National Geodetic Survey, Retrieval Date = APRIL 12, 2005 HP0338 *********************************************************************** HP0338 DESIGNATION - HIGHLAND HP0338 PID - HP0338 HP0338 STATE/COUNTY- NV/LINCOLN HP0338 USGS QUAD - HIGHLAND PEAK (1969) HP0338 HP0338 *CURRENT SURVEY CONTROL HP0338 ___________________________________________________________________ HP0338* NAD 83(1994)- 37 53 37.63687(N) 114 34 43.23517(W) ADJUSTED HP0338* NAVD 88 - 2864.7 (meters) 9399. (feet) VERTCON HP0338 ___________________________________________________________________ HP0338 LAPLACE CORR- 4.39 (seconds) DEFLEC99 HP0338 GEOID HEIGHT- -23.19 (meters) GEOID03 HP0338 HP0338 HORZ ORDER - FIRST HP0338 HP0338.The horizontal coordinates were established by classical geodetic methods HP0338.and adjusted by the National Geodetic Survey in June 1998. HP0338 HP0338.The NAVD 88 height was computed by applying the VERTCON shift value to HP0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HP0338 HP0338.The Laplace correction was computed from DEFLEC99 derived deflections. HP0338 HP0338.The geoid height was determined by GEOID03. HP0338 HP0338; North East Units Scale Factor Converg. HP0338;SPC NV E - 8,349,291.594 288,360.890 MT 0.99999613 +0 37 01.6 HP0338;UTM 11 - 4,196,794.747 712,907.690 MT 1.00015834 +1 29 15.8 HP0338 HP0338! - Elev Factor x Scale Factor = Combined Factor HP0338!SPC NV E - 0.99955432 x 0.99999613 = 0.99955045 HP0338!UTM 11 - 0.99955432 x 1.00015834 = 0.99971258 HP0338 HP0338: Primary Azimuth Mark Grid Az HP0338:SPC NV E - HIGHLAND AZ MK 077 23 10.4 HP0338:UTM 11 - HIGHLAND AZ MK 076 30 56.2 HP0338 HP0338|---------------------------------------------------------------------| HP0338| PID Reference Object Distance Geod. Az | HP0338| dddmmss.s | HP0338| DD6000 HIGHLAND WM NNE 02410 | HP0338| DD5998 HIGHLAND RM 1 8.878 METERS 03245 | HP0338| DD5997 HIGHLAND AZ MK 0780012.0 | HP0338| DD5999 HIGHLAND RM 2 8.798 METERS 12205 | HP0338| JP0385 BLACK CLIFF CAIRN APPROX.49.7 KM 2923039.7 | HP0338| DD6001 HIGHLAND WM NW 31956 | HP0338|---------------------------------------------------------------------| HP0338 HP0338 SUPERSEDED SURVEY CONTROL HP0338 HP0338 NAD 83(1994)- 37 53 37.63687(N) 114 34 43.23524(W) AD( ) 1 HP0338 NAD 83(1986)- 37 53 37.62718(N) 114 34 43.23492(W) AD( ) 1 HP0338 NAD 27 - 37 53 37.76100(N) 114 34 40.24700(W) AD( ) 1 HP0338 NGVD 29 (07/19/86) 2863.5 (m) 9395. (f) VERT ANG HP0338 HP0338.Superseded values are not recommended for survey control. HP0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HP0338.See file dsdata.txt to determine how the superseded data were derived. HP0338 HP0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SQB1290896795(NAD 83) HP0338_MARKER: DS = TRIANGULATION STATION DISK HP0338_SETTING: 66 = SET IN ROCK OUTCROP HP0338_STAMPING: ELEVATION ABOVE SEA 9395 FT DATUM VA HP0338_MARK LOGO: USGS HP0338_MAGNETIC: O = OTHER; SEE DESCRIPTION HP0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HP0338+STABILITY: POSITION/ELEVATION WELL HP0338 HP0338 HISTORY - Date Condition Report By