 1 - 625,210. 1,796,240. MT (+/- 180 meters Scaled)
LV0366
LV0366 SUPERSEDED SURVEY CONTROL
LV0366
LV0366 NGVD 29 (12/02/92) 92.925 (m) 304.87 (f) ADJUSTED 1 2
LV0366 NGVD 29 (??/??/87) 96.365 (m) 316.16 (f) SUPERSEDED 1 2
LV0366
LV0366.Superseded values are not recommended for survey control.
LV0366
LV0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LV0366.See file dsdata.txt to determine how the superseded data were derived.
LV0366
LV0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK810770(NAD 83)
LV0366
LV0366_MARKER: DB = BENCH MARK DISK
LV0366_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
LV0366_STAMPING: M 229 1935
LV0366_MARK LOGO: CGS
LV0366_MAGNETIC: N = NO MAGNETIC MATERIAL
LV0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
LV0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
LV0366+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1992
LV0366
LV0366 HISTORY - Date Condition Report By
LV0366 HISTORY - 1935 MONUMENTED CGS
LV0366 HISTORY - 1972 GOOD USGS
LV0366 HISTORY - 19921007 GOOD NGS
LV0366
LV0366 STATION DESCRIPTION
LV0366
LV0366'DESCRIBED BY US GEOLOGICAL SURVEY 1972
LV0366'3.8 MI S FROM CAPETOWN.
LV0366'NEW DESCRIPTION-- 3.8 MILES SOUTH ALONG THE FERNDALE-PETROLIA
LV0366'ROAD FROM CAPETOWN, HUMBOLDT COUNTY, AT THE FIRST SHARP CURVE
LV0366'BELOW THE JUNCTION OF A ROAD LEADING TO CAPE MENDOCINA LIGHTHOUSE,
LV0366'ABOUT 245 FEET NORTHEAST OF THE CENTERLINE OF THE HAIRPIN TURN,
LV0366'ABOUT 145 FEET NORTH OF THE NORTHMOST POST OF THE TURN, ON A
LV0366'SMALL FLAT ON THE SIDEHILL, A STANDARD DISK STAMPED M 229 1935
LV0366'AND SET IN TOP OF A CONCRETE POST.
LV0366
LV0366 STATION RECOVERY (1992)
LV0366
LV0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
LV0366'20.8 KM (12.90 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
LV0366'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, IN A SMALL FLAT AREA ON
LV0366'THE SOUTH SLOPE OF A HILL, 45.0 M (147.6 FT) NORTH OF THE ROAD
LV0366'CENTERLINE, 41.0 M (134.5 FT) NORTH-NORTHEAST OF THE CENTER OF A
LV0366'GATE, 35.0 M (114.8 FT) NORTH OF A FENCE, 15.0 M (49.2 FT) ABOVE THE
LV0366'LEVEL OF THE ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE
LV0366'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
LV0993 ***********************************************************************
LV0993 DESIGNATION - MENDOCINO 2
LV0993 PID - LV0993
LV0993 STATE/COUNTY- CA/HUMBOLDT
LV0993 COUNTRY - US
LV0993 USGS QUAD - CAPE MENDOCINO (1969)
LV0993
LV0993 *CURRENT SURVEY CONTROL
LV0993 ______________________________________________________________________
LV0993* NAD 83(1992) POSITION- 40 26 38.18524(N) 124 23 34.30016(W) ADJUSTED
LV0993* NAD 83(1992) EPOCH - 1991.35
LV0993* NAVD 88 ORTHO HEIGHT - 368.1 (meters) 1208. (feet) VERTCON
LV0993 ______________________________________________________________________
LV0993 GEOID HEIGHT - -31.522 (meters) GEOID12B
LV0993 LAPLACE CORR - 13.38 (seconds) DEFLEC12B
LV0993 HORZ ORDER - THIRD
LV0993
LV0993.The horizontal coordinates were established by classical geodetic methods
LV0993.and adjusted by the National Geodetic Survey in March 1994.
LV0993.
LV0993.The NAVD 88 height was computed by applying the VERTCON shift value to
LV0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
LV0993
LV0993.Significant digits in the geoid height do not necessarily reflect accuracy.
LV0993.GEOID12B height accuracy estimate available here.
LV0993
LV0993.The Laplace correction was computed from DEFLEC12B derived deflections.
LV0993
LV0993. The following values were computed from the NAD 83(1992) position.
LV0993
LV0993; North East Units Scale Factor Converg.
