Eagle Point

T. 13   R. 17   S. 22

Picture Orientation:  Looking Northerly towards Tahoe City.  Emerald Bay is located below left just out of
                                   the picture frame.

Date Picture Taken:  10-8-2002

The NGS Data Sheet

DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 5.95
Starting Datasheet Retrieval...
1        National Geodetic Survey,   Retrieval Date = OCTOBER 13, 1999
 JS3910 ***********************************************************************
 JS3910  DESIGNATION -  EAGLE
 JS3910  PID         -  JS3910
 JS3910  STATE/COUNTY-  CA/EL DORADO
 JS3910  USGS QUAD   -  EMERALD BAY (1971)
 JS3910
 JS3910                         *CURRENT SURVEY CONTROL
 JS3910  ___________________________________________________________________
 JS3910* NAD 83(1992)-  38 57 50.37698(N)    120 04 46.79000(W)     ADJUSTED  
 JS3910* NAVD 88     -      1948.1    (meters)    6391.     (feet)  GPS OBS   
 JS3910  ___________________________________________________________________
 JS3910  EPOCH DATE  -        1991.35
 JS3910  X           -  -2,489,647.981 (meters)                     COMP
 JS3910  Y           -  -4,298,383.655 (meters)                     COMP
 JS3910  Z           -   3,990,419.919 (meters)                     COMP
 JS3910  LAPLACE CORR-          -8.00  (seconds)                    DEFLEC99
 JS3910  ELLIP HEIGHT-        1924.42  (meters)                     GPS OBS
 JS3910  GEOID HEIGHT-         -23.71  (meters)                     GEOID99
 JS3910
 JS3910  HORZ ORDER  -  B
 JS3910  ELLP ORDER  -  FOURTH    CLASS II
 JS3910
 JS3910.The horizontal coordinates were established by GPS observations
 JS3910.and adjusted by the National Geodetic Survey in May 1992.
 JS3910.The horizontal coordinates are valid at the epoch date displayed above.
 JS3910.The epoch date for horizontal control is a decimal equivalence
 JS3910.of Year/Month/Day.
 JS3910
 JS3910.The orthometric height was determined by GPS observations.
 JS3910
 JS3910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JS3910
 JS3910.The Laplace correction was computed from DEFLEC99 derived deflections.
 JS3910
 JS3910.The ellipsoidal height was determined by GPS observations
 JS3910.and is referenced to NAD 83.
 JS3910
 JS3910.The geoid height was determined by GEOID99.
 JS3910
 JS3910;                    North         East     Units   Scale      Converg.
 JS3910;SPC CA 2     - 2,118,658.40  7,107,629.72   sFT  0.99991688 +1 12 38.6
 JS3910;SPC CA 2     -   645,768.372 2,166,409.872   MT  0.99991688 +1 12 38.6
 JS3910;SPC NV W     - 4,468,666.586   670,322.445   MT  1.00010701 -0 56 27.9
 JS3910;UTM  10      - 4,316,837.817   753,028.287   MT  1.00038843 +1 50 14.5
 JS3910;UTM  11      - 4,317,292.855   233,164.257   MT  1.00047684 -1 56 15.8
 JS3910
 JS3910:                Primary Azimuth Mark                     Grid Az
 JS3910:SPC CA 2     -  TRUCKEE                                  106 26 17.3
 JS3910:SPC NV W     -  TRUCKEE                                  108 35 23.8
 JS3910:UTM  10      -  TRUCKEE                                  105 48 41.4
 JS3910:UTM  11      -  TRUCKEE                                  109 35 11.7
 JS3910
 JS3910|---------------------------------------------------------------------|
 JS3910| PID    Reference Object                     Distance      Geod. Az  |
 JS3910|                                                           dddmmss.s |
 JS3910| KR1713 FISH                                APPROX.31.5 KM 0234554.8 |
 JS3910| KR1709 TOM                                 APPROX.28.6 KM 0272237.4 |
 JS3910| KR1711 ROD                                 APPROX.26.6 KM 0283408.5 |
 JS3910| KR1714 SORE                                APPROX.24.8 KM 0302315.3 |
 JS3910| KR1682 FLAT                                APPROX.18.7 KM 0351145.1 |
