National Geodetic Survey,   Retrieval Date = OCTOBER 24, 1999
 HR2627 ***********************************************************************
 HR2627  DESIGNATION -  MORGAN
 HR2627  PID         -  HR2627
 HR2627  STATE/COUNTY-  CA/INYO
 HR2627  USGS QUAD   -  MT MORGAN
 HR2627
 HR2627                         *CURRENT SURVEY CONTROL
 HR2627  ___________________________________________________________________
 HR2627* NAD 83(1992)-  37 24 18.92526(N)    118 43 58.53141(W)     ADJUSTED
 HR2627* NAVD 88     -      4193.4    (meters)   13758.     (feet)  VERTCON
 HR2627  ___________________________________________________________________
 HR2627  EPOCH DATE  -        1991.35
 HR2627  LAPLACE CORR-          -7.82  (seconds)                    DEFLEC99
 HR2627  GEOID HEIGHT-         -24.21  (meters)                     GEOID99
 HR2627
 HR2627  HORZ ORDER  -  FIRST
 HR2627
 HR2627.The horizontal coordinates were established by classical geodetic methods
 HR2627.and adjusted by the National Geodetic Survey in March 1994.
 HR2627.The horizontal coordinates are valid at the epoch date displayed above.
 HR2627.The epoch date for horizontal control is a decimal equivalence
 HR2627.of Year/Month/Day.
 HR2627
 HR2627.The NAVD 88 height was computed by applying the VERTCON shift value to
 HR2627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HR2627
 HR2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 HR2627
 HR2627.The geoid height was determined by GEOID99.
 HR2627
 HR2627;                    North         East     Units   Scale      Converg.
 HR2627;SPC CA 4     - 2,394,833.98  6,639,247.72   sFT  1.00003320 +0 09 33.6
 HR2627;SPC CA 3     - 1,974,874.74  7,074,900.62   sFT  0.99994729 +1 04 54.7
 HR2627;SPC CA 4     -   729,946.856 2,023,646.752   MT  1.00003320 +0 09 33.6
 HR2627;SPC CA 3     -   601,943.024 2,156,434.023   MT  0.99994729 +1 04 54.7
 HR2627;UTM  11      - 4,141,239.552   346,627.089   MT  0.99988976 -1 03 10.3
 HR2627
 HR2627:                Primary Azimuth Mark                     Grid Az
 HR2627:SPC CA 4     -  MORGAN AZ MK                             022 43 52.3
 HR2627:SPC CA 3     -  MORGAN AZ MK                             021 48 31.2
 HR2627:UTM  11      -  MORGAN AZ MK                             023 56 36.2
 HR2627
 HR2627|---------------------------------------------------------------------|
 HR2627| PID    Reference Object                     Distance      Geod. Az  |
 HR2627|                                                           dddmmss.s |
 HR2627|        MORGAN AZ MK                                       0225325.9 |
 HR2627|        MORGAN RM 2                           4.549 METERS 03442     |
 HR2627| HR2628 MORGAN CAIRN                          4.110 METERS 06052     |
 HR2627| HR2629 NORTH PALISADE                      APPROX.39.6 KM 1503659.8 |
 HR2627| HR2626 MT HUMPHREYS                        APPROX.15.9 KM 1602537.8 |
 HR2627| HR2631 MT DARWIN                           APPROX.27.0 KM 1682801.3 |
 HR2627|        MORGAN RM 1                           3.810 METERS 27420     |
 HR2627| HR2752 SILVER PEAK                         APPROX.26.5 KM 2854420.1 |
 HR2627| HR2690 RED SLATE MOUNTAIN                  APPROX.16.6 KM 3131756.2 |
 HR2627|---------------------------------------------------------------------|
 HR2627
 HR2627                          SUPERSEDED SURVEY CONTROL
 HR2627
 HR2627  NAD 83(1986)-  37 24 18.92628(N)    118 43 58.51463(W) AD(1984.00) 1
 HR2627  NAD 27      -  37 24 19.16638(N)    118 43 55.12197(W) AD(       ) 1
 HR2627  NGVD 29     -      4191.5    (m)        13752.     (f) VERT ANG
 HR2627
 HR2627.Superseded values are not recommended for survey control.