LV0993;SPC CA 1 - 626,090.541 1,797,035.680 MT 0.99991780 -1 33 52.8
LV0993;SPC CA 1 - 2,054,098.72 5,895,774.56 sFT 0.99991780 -1 33 52.8
LV0993;UTM 10 - 4,477,963.645 381,877.449 MT 0.99977175 -0 54 13.2
LV0993
LV0993! - Elev Factor x Scale Factor = Combined Factor
LV0993!SPC CA 1 - 0.99994721 x 0.99991780 = 0.99986501
LV0993!UTM 10 - 0.99994721 x 0.99977175 = 0.99971897
LV0993
LV0993: Primary Azimuth Mark Grid Az
LV0993:SPC CA 1 - SOUTH OF CAPE 2 175 50 40.3
LV0993:UTM 10 - SOUTH OF CAPE 2 175 11 00.7
LV0993
LV0993|---------------------------------------------------------------------|
LV0993| PID Reference Object Distance Geod. Az |
LV0993| dddmmss.s |
LV0993| DB5449 MENDOCINO 2 RM 1 8.862 METERS 05924 |
LV0993| LV0995 SOUTH OF CAPE 2 APPROX. 2.7 KM 1741647.5 |
LV0993| DB5450 MENDOCINO 2 RM 2 5.020 METERS 19348 |
LV0993| LV0999 STEAMBOAT ROCK HIGHEST POINT APPROX. 3.3 KM 1960733.3 |
LV0993|---------------------------------------------------------------------|
LV0993
LV0993 SUPERSEDED SURVEY CONTROL
LV0993
LV0993 NAD 83(1986)- 40 26 38.13417(N) 124 23 34.30379(W) AD(1984.00) 3
LV0993 NAD 27 - 40 26 38.65000(N) 124 23 30.11300(W) AD( ) 3
LV0993 NGVD 29 (07/19/86) 367.1 (m) 1204. (f) VERT ANG
LV0993
LV0993.Superseded values are not recommended for survey control.
LV0993
LV0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LV0993.See file dsdata.txt to determine how the superseded data were derived.
LV0993
LV0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK8187777963(NAD 83)
LV0993
LV0993_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
LV0993_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
LV0993_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
LV0993
LV0993 HISTORY - Date Condition Report By
LV0993 HISTORY - 1928 MONUMENTED CGS
LV0993 HISTORY - 1929 SEE DESCRIPTION CGS
LV0993 HISTORY - 1938 SEE DESCRIPTION CGS
LV0993 HISTORY - 1956 SEE DESCRIPTION USN
LV0993 HISTORY - 1963 SEE DESCRIPTION CGS
LV0993 HISTORY - 1971 SEE DESCRIPTION NGS
LV0993
LV0993 STATION DESCRIPTION
LV0993
LV0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB)
LV0993'STATION IS ON THE HIGHEST POINT OF CAPE MENDOCINO. ABOUT 1/2
LV0993'MILE INSHORE, AND ABOUT 3 METERS S OF THE RIM OF THE HILL.
LV0993'
LV0993'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, IN
LV0993'THE TOP OF A TILE AS DESCRIBED IN NOTE 6A. UNDERGROUND AND
LV0993'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
LV0993'AS DESCRIBED IN NOTES 7A AND 11B.
LV0993
LV0993 STATION RECOVERY (1929)
LV0993
LV0993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (APR)
LV0993'STATION RECOVERED IN GOOD CONDITION.
LV0993'
LV0993'CONTINUE ON WILDCAT ROAD (1.6 MILES) FROM BEAR RIVER BRIDGE
LV0993'TO CORRAL ON W SIDE OF ROAD. GO THROUGH CORRAL AND UP THE
LV0993'HILL IN A WESTERLY DIRECTION TO HIGHEST POINT. HILL BREAKS
LV0993'OFF SHARPLY TO N.
LV0993
LV0993 STATION RECOVERY (1938)
LV0993
LV0993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FHH)
LV0993'STATION RECOVERED IN GOOD CONDITION. SEE 1936 RECOVERY NOTE.
LV0993
LV0993 STATION RECOVERY (1956)
LV0993
LV0993'RECOVERY NOTE BY US NAVY 1956
LV0993'STATION RECOVERED AS DESCRIBED. SURFACE MARK FOUND IN GOOD
LV0993'CONDITION TWO INCHES BELOW GROUND SURFACE. REFERENCE MARKS
LV0993'WERE FOUND IN GOOD CONDITION.
LV0993'
LV0993'A NEW U.S. AIR FORCE RADAR STATION IS PRESENTLY UNDER CONSTRUCTION
LV0993'IN THE VICINITY OF THIS STATION. THE STATION MARK CAN NOW
LV0993'BE REACHED BY DRIVING IN A NORTHWESTERLY DIRECTION ON A GRAVEL
LV0993'ROAD 0.9 MILE FROM THE CAPETOWN-PETROLIA ROAD TO THE NEW AIR FORCE
LV0993'STATION. STATION MARK IS LOCATED ON THE CREST OF CAPE MENDOCINO
LV0993'APPROXIMATELY 200 METERS NORTH OF THIS RADAR STATION.
LV0993
LV0993 STATION RECOVERY (1963)
LV0993
LV0993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FN)
LV0993'THE STATION AND REFERENCE MARK WAS RECOVERED IN GOOD CONDITION
LV0993'AS DESCRIBED BY G.L.B. IN 1928 AND U.S.N.H.O. IN 1956 EXCEPT
LV0993'THE STATION IS ABOUT 500 FEET WEST OF THE RADAR INSTALLATION.