 JS3910| KR1696 ROT                                 APPROX.17.4 KM 0404424.4 |
 JS3910| KR1683 NIP                                 APPROX.16.7 KM 0423533.4 |
 JS3910| KR1697 ROC                                 APPROX.14.6 KM 0510901.4 |
 JS3910| KR1695 STUB                                APPROX.14.1 KM 0531308.7 |
 JS3910| KR1690 CUPE                                APPROX.13.7 KM 0543026.5 |
 JS3910| KR1685 BUC                                 APPROX.12.6 KM 0594427.3 |
 JS3910| KR1694 SPAR                                APPROX.11.7 KM 0620648.6 |
 JS3910| KR1686 LOW                                 APPROX.12.4 KM 0622740.2 |
 JS3910| KR1688 TREE                                APPROX.12.4 KM 0644146.0 |
 JS3910| KR1692 ZEP                                 APPROX.11.1 KM 0680409.3 |
 JS3910| JR1235 FIR                                 APPROX.11.1 KM 0690213.9 |
 JS3910| JR1227 BOT                                 APPROX.11.3 KM 0751518.9 |
 JS3910| JR1260 LIZ                                 APPROX.11.1 KM 0814535.2 |
 JS3910| JR1252 BET                                 APPROX.11.3 KM 0885328.8 |
 JS3910| JR1248 LAKE                                APPROX.11.2 KM 0923430.3 |
 JS3910| JR1223 ALF                                 APPROX.10.7 KM 0964916.7 |
 JS3910| JR1257 BI                                  APPROX. 9.8 KM 0974931.4 |
 JS3910| JR1234 AN                                  APPROX.10.4 KM 0984206.7 |
 JS3910| JR1246 JOU                                 APPROX.10.1 KM 1001316.6 |
 JS3910| JR1237 AL                                  APPROX. 8.9 KM 1010236.4 |
 JS3910| JR1251 ROW                                 APPROX. 9.0 KM 1035218.0 |
 JS3910| JR1242 LEA                                 APPROX. 8.0 KM 1060925.5 |
 JS3910| JR0442 TRUCKEE                             APPROX. 7.9 KM 1073855.9 |
 JS3910| JS3909 WAB                                 APPROX. 7.1 KM 1092731.1 |
 JS3910| JS3911 PRO                                 APPROX. 5.2 KM 1243933.5 |
 JS3910| JS3916 NEW                                 APPROX. 4.4 KM 1291713.4 |
 JS3910| JS3913 TAL                                 APPROX. 3.5 KM 1343542.6 |
 JS3910| JS3915 FIN                                 APPROX. 2.3 KM 1615228.5 |
 JS3910|        EAGLE RM 2                           18.109 METERS 28040     |
 JS3910| JS3919 BAD                                 APPROX. 2.0 KM 3200544.3 |
 JS3910| JS3924 TEN                                 APPROX. 2.3 KM 3295027.1 |
 JS3910| JS3920 PIP                                 APPROX. 3.4 KM 3393542.9 |
 JS3910| KS1427 MEEK                                APPROX. 9.6 KM 3425434.7 |
 JS3910| KS1431 LIT                                 APPROX.11.2 KM 3443825.9 |
 JS3910| KS1448 BING                                APPROX.21.7 KM 3452559.7 |
 JS3910| KS1443 CAR                                 APPROX.23.6 KM 3474339.7 |
 JS3910| KS1405 MAT                                 APPROX.24.3 KM 3523805.1 |
 JS3910| KS1407 NEV                                 APPROX.24.7 KM 3571133.9 |
 JS3910| KS1408 OB                                  APPROX.24.6 KM 3572554.7 |
 JS3910|        EAGLE RM 1                            9.430 METERS 35735     |
 JS3910|---------------------------------------------------------------------|
 JS3910
 JS3910                          SUPERSEDED SURVEY CONTROL
 JS3910
 JS3910  NAD 83(1986)-  38 57 50.35738(N)    120 04 46.75638(W) AD(1984.00) 1
 JS3910  NAD 27      -  38 57 50.69600(N)    120 04 43.09200(W) AD(       ) 1
 JS3910  NGVD 29     -      1946.9    (m)         6387.     (f) VERT ANG       
 JS3910
 JS3910.Superseded values are not recommended for survey control.
 JS3910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS3910.See file dsdata.txt to determine how the superseded data were derived.