 HR2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HR2627.See file dsdata.txt to determine how the superseded data were derived.
 HR2627
 HR2627  HISTORY     - Date     Condition        Recov. By
 HR2627  HISTORY     - 1950     MONUMENTED       CGS
 HR2627
 HR2627                          STATION DESCRIPTION
 HR2627
 HR2627'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS)
 HR2627'THE STATION IS LOCATED ABOUT 19 MILES WEST OF BISHOP AND
 HR2627'4-1/2 MILES SOUTH OF THE ROCK CREEK LODGE.  IT IS ON THE HIGHEST
 HR2627'POINT OF WHAT IS LOCALLY KNOWN AS MOUNT MORGAN.  THE MARK IS A
 HR2627'U.S. GEOLOGICAL SURVEY BENCH MARK SET IN ROCK.  THE MARK IS
 HR2627'STAMPED 13748.2 VA.
 HR2627'
 HR2627'REFERENCE MARK NUMBER 1 IS ABOUT 1-1/2 FEET LOWER THAN THE
 HR2627'STATION.  IT IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK SET IN
 HR2627'OUTCROPPING BEDROCK.  THE MARK IS STAMPED NO 1.
 HR2627'
 HR2627'REFERENCE MARK NUMBER 2 IS ABOUT 3 FEET LOWER THAN THE STATION.
 HR2627'IT IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK SET IN OUTCROPPING
 HR2627'BEDROCK.  THE MARK IS STAMPED NO 2.
 HR2627'
 HR2627'THE AZIMUTH MARK IS LOCATED ON THE NORTHEAST SIDE OF A SMALL
 HR2627'BASIN AND ABOUT 125 FEET NORTH OF A SMALL LAKE AND THE TRAIL
 HR2627'ALONG THE LAKE.  THE BOULDER IS VERY BIG AND FLAT ON TOP.  IT
 HR2627'PROJECTS ABOUT 8 FEET ABOVE THE GROUND.  THE MARK IS STAMPED
 HR2627'MORGAN USGS 1950.
 HR2627'
 HR2627'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 395 AND 6 AT THE
 HR2627'NORTH EDGE OF BISHOP, GO WEST AND NORTH ON U.S. HIGHWAY 395
 HR2627'FOR 24.2 MILES TO A GRAVELED ROAD LEFT AND SIGN ROCK CREEK LAKE.
 HR2627'TURN LEFT AND FOLLOW THE MAIN GRAVELED ROAD FOR 7.7 MILES TO A
 HR2627'T ROAD LEFT AND SIGN ROCK CREEK LODGE.  CONTINUE STRAIGHT
 HR2627'AHEAD FOR 1.05 MILES TO THE ROCK CREEK LAKES STORE.  TAKE THE
 HR2627'EXTREME RIGHT FORK AND GO 0.65 MILE TO THE ROCK CREEK PACK
 HR2627'STATION.  UPPER CORRALS AND THE END OF TRUCK TRAVEL.  HORSES
 HR2627'AND PACK ANIMALS OBTAINABLE HERE.  WITH HORSES PACK ALONG OLD
 HR2627'ROAD AND A TRAIL TO WHAT IS KNOWN AS FRANCIS LAKE AND THE
 HR2627'END OF THE TRAIL.  IT IS POSSIBLE TO PICK WAY UP RIDGE TO A SADDLE
 HR2627'WITH HORSES, ABOUT 1-1/2 HOURS PACKING TIME FROM FRANCIS
 HR2627'LAKE.  LEAVE HORSES AND PACK SOUTHERLY UP ROCK RIDGE TO THE
 HR2627'HIGHEST POINT AND THE STATION AS DESCRIBED ABOVE.  A FOUR
 HR2627'HOUR HORSE AND ONE HOUR BACK PACK.