LV0993'REFERENCE MARK 2 WAS SEARCHED FOR AND WAS NOT FOUND.
LV0993'
LV0993'THE STATION IS A STANDARD DISK STAMPED MENDOCINO 2 1928 SET
LV0993'FLUSH IN A 10 INCH DIAMETER CONCRETE MONUMENT.
LV0993'
LV0993'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MENDOCINO 2 NO 1
LV0993'1928 SET IN A 10-INCH DIAMETER CONCRETE MONUMENT, PROJECTING
LV0993'1 INCH.
LV0993
LV0993 STATION RECOVERY (1971)
LV0993
LV0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DRT)
LV0993'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN
LV0993'GOOD CONDITION AS DESCRIBED BY F.N. IN 1963. REFERENCE MARK
LV0993'NO. 2 WAS SEARCHED FOR BUT NOT FOUND. STATION MARK IS SUITABLE
LV0993'FOR A HI-FIX SITE.
LV0993'
LV0993'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
LV0993'S.W. OF CAPETOWN
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
AC6094 ***********************************************************************
AC6094 DESIGNATION - MENDOCINO NORTH
AC6094 PID - AC6094
AC6094 STATE/COUNTY- CA/HUMBOLDT
AC6094 COUNTRY - US
AC6094 USGS QUAD - CAPE MENDOCINO (1969)
AC6094
AC6094 *CURRENT SURVEY CONTROL
AC6094 ______________________________________________________________________
AC6094* NAD 83(2011) POSITION- 40 26 35.74947(N) 124 23 46.46545(W) ADJUSTED
AC6094* NAD 83(2011) ELLIP HT- 304.339 (meters) (06/27/12) ADJUSTED
AC6094* NAD 83(2011) EPOCH - 2010.00
AC6094* NAVD 88 ORTHO HEIGHT - 335.883 (meters) 1101.98 (feet) ADJUSTED
AC6094 ______________________________________________________________________
AC6094 NAD 83(2011) X - -2,746,129.534 (meters) COMP
AC6094 NAD 83(2011) Y - -4,011,185.625 (meters) COMP
AC6094 NAD 83(2011) Z - 4,115,764.574 (meters) COMP
AC6094 LAPLACE CORR - 13.56 (seconds) DEFLEC12B
AC6094 GEOID HEIGHT - -31.544 (meters) GEOID12B
AC6094 DYNAMIC HEIGHT - 335.733 (meters) 1101.48 (feet) COMP
AC6094 MODELED GRAVITY - 980,166.5 (mgal) NAVD 88
AC6094
AC6094 VERT ORDER - SECOND CLASS I
AC6094
AC6094 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
AC6094 Standards:
AC6094 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
AC6094 Horiz Ellip SD_N SD_E SD_h (unitless)
AC6094 -------------------------------------------------------------------
AC6094 NETWORK 1.22 3.19 0.55 0.41 1.63 0.31835765
AC6094 -------------------------------------------------------------------
AC6094 Click here for local accuracies and other accuracy information.
AC6094
AC6094
AC6094.This is a reference station for the CAPE MENDOCINO 1
AC6094.National Continuously Operating Reference Station (CME1).
AC6094
AC6094.The horizontal coordinates were established by GPS observations
AC6094.and adjusted by the National Geodetic Survey in June 2012.
AC6094
AC6094.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
AC6094.been affixed to the stable North American tectonic plate. See
AC6094.NA2011 for more information.
AC6094
AC6094.The horizontal coordinates are valid at the epoch date displayed above
AC6094.which is a decimal equivalence of Year/Month/Day.
AC6094
AC6094.The orthometric height was determined by differential leveling and
AC6094.adjusted by the NATIONAL GEODETIC SURVEY
AC6094.in July 2002.
AC6094
AC6094.Significant digits in the geoid height do not necessarily reflect accuracy.
AC6094.GEOID12B height accuracy estimate available here.
AC6094
AC6094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AC6094
AC6094.The Laplace correction was computed from DEFLEC12B derived deflections.
AC6094
AC6094.The ellipsoidal height was determined by GPS observations
AC6094.and is referenced to NAD 83.
AC6094
AC6094.The dynamic height is computed by dividing the NAVD 88
AC6094.geopotential number by the normal gravity value computed on the
AC6094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
AC6094.degrees latitude (g = 980.6199 gals.).
AC6094
AC6094.The modeled gravity was interpolated from observed gravity values.
AC6094
AC6094. The following values were computed from the NAD 83(2011) position.
AC6094
AC6094; North East Units Scale Factor Converg.