 JS3910
 JS3910_MARKER: DS = TRIANGULATION STATION DISK
 JS3910_SETTING: 66 = SET IN ROCK OUTCROP
 JS3910_STAMPING: OBLITERATED
 JS3910_PROJECTION: FLUSH
 JS3910_MAGNETIC: N = NO MAGNETIC MATERIAL
 JS3910_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JS3910+STABILITY: POSITION/ELEVATION WELL
 JS3910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JS3910+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1998
 JS3910
 JS3910  HISTORY     - Date     Condition        Recov. By
 JS3910  HISTORY     - 1922     MONUMENTED       CGS
 JS3910  HISTORY     - 1922     GOOD             CGS
 JS3910  HISTORY     - 1981     GOOD             NGS
 JS3910  HISTORY     - 19910528 GOOD             NGS
 JS3910  HISTORY     - 19920622 GOOD             NOS
 JS3910  HISTORY     - 19960817 GOOD             CADT
 JS3910  HISTORY     - 19980729 GOOD             CADT
 JS3910
 JS3910                          STATION DESCRIPTION
 JS3910
 JS3910'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (FLP)
 JS3910'AT THE TOP OF THE KNOLL KNOWN AS EAGLE POINT, THE SOUTH POINT
 JS3910'OF THE ENTRANCE TO EMERALD BAY ON THE SOUTHWEST SHORE OF LAKE
 JS3910'TAHOE.  THE STATION IS MARKED BY A STANDARD DISK TRIANGULATION
 JS3910'STATION MARK CEMENTED INTO A DRILL HOLE IN AN OUTCROPPING OF
 JS3910'ROCK, WHICH PROTRUDES ABOUT 6 INCHES AND IS ABOUT 3 FEET ON A
 JS3910'SIDE.
 JS3910'
 JS3910'REFERENCE MARK NO. 2 IS IN A BOULDER EXTENDING 6 FEET ABOVE THE
 JS3910'SURFACE OF THE GROUND ON THE SLOPE TOWARD EMERALD BAY.  THE TOP
 JS3910'OF THE BOULDER IS ABOUT ON A LEVEL WITH THE STATION.
 JS3910'
 JS3910'REFERENCE MARK NO. 1 IS IN A BOULDER EXTENDING 1 FOOT ABOVE THE
 JS3910'SURFACE OF THE GROUND.
 JS3910'
 JS3910'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN BOULDERS AS
 JS3910'DESCRIBED IN NOTE 12D.
 JS3910
 JS3910                          STATION RECOVERY (1922)
 JS3910
 JS3910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 JS3910'RECOVERED IN GOOD CONDITION.
 JS3910
 JS3910                          STATION RECOVERY (1981)
 JS3910
 JS3910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (LBG)
 JS3910'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 JS3910'GOOD CONDITION.  THE DIRECTIONS TO BOTH REFERENCE MARKS CHECKED
 JS3910'FAVORABLY.  THE DISTANCE TO REFERENCE MARK 1 CHECKED THE OLD
 JS3910'DISTANCE BUT A SHORTER DISTANCE OF 0.141 METER WAS NOTED TO
 JS3910'REFERENCE MARK 2.  STATION TRUCKEE 1922 IS VG AND WILL SUFFICE FOR
 JS3910'AN AZIMUTH MARK.  NEW DESCRIPTIVE TEXT FOLLOWS.
 JS3910'
 JS3910'THE STATION IS LOCATED ON THE TOP OF A KNOLL KNOWN AS EAGLE POINT
 JS3910'AND IS THE SOUTH POINT OF THE ENTRANCE TO EMERALD BAY.  IT IS NOW
 JS3910'PART OF THE EAGLE POINT CAMPGROUND WHICH IS ON THE SOUTHWEST
 JS3910'SHORE OF LAKE TAHOE.  THE CAMPGROUND IS PART OF THE D.L. BLISS
 JS3910'STATE PARK, PHONE (916) 525 7277.
 JS3910'
 JS3910'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 50 AND STATE
 JS3910'HIGHWAY 89 IN SOUTH LAKE TAHOE, GO NORTH ON HIGHWAY 89 FOR 10.7 KM
 JS3910'(6.65 MI) TO THE ENTRANCE TO EAGLE POINT CAMPGROUND IN EMERALD BAY
 JS3910'STATE PARK.  FOLLOW ASPHALT ROAD THROUGH THE CAMPGROUND, FOR 2.0
 JS3910'KM (1.25 MI) TO A CAMPGROUND WASHROOM ON THE LEFT.  CONTINUE ALONG
 JS3910'THE ASPHALT ROAD, SOUTHEAST, FOR 0.1 KM (0.05 MI) TO A FORK.
 JS3910'KEEP LEFT FORK, EASTERLY, FOR 0.1 KM (0.05 MI) TO THE END OF
 JS3910'TRUCK TRAVEL AT CAMPING SITES 56 AND 57.  PACK NORTH ALONG TRAIL
 JS3910'THROUGH BRUSH TO THE STATION.