HP0338 HISTORY - 1915 MONUMENTED USGS HP0338 HISTORY - 1971 GOOD USGS HP0338 HP0338 STATION DESCRIPTION HP0338 HP0338'DESCRIBED BY US GEOLOGICAL SURVEY 1915 (EHB) HP0338'STATION IS LOCATED ABOUT 7 MILES SW OF PIOCHE, 12 MILES NW HP0338'OF PANACA, AND 3-1/2 MILES SW OF THE JAMES WHEELER RANCH. HP0338'IT IS AT THE S END AND HIGHEST POINT OF HIGHLAND PEAK WHICH IS HP0338'THE HIGHEST MOUNTAIN IN THE VICINITY. HP0338' HP0338'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH-MARK DISK HP0338'SET IN OUTCROPPING BEDROCK PROJECTING ABOUT 3 INCHES. IT IS HP0338'STAMPED ELEVATION ABOVE SEA 9395 FT DATUM VA. HP0338' HP0338'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK HP0338'FLUSH WITH THE GROUND. IT IS ABOUT 3 FEET LOWER IN ELEVATION HP0338'THAN THE STATION MARK AND IS STAMPED HIGHLAND USGS NO 1 1944. HP0338' HP0338'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK HP0338'FLUSH WITH THE GROUND. IT IS ABOUT 2 FEET LOWER IN ELEVATION HP0338'THAN THE STATION MARK AND IS STAMPED HIGHLAND USGS NO 2 1944. HP0338' HP0338'REFERENCE MARK A IS A CHISELED CROSS ON A BOULDER. HP0338' HP0338'REFERENCE MARK B IS A CHISELED CROSS ON BEDROCK. HP0338' HP0338'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK FLUSH WITH HP0338'THE GROUND AND IS STAMPED HIGHLAND USGS 1944. IT IS 18 FEET HP0338'S OF A 3-FOOT CAIRN. HP0338' HP0338'TO REACH STATION FROM THE POST OFFICE IN PIOCHE, GO NW ON HP0338'U.S. HIGHWAY 93 FOR 3.2 MILES TO THE JUNCTION OF THE HIGHWAY AND HP0338'THE PAVED CASTLETON-PRINCE MINE ROAD. TURN LEFT OFF THE HIGHWAY HP0338'AND CONTINUE ON THE MINE ROAD FOR 1.9 MILES TO A BLADED ROAD HP0338'GOING TO THE RIGHT AND A SIGN READING WHEELER RANCH. TURN RIGHT HP0338'AND FOLLOW BLADED ROAD FOR 1.8 MILES TO A FORKS, TAKE LEFT FORK HP0338'AND CONTINUE FOR 0.3 MILE TO THE WHEELER RANCH WHICH IS ON THE HP0338'LEFT SIDE OF THE ROAD. CONTINUE PAST THE RANCH AND FOLLOW THE HP0338'ROAD SW UP WATER CANYON FOR 1.5 MILES TO WASHOUT. FROM THIS HP0338'POINT PACK ON UP THE ROAD ABOUT 1/2 MILE TO WHERE THE ROAD HP0338'MAKES A SHARP RIGHT TURN. AT THIS POINT A FENCE IS SEEN TO HP0338'THE LEFT ABOUT 100 YARDS. IT ENCLOSES A BOXED-IN SPRING. TO HP0338'THE S CAN BE SEEN A VERY GRASSY SADDLE ABOUT 1/2 MILE AWAY. HP0338'PASS THE BOXED-IN SPRING AND CONTINUE S TO THE TOP OF THE HP0338'SADDLE, THENCE BEAR RIGHT AND FOLLOW THE CREST OF THE RIDGE HP0338'TO THE TOP OF THE FIRST MAHOGANY-COVERED POINT. THE HP0338'AZIMUTH MARK IS ON THIS POINT, ABOUT 75 FEET TO THE LEFT. HP0338'FROM HERE CONTIUE ALONG THE MAIN DIVIDE DOWN INTO A SLIGHT HP0338'SADDLE AND THEN UP THE SLOPE TO THE SUMMIT OF THE MAIN HP0338'PEAK, THENCE TO THE LEFT ALONG THE ROCK CREST ABOUT 200 YARDS HP0338'TO THE HIGHEST POINT AND THE STATION. HP0338 HP0338 STATION RECOVERY (1971) HP0338 HP0338'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 HP0338'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37114-4 STATION 1007. HP0338'STATION MARK--USGS BENCH MARK TABLET SET IN OUTCROPPING BEDROCK PRO- HP0338'JECTING ABOUT 3 INCHES AND STAMPED---ELEVATION ABOVE SEA 9395 FT HP0338'DATUM VA.---