AC6094;SPC CA 1 - 626,023.276 1,796,747.067 MT 0.99991788 -1 34 00.7
AC6094;SPC CA 1 - 2,053,878.03 5,894,827.67 sFT 0.99991788 -1 34 00.7
AC6094;UTM 10 - 4,477,893.065 381,589.673 MT 0.99977259 -0 54 21.0
AC6094
AC6094! - Elev Factor x Scale Factor = Combined Factor
AC6094!SPC CA 1 - 0.99995226 x 0.99991788 = 0.99987014
AC6094!UTM 10 - 0.99995226 x 0.99977259 = 0.99972486
AC6094
AC6094|---------------------------------------------------------------------|
AC6094| PID Reference Object Distance Geod. Az |
AC6094| dddmmss.s |
AC6094| AC6095 MENDOCINO SOUTH 194.734 METERS 18013 |
AC6094|---------------------------------------------------------------------|
AC6094
AC6094 SUPERSEDED SURVEY CONTROL
AC6094
AC6094 NAD 83(2007)- 40 26 35.74651(N) 124 23 46.46766(W) AD(2007.00) 0
AC6094 ELLIP H (02/10/07) 304.349 (m) GP(2007.00)
AC6094 NAD 83(1992)- 40 26 35.72723(N) 124 23 46.44217(W) AD(1991.36) B
AC6094 ELLIP H (12/09/96) 303.838 (m) GP(1991.36) 1 1
AC6094 NAVD 88 (04/30/98) 335.88 (m) 1102.0 (f) LEVELING 3
AC6094 NAVD 88 (12/09/96) 335.1 (m) GEOID93 model used GPS OBS
AC6094
AC6094.Superseded values are not recommended for survey control.
AC6094
AC6094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AC6094.See file dsdata.txt to determine how the superseded data were derived.
AC6094
AC6094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK8158977893(NAD 83)
AC6094
AC6094_MARKER: I = METAL ROD
AC6094_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
AC6094_STAMPING: MENDOCINO NORTH 1994
AC6094_MARK LOGO: NGS
AC6094_PROJECTION: PROJECTING 5 CENTIMETERS
AC6094_MAGNETIC: N = NO MAGNETIC MATERIAL
AC6094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
AC6094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AC6094+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1996
AC6094_ROD/PIPE-DEPTH: 9.4 meters
AC6094
AC6094 HISTORY - Date Condition Report By
AC6094 HISTORY - 1994 MONUMENTED NGS
AC6094 HISTORY - 19960227 GOOD NGS
AC6094 HISTORY - 19970109 GOOD NGS
AC6094
AC6094 STATION DESCRIPTION
AC6094
AC6094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
AC6094'NOTE--THE ACCESS ROAD IS ON THE PROPERTY OF THE CAPE RANCH, OWNED BY
AC6094'MIRIAM C. WELCH, P.O. BOX 5701, ORANGE, CA 92667. PHONE 714-637-2733.
AC6094'FOR ACCESS THROUGH THE LOCKED GATE CONTACT MR. AND MRS. GIL DOW,
AC6094'CARETAKERS OF THE RANCH, 15325 MATTOLE ROAD, FERNDALE, CA 95536. PHONE
AC6094'707-786-9370. CONTACT THEM ONE DAY IN ADVANCE TO ARRANGE FOR THEM TO
AC6094'OPEN THE GATE.$THE STATION IS LOCATED ABOUT 41 KM (25.45 MI)
AC6094'SOUTH-SOUTHWEST OF EUREKA, 25 KM (15.55 MI) WEST-SOUTHWEST OF RIO
AC6094'DELL, 16 KM (9.95 MI) NORTHWEST OF PETROLIA, AT CAPE MENDOCINO, IN
AC6094'GRASS JUST SOUTH OF A BLUFF, IN A FLAT AREA AT THE EAST END OF A SMALL
AC6094'RIDGE, AND IN THE NORTHEAST CORNER OF THE COAST GUARD PROPERTY.
