| Eagle Point T. 13 R. 17 S. 22 Picture Orientation: Looking Northerly towards
Tahoe City. Emerald Bay is located below left just out of Date Picture Taken: 10-8-2002 |
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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.