National Geodetic Survey, Retrieval Date = JULY 24, 2007 DX3846 *********************************************************************** DX3846 DESIGNATION - ESTELLE DX3846 PID - DX3846 DX3846 STATE/COUNTY- CA/RIVERSIDE DX3846 USGS QUAD - LAKE MATHEWS (1988) DX3846 DX3846 *CURRENT SURVEY CONTROL DX3846 ___________________________________________________________________ DX3846* NAD 83(1992)- 33 46 02.94144(N) 117 25 19.22937(W) ADJUSTED DX3846* NAVD 88 - 843.5 (meters) 2767. (feet) VERTCON DX3846 ___________________________________________________________________ DX3846 EPOCH DATE - 1991.35 DX3846 LAPLACE CORR- 5.44 (seconds) DEFLEC99 DX3846 GEOID HEIGHT- -33.03 (meters) GEOID03 DX3846 DX3846 HORZ ORDER - FIRST DX3846 DX3846.The horizontal coordinates were established by classical geodetic methods DX3846.and adjusted by the National Geodetic Survey in June 1996. DX3846.The horizontal coordinates are valid at the epoch date displayed above. DX3846.The epoch date for horizontal control is a decimal equivalence DX3846.of Year/Month/Day. DX3846 DX3846.The NAVD 88 height was computed by applying the VERTCON shift value to DX3846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX3846 DX3846.The Laplace correction was computed from DEFLEC99 derived deflections. DX3846 DX3846.The geoid height was determined by GEOID03. DX3846 DX3846; North East Units Scale Factor Converg. DX3846;SPC CA 6 - 678,148.235 1,891,434.323 MT 0.99998269 -0 38 38.5 DX3846;SPC CA 6 - 2,224,891.33 6,205,480.77 sFT 0.99998269 -0 38 38.5 DX3846;SPC CA 5 - 529,825.427 2,053,546.060 MT 1.00006822 +0 19 46.1 DX3846;SPC CA 5 - 1,738,268.92 6,737,342.37 sFT 1.00006822 +0 19 46.1 DX3846;UTM 11 - 3,736,455.513 460,922.463 MT 0.99961882 -0 14 04.4 DX3846 DX3846! - Elev Factor x Scale Factor = Combined Factor DX3846!SPC CA 6 - 0.99987278 x 0.99998269 = 0.99985548 DX3846!SPC CA 5 - 0.99987278 x 1.00006822 = 0.99994100 DX3846!UTM 11 - 0.99987278 x 0.99961882 = 0.99949165 DX3846 DX3846|---------------------------------------------------------------------| DX3846| PID Reference Object Distance Geod. Az | DX3846| dddmmss.s | DX3846| CC2790 ESTELLE RM 3 4.542 METERS 07238 | DX3846| CC2788 ESTELLE RM 1 15.820 METERS 09903 | DX3846| CC2791 ESTELLE MT LOT 2122034.0 | DX3846| CC2789 ESTELLE RM 2 9.533 METERS 24219 | DX3846| CC3398 CAJALCO PENSTOCK 3420653.0 | DX3846| DX3848 NORTH CAJALCO APPROX.10.8 KM 3521943.7 | DX3846|---------------------------------------------------------------------| DX3846 DX3846 SUPERSEDED SURVEY CONTROL DX3846 DX3846 NAD 83(1986)- 33 46 02.94030(N) 117 25 19.22936(W) AD(1984.00) 1 DX3846 NAD 27 - 33 46 02.87502(N) 117 25 16.07089(W) AD( ) 1 DX3846 NGVD 29 (07/19/86) 842.7 (m) 2765. (f) VERT ANG DX3846 DX3846.Superseded values are not recommended for survey control. DX3846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX3846.See file dsdata.txt to determine how the superseded data were