AC6094'OWNERSHIP--U.S. COAST GUARD, MAINTENANCE AND LOGISTICS COMMAND
AC6094'PACIFIC, COAST GUARD ISLAND BUILDING 50-6, ALAMEDA, CA 94501. CONTACT
AC6094'SCPO JOHN WOOD AT 510-437-5609, OR CWO3 LOU FREY AT 510-437-3759 AT
AC6094'LEAST ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.$TO
AC6094'REACH FROM THE INTERSECTION OF MAIN STREET (THE END OF STATE HIGHWAY
AC6094'211) AND OCEAN AVENUE IN FERNDALE, GO WEST-SOUTHWEST ON OCEAN AVENUE
AC6094'FOR 0.14 KM (0.10 MI) TO 5TH STREET ON THE RIGHT, MATTOLE ROAD ON THE
AC6094'LEFT, AND A SIGN CAPETOWN-PETROLIA. TURN LEFT, SOUTHERLY AND UPHILL
AC6094'ON THE PAVED ROAD FOR 9.84 KM (6.10 MI) TO A PAVED ROAD LEFT (BEAR
AC6094'RIVER RIDGE ROAD) AND A SIGN BUNKER HILL. CONTINUE AHEAD, SOUTHWEST,
AC6094'ON THE MAIN ROAD FOR 12.56 KM (7.80 MI) TO A CATTLE GUARD AT THE
AC6094'BOTTOM OF A LONG, STEEP GRADE AT THE SMALL TOWN OF CAPETOWN. CONTINUE
AC6094'AHEAD, SOUTHERLY, ON THE MAIN ROAD CROSSING THE BRIDGE OVER BEAR RIVER
AC6094'FOR 2.23 KM (1.40 MI) TO A GRAVEL ROAD RIGHT AT THE ENTRANCE TO THE
AC6094'CAPE RANCH. CONTINUE AHEAD, SOUTHERLY, ON THE MAIN ROAD FOR 0.83 KM
AC6094'(0.50 MI) TO A GRAVEL TRAIL ON THE RIGHT AT A LOCKED GATE. TURN
AC6094'RIGHT, SOUTHWEST, PASSING THROUGH GATE ON THE GRAVEL TRAIL FOR 1.00 KM
AC6094'(0.60 MI) TO THE END OF THE GRAVEL, AND A DIM DIRT AND GRASS
AC6094'Y-JUNCTION. TURN LEFT, SOUTH, ON THE DIRT AND GRASS TRAIL FOR 0.36 KM
AC6094'(0.20 MI) TO A GATE IN EACH ONE OF TWO PARALLEL FENCES. CONTINUE
AC6094'AHEAD, SOUTHERLY, ON THE TRAIL PASSING THROUGH BOTH GATES FOR 0.48 KM
AC6094'(0.30 MI) TO THE END OF THE TRAIL. BEAR RIGHT, WEST, ACROSS GRASS FOR
AC6094'0.24 KM (0.15 MI) TO THE INTERSECTION OF TWO FENCES AND THE STATION
AC6094'ACROSS ELECTRIC FENCE.$STATION IS A PUNCH HOLE TOP CENTER OF A
AC6094'STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
AC6094'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
AC6094'PROJECTING 5 CM. IT IS ABOUT 7 M (23.0 FT) SOUTH OF THE TOP OF THE
AC6094'BLUFF, 2.8 M (9.2 FT) SOUTH OF A FENCE CORNER POST, 0.9 M (3.0 FT)
AC6094'WEST-SOUTHWEST OF TWO WOODEN FENCE POSTS, 6.7 M (22.0 FT)
AC6094'NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST, AND 1.3 M (4.3 FT)
AC6094'WEST-NORTHWEST OF A FIBERGLASS POST.$DESCRIBED BY D.G. AUG
AC6094
AC6094 STATION RECOVERY (1996)
AC6094
AC6094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JGF)
AC6094'RECOVERED AS DESCRIBED. AT THIS POINT IN TIME ACCESS TO THE STATION
AC6094'REQUIRED WALKING MOST OF THE WAY IN AS THE PROPERTY CUSTODIAN WAS IN A
AC6094'DISPUTE WITH THE COAST GUARD OVER DRIVING THROUGH THE WET PASTURE. THE
AC6094'COAST GUARD IS IN THE PROCESS OF DOING A PURCHASE ORDER TO HAVE A
AC6094'GRAVEL ROAD BUILT TO ALLEVIATE THIS PROBLEM. A KEY TO THE GATE CAN BE
AC6094'OBTAINED FROM THE COAST GUARD ANT TEAM IN SAMOA, CA (JUST WEST OF
AC6094'EUREKA) . ALSO SUGGEST YOU CONTACT THE PROPERTY CUSTODIAN AT THE
AC6094'RANCH. IT SHOULD ALSO BE NOTED THAT THERE ARE BULLS IN THE PASTURE
AC6094'YOU GO THROUGH TO GET TO THE PASTURE THE SITE IS IN. WE HAD NO
AC6094'ENCOUNTERS BUT THERE IS THAT POSIBILITY IN WALKING TO THE SITE.
AC6094
AC6094 STATION RECOVERY (1997)
AC6094
AC6094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JGF)
AC6094'RECOVERED AS DESCRIBED.