 JS3910'
 JS3910'THE STATION IS A STANDARD CGS DISK
 JS3910'STAMPED---UNSTAMPED---,
 JS3910'SET INTO A EXPOSED BOULDER OF 1.5 METERS (5.0 FT) LARGEST DIMENSION
 JS3910'THAT PROJECTS ABOUT 0.4 METER (1.3 FT).   IT IS LOCATED
 JS3910'4.6 METERS (15.0 FT) NORTHWEST FROM THE HIGHEST POINT OF THE MOST
 JS3910'EASTERN POINT OF EAGLE POINT.
 JS3910'
 JS3910'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 JS3910'STAMPED---UNSTAMPED---,
 JS3910'SET INTO A PARTIALLY EXPOSED BOULDER OF 3 FEET LARGEST DIMENSION
 JS3910'THAT PROJECTS ABOUT 0.9 METER (3 FT).   IT IS LOCATED
 JS3910'14.3 METERS (47 FT) NORTH FROM THE HIGHEST POINT OF THE EASTERN
 JS3910'END OF EAGLE ROCK.
 JS3910'MARK IS BELOW STATION 0.6 METER.
 JS3910'
 JS3910'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 JS3910'STAMPED---UNSTAMPED---,
 JS3910'SET INTO THE TOP OF A BOULDER OF 1.5 METERS (5 FT) LARGEST
 JS3910'DIMENSION THAT PROJECTS 1.8 METERS (6 FT).   IT IS LOCATED
 JS3910'23.2 METERS (76 FT) WEST-NORTHWEST FROM THE HIGHEST POINT OF THE
 JS3910'EASTERN END OF EAGLE POINT.
 JS3910'MARK IS BELOW STATION 2.4 METERS.
 JS3910'
 JS3910'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 JS3910
 JS3910                          STATION RECOVERY (1991)
 JS3910
 JS3910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JS3910'THE STATION IS LOCATED IN EL DORADO COUNTY ON THE WEST SIDE OF LAKE
 JS3910'TAHOE ABOUT 5 MI (8.0 KM) NORTHWEST OF SOUTH LAKE TAHOE, ON EAGLE
 JS3910'POINT.  OWNERSHIP--CALIFORNIA STATE PARKS.
 JS3910'TO REACH THE STATION FROM SOUTH LAKE TAHOE, AT THE INTERSECTION OF
 JS3910'U.S. HIGHWAY 50 AND STATE HIGHWAY 89, GO NORTHWEST ON HIGHWAY 89 FOR
 JS3910'7 MI (11.3 KM) TO EMERALD BAY STATE PARK AND EAGLE POINT CAMPGROUND,
 JS3910'AT POST MILE 15.34.  TURN RIGHT AND GO NORTHERLY ON PAVED CAMPGROUND
 JS3910'ROAD FOR 1.25 MI (2.01 KM) TO FORK IN ROAD.  TURN RIGHT AT FORK AND
 JS3910'GO FOR 50 FT (15.2 M) TO ANOTHER FORK IN ROAD.  TURN RIGHT AT FORK
 JS3910'AND GO FOR 300 FT (91.4 M) TO END OF PAVED ROAD (CAMPGROUNDS 54-57).
 JS3910'THE STATION IS NORTHEAST 400 FT (121.9 M) FROM THE END OF THE ROAD ON
 JS3910'THE NORTH END OF A ROCK OUTCROPPING.
 JS3910'THE STATION IS A STANDARD CGS BRASS DISK SET IN A 3 X 3 FOOT ROCK
 JS3910'OUTCROPPING.
 JS3910'KEYS TO CAMPGROUND GATE MAY BE OBTAINED FROM CALIFORNIA STATE PARKS.
 JS3910'CALL 916-525-7277 BLISS CAMPGROUND OR 916-525-7232 SUGARPINE POINT
 JS3910'STATE PARK.
 JS3910
 JS3910                          STATION RECOVERY (1992)
 JS3910
 JS3910'RECOVERY NOTE BY NATIONAL OCEAN SURVEY 1992
 JS3910'RECOVERED IN GOOD CONDITION.
 JS3910
 JS3910                          STATION RECOVERY (1996)
 JS3910
 JS3910'RECOVERY NOTE BY CALTRANS 1996 (PTD)
 JS3910'RECOVERED AS DESCRIBED.
 JS3910
 JS3910                          STATION RECOVERY (1998)
 JS3910
 JS3910'RECOVERY NOTE BY CALTRANS 1998 (PTD)
 JS3910'RECOVERED AS DESCRIBED.