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
AC6095 ***********************************************************************
AC6095 DESIGNATION - MENDOCINO SOUTH
AC6095 PID - AC6095
AC6095 STATE/COUNTY- CA/HUMBOLDT
AC6095 COUNTRY - US
AC6095 USGS QUAD - CAPE MENDOCINO (1969)
AC6095
AC6095 *CURRENT SURVEY CONTROL
AC6095 ______________________________________________________________________
AC6095* NAD 83(2011) POSITION- 40 26 29.43626(N) 124 23 46.49787(W) ADJUSTED
AC6095* NAD 83(2011) ELLIP HT- 302.288 (meters) (06/27/12) ADJUSTED
AC6095* NAD 83(2011) EPOCH - 2010.00
AC6095* NAVD 88 ORTHO HEIGHT - 333.828 (meters) 1095.23 (feet) ADJUSTED
AC6095 ______________________________________________________________________
AC6095 NAD 83(2011) X - -2,746,200.646 (meters) COMP
AC6095 NAD 83(2011) Y - -4,011,288.144 (meters) COMP
AC6095 NAD 83(2011) Z - 4,115,615.033 (meters) COMP
AC6095 LAPLACE CORR - 13.54 (seconds) DEFLEC12B
AC6095 GEOID HEIGHT - -31.546 (meters) GEOID12B
AC6095 DYNAMIC HEIGHT - 333.679 (meters) 1094.75 (feet) COMP
AC6095 MODELED GRAVITY - 980,167.0 (mgal) NAVD 88
AC6095
AC6095 VERT ORDER - SECOND CLASS I
AC6095
AC6095 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
AC6095 Standards:
AC6095 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
AC6095 Horiz Ellip SD_N SD_E SD_h (unitless)
AC6095 -------------------------------------------------------------------
AC6095 NETWORK 1.22 3.19 0.55 0.41 1.63 0.31838560
AC6095 -------------------------------------------------------------------
AC6095 Click here for local accuracies and other accuracy information.
AC6095
AC6095
AC6095.This is a reference station for the CAPE MENDOCINO 1
AC6095.National Continuously Operating Reference Station (CME1).
AC6095
AC6095.The horizontal coordinates were established by GPS observations
AC6095.and adjusted by the National Geodetic Survey in June 2012.
AC6095
AC6095.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
AC6095.been affixed to the stable North American tectonic plate. See
AC6095.NA2011 for more information.
AC6095
AC6095.The horizontal coordinates are valid at the epoch date displayed above
AC6095.which is a decimal equivalence of Year/Month/Day.
AC6095
AC6095.The orthometric height was determined by differential leveling and
AC6095.adjusted by the NATIONAL GEODETIC SURVEY
AC6095.in July 2002.
AC6095
AC6095.Significant digits in the geoid height do not necessarily reflect accuracy.
AC6095.GEOID12B height accuracy estimate available here.
AC6095
AC6095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AC6095
AC6095.The Laplace correction was computed from DEFLEC12B derived deflections.
AC6095
AC6095.The ellipsoidal height was determined by GPS observations
AC6095.and is referenced to NAD 83.
AC6095
AC6095.The dynamic height is computed by dividing the NAVD 88
AC6095.geopotential number by the normal gravity value computed on the
AC6095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
AC6095.degrees latitude (g = 980.6199 gals.).
AC6095
AC6095.The modeled gravity was interpolated from observed gravity values.
AC6095
AC6095. The following values were computed from the NAD 83(2011) position.
AC6095
AC6095; North East Units Scale Factor Converg.
AC6095;SPC CA 1 - 625,828.653 1,796,740.979 MT 0.99991809 -1 34 00.7
AC6095;SPC CA 1 - 2,053,239.51 5,894,807.70 sFT 0.99991809 -1 34 00.7
AC6095;UTM 10 - 4,477,698.413 381,585.831 MT 0.99977260 -0 54 20.9
AC6095
AC6095! - Elev Factor x Scale Factor = Combined Factor
AC6095!SPC CA 1 - 0.99995258 x 0.99991809 = 0.99987068
AC6095!UTM 10 - 0.99995258 x 0.99977260 = 0.99972519
AC6095
AC6095|---------------------------------------------------------------------|
AC6095| PID Reference Object Distance Geod. Az |
AC6095| dddmmss.s |
AC6095| AC6094 MENDOCINO NORTH 194.734 METERS 00013 |
AC6095| AB6397 CAPE MENDOCINO 1 CORS L1 PHASE CENT 29.526 METERS 34831 |
AC6095|---------------------------------------------------------------------|
AC6095
AC6095 SUPERSEDED SURVEY CONTROL
AC6095
AC6095 NAD 83(2007)- 40 26 29.43338(N) 124 23 46.50010(W) AD(2007.00) 0
AC6095 ELLIP H (02/10/07) 302.297 (m) GP(2007.00)
AC6095 NAD 83(1992)- 40 26 29.41448(N) 124 23 46.47438(W) AD(1991.36) B
AC6095 ELLIP H (12/09/96) 301.775 (m) GP(1991.36) 1 1
AC6095 NAVD 88 (04/30/98) 333.83 (m) 1095.2 (f) LEVELING 3
AC6095 NAVD 88 (12/09/96) 333.0 (m) GEOID93 model used GPS OBS
AC6095
AC6095.Superseded values are not recommended for survey control.
AC6095
AC6095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AC6095.See file dsdata.txt to determine how the superseded data were derived.
AC6095
AC6095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK8158577698(NAD 83)
AC6095
AC6095_MARKER: I = METAL ROD
AC6095_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
AC6095_STAMPING: MENDOCINO SOUTH 1994
AC6095_MARK LOGO: NGS
AC6095_PROJECTION: PROJECTING 5 CENTIMETERS
AC6095_MAGNETIC: N = NO MAGNETIC MATERIAL
AC6095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
AC6095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AC6095+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1996
AC6095_ROD/PIPE-DEPTH: 7.7 meters
AC6095
AC6095 HISTORY - Date Condition Report By
AC6095 HISTORY - 1994 MONUMENTED NGS
AC6095 HISTORY - 19960227 GOOD NGS
AC6095 HISTORY - 19970109 GOOD NGS
AC6095
AC6095 STATION DESCRIPTION
AC6095
AC6095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (AJL)
AC6095'NOTE--THE ACCESS ROAD IS ON THE PROPERTY OF THE CAPE RANCH, OWNED BY
AC6095'MIRIAM C. WELCH, P.O. BOX 5701, ORANGE, CA 92667. PHONE 714-637-2733.
AC6095'FOR ACCESS THROUGH THE LOCKED GATE CONTACT MR. AND MRS. GIL DOW,
AC6095'CARETAKERS OF THE RANCH, 15325 MATTOLE ROAD, FERNDALE, CA 95536. PHONE
AC6095'707-786-9370. CONTACT THEM ONE DAY IN ADVANCE TO ARRANGE FOR THEM TO
AC6095'OPEN THE GATE.$THE STATION IS LOCATED ABOUT 41 KM (25.45 MI)
AC6095'SOUTH-SOUTHWEST OF EUREKA, 25 KM (15.55 MI) WEST-SOUTHWEST OF RIO
AC6095'DELL, 16 KM (9.95 MI) NORTHWEST OF PETROLIA, AT CAPE MENDOCINO, IN
AC6095'GRASS NEAR THE CENTER OF THE EAST EDGE OF THE COAST GUARD PROPERTY, IN
AC6095'A FLAT AREA AT THE TOP OF A HILL FACING SOUTHWEST. OWNERSHIP--U.S.
AC6095'COAST GUARD, MAINTENANCE AND LOGISTICS COMMAND PACIFIC, COAST GUARD
AC6095'ISLAND BUILDING 50-6, ALAMEDA, CA 94501. CONTACT SCPO JOHN WOOD AT
AC6095'510-437-5609, OR CWO3 LOU FREY AT 510-437-3759 AT LEAST ONE DAY IN
AC6095'ADVANCE FOR PERMISSION TO OCCUPY THIS STATION.$TO REACH FROM THE
AC6095'INTERSECTION OF MAIN STREET (THE END OF STATE HIGHWAY 211) AND OCEAN
AC6095'AVENUE IN FERNDALE, GO WEST-SOUTHWEST ON OCEAN AVENUE FOR 0.14 KM
AC6095'(0.10 MI) TO 5TH STREET ON THE RIGHT, MATTOLE ROAD ON THE LEFT, AND A
AC6095'SIGN CAPETOWN-PETROLIA. TURN LEFT, SOUTHERLY AND UPHILL ON THE PAVED
AC6095'ROAD FOR 9.84 KM (6.10 MI) TO A PAVED ROAD LEFT (BEAR RIVER RIDGE
AC6095'ROAD) AND A SIGN BUNKER HILL. CONTINUE AHEAD, SOUTHWEST, ON THE MAIN
AC6095'ROAD FOR 12.56 KM (7.80 MI) TO A CATTLE GUARD AT THE BOTTOM OF A LONG,
AC6095'STEEP GRADE AT THE SMALL TOWN OF CAPETOWN. CONTINUE AHEAD, SOUTHERLY,
AC6095'ON THE MAIN ROAD CROSSING BRIDGE OVER BEAR RIVER FOR 2.23 KM (1.40 MI)
AC6095'TO A GRAVEL ROAD RIGHT AT THE ENTRANCE TO THE CAPE RANCH. CONTINUE
AC6095'AHEAD, SOUTHERLY, ON THE MAIN ROAD FOR 0.83 KM (0.50 MI) TO A GRAVEL
AC6095'TRAIL ON THE RIGHT AT A LOCKED GATE. TURN RIGHT, SOUTHWEST, PASSING
AC6095'THROUGH GATE ON THE GRAVEL TRAIL FOR 1.00 KM (0.60 MI) TO THE END OF
AC6095'THE GRAVEL, AND A DIM DIRT AND GRASS Y-JUNCTION. TURN LEFT, SOUTH, ON
AC6095'THE DIRT AND GRASS TRAIL FOR 0.32 KM (0.20 MI) TO A GATE IN EACH ONE
AC6095'OF TWO PARALLEL FENCES. CONTINUE AHEAD, SOUTHERLY, ON THE TRAIL
AC6095'PASSING THROUGH BOTH GATES FOR 0.48 KM (0.30 MI) TO THE END OF THE
AC6095'TRAIL. CONTINUE AHEAD, SOUTHWEST, ACROSS GRASS FOR 0.16 KM (0.10 MI)
AC6095'TO A FENCE LINE AND THE STATION.$STATION IS A PUNCH HOLE TOP CENTER OF
AC6095'A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG
AC6095'ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE
AC6095'PROJECTING 5 CM. IT IS 1.2 M (3.9 FT) WEST-SOUTHWEST OF WOODEN FENCE
AC6095'POST IN THE FENCE LINE, 1.45 M (4.76 FT) WEST-NORTHWEST OF A
AC6095'FIBERGLASS WITNESS POST, 1.45 M (4.76 FT) SOUTH-SOUTHWEST OF A
AC6095'FIBERGLASS WITNESS POST.$DESCRIBED BY D.G. AUG
AC6095
AC6095 STATION RECOVERY (1996)
AC6095
AC6095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JGF)
AC6095'RECOVERED AS DESCRIBED. AT THIS POINT IN TIME ACCESS TO THE STATION
AC6095'REQUIRED WALKING MOST OF THE WAY IN AS THE PROPERTY CUSTODIAN WAS IN A
AC6095'DISPUTE WITH THE COAST GUARD OVER DRIVING THROUGH THE WET PASTURE. THE
AC6095'COAST GUARD IS IN THE PROCESS OF DOING A PURCHASE ORDER TO HAVE A
AC6095'GRAVEL ROAD BUILT TO ALLEVIATE THIS PROBLEM. A KEY CAN BE OBTAINED
AC6095'FROM THE COAST GUARD ANT TEAM AT SAMOA, CA (JUST WEST OF EUREKA) .
AC6095'SUGGEST YOU ALSO CONTACT THE PROPERTY CUSTODIAN AT THE RANCH. IT
AC6095'SHOULD ALSO BE NOTED THAT THERE ARE BULLS IN THE PASTURE YOU GO
AC6095'THROUGH TO GET TO THE PASTURE THE SITE IS IN. WE HAD NO ENCOUNTERS
AC6095'BUT THERE IS THAT POSIBILITY IN WALKING TO THE SITE.
AC6095
AC6095 STATION RECOVERY (1997)
AC6095
AC6095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JGF)
AC6095'RECOVERED AS DESCRIBED.
*** retrieval complete.
Elapsed Time = 00:00:20
-----------------------------------------------------------------------------
- This listing contains control for which complete digital -
- data sheets where not provided. The complete data sheets were -
- not provided for the reason listed below. The reason below is -
- associated with a horizontal control Nonpub code shown under -
- the heading 'H' and/or a vertical control Nonpub code shown under -
- the heading 'v' -
- -
- The format of the records are as follows: -
- Pid = Station Permanent Identifier) -
- Name = Station Designation -
- Lat = Approx. Latitude (Degrees, Minutes, truncated Seconds) -
- Lon = Approx. Longitude (Degrees, Minutes, truncated Seconds) -
- O = Horizontal Order -
- o = Vertical Order -
- H = Horizontal Nonpub Code -
- v = Vertical Nonpub Code -
- -
- H Nonpub HORIZONTAL CONTROL NONPUB REASON -
- -------- -------------------------------- -
- B Station is a RBN antenna -
- C Not a publishable datum within the state -
- D No descriptive text available -
- I No NAD83 coordinates available, only IGS08 coordinates -
- L CORS L1 Phase Center is not publishable -
- N No geodetic control -
- O Outside NGS publication area -
- P Purpose of position is not for network control -
- R Restricted position -
- T Station is a temporary point/bench mark -
- V Station is a VOR antenna -
- W Weakly determined position -
- X Surface mark reported destroyed -
- Y Surface and underground mark reported destroyed -
-
- v Nonpub VERTICAL CONTROL NONPUB REASON -
- -------- ------------------------------ -
- C Not a publishable datum within the state -
- D No descriptive text available -
- F Bench mark not yet adjusted -
- N No geodetic control -
- L CORS L1 Phase Center is not publishable -
- O Outside NGS publication area -
- R Restricted elevation -
- S Mark is in a subsidence area -
- T Station is a temporary point/bench mark -
- X Surface mark reported destroyed -
- Y Surface and underground mark reported destroyed -
- Z Presumed destroyed -
- -
- -
- NOTE - Stations found in this listing may still have a valid -
- datasheet produced by use of other publishable values. -
- For example, an ADJUSTED height may be non-publishable -
- but a good GPS height might be found on the datasheet. -
- -
- If a mark/control point is in a subsidence area, you can request -
- to see suspect heights in the SUPERSEDED SURVEY CONTROL section -
- of its datasheet by checking the 'Include suspect heights in -
- subsidence area' checkbox on the datasheet retrieval pages. -
- -
-----------------------------------------------------------------------------
Pid Name Lat Lon Elev O o Hv
------ ----------------------------- ---------- ----------- --------- - - --
>AB6397 CAPE MENDOCINO 1 CORS L1 PHAS 40 26 30.3/124 23 46.7 A LL
>AC6594 CAPE MENDOCINO 2 CORS L1 PHAS 40 26 29.0/124 23 46.7 A LL