derived. DX3846 DX3846_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT6092236456(NAD 83) DX3846_MARKER: DS = TRIANGULATION STATION DISK DX3846_SETTING: 80 = SET IN A BOULDER DX3846_SP_SET: SET IN DRILL HOLE IN A BOULDER DX3846_MAGNETIC: N = NO MAGNETIC MATERIAL DX3846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DX3846+STABILITY: SURFACE MOTION DX3846 DX3846 HISTORY - Date Condition Report By DX3846 HISTORY - 1939 MONUMENTED CGS DX3846 HISTORY - 1960 SEE DESCRIPTION CGS DX3846 HISTORY - 1975 SEE DESCRIPTION NGS DX3846 HISTORY - 1981 GOOD CADT DX3846 DX3846 STATION DESCRIPTION DX3846 DX3846'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (ANS) DX3846'STATION ESTELLE IS ON THE HIGHEST POINT OF ESTELLE MOUNTAINS, DX3846'0.2 MILE NE OF FOREST SERVICE LOOKOUT TOWER ON SAME PEAK, 8 DX3846'MILES NW OF ELSINORE AND 4.5 MILES S OF THE CAJALCO RESERVOIR. DX3846' DX3846'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL DX3846'HOLE IN A BOULDER AS DESCRIBED IN NOTE 4. REFERENCE MARKS ARE DX3846'STANDARD BRONZE DISKS IN A BOULDER AS DESCRIBED IN NOTE 12C. DX3846' DX3846'STATION MARK IS A STANDARD STATION DISK SET IN BOULDER, NOTE DX3846'4, STAMPED ESTELLE 1939. DX3846' DX3846'REFERENCE MARKS ARE STANDARD REFERENCE DISKS SET IN BOULDERS, DX3846'NOTE 12C, STAMPED ESTELLE NO. 1 AND NO. 2 1939. DX3846' DX3846'AZIMUTH MARK WAS ESTELLE FOREST SERVICE LOOKOUT 1/4 MILE SW OF DX3846'STATION. DX3846' DX3846'REACHED FROM ELSINORE GO NE ON HIGHWAY 74 FOR 7.8 MILES, TURN DX3846'LEFT OFF HIGHWAY AND GO 1.4 MILES, TURN LEFT AND GO 3.5 MILES, DX3846'TAKE RIGHT FORK, SIGN (IDA-LEONA MILLING COMPANY) GO 0.2 MILE, DX3846'TAKE LEFT FORK AND GO 3 MILES TO DIAMOND B RANCH, (LOCKED GATE, DX3846'U.S. FOREST SERVICE KEY) KEEP RIGHT A RANCH AND GO 0.1 MILE, TAKE DX3846'LEFT FORK AND GO 0.8 MILE AND TAKE RIGHT FORK, TAKE ALL RIGHT DX3846'FORKS AS PER SIGNS ESTELLE LOOKOUT FOR 3 MILES, TURN RIGHT OFF DX3846'ROAD 0.2 MILE BEFORE REACHING LOOKOUT TOWER AND GO 0.2 MILE DX3846'TOWARDS HIGHEST POINT OF HILL AND STATION. A DRIVE. DX3846 DX3846 STATION RECOVERY (1960) DX3846 DX3846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (OSR) DX3846'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED DX3846'IN GOOD CONDITION. REFERENCE MARK 1 HAS BEEN DESTROYED. REFERENCE DX3846'MARK 3 WAS ESTABLISHED. IT IS A STANDARD DISK STAMPED ESTELLE DX3846'NO 3 1939 SET IN A DRILL HOLE ABOUT 1 FOOT NORTHWEST OF THE DX3846'CENTER OF A 4-FOOT SQUARE, CONCRETE SLAB (REMAINS OF A FOUNDATION DX3846'OF A LOOKOUT TOWER THAT HAS BEEN DESTROYED). THIS STATION WAS DX3846'NOT OCCUPIED BY AN OBSERVING PARTY, OTHER THAN TO ESTABLISH DX3846'REFERENCE MARK 3. DX3846' DX3846'OBSERVATIONS MADE FROM A FOUR FOOT TRIPOD. DX3846 DX3846 STATION RECOVERY (1975) DX3846 DX3846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RH) DX3846'THE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN DX3846'GOOD CONDITION AND AS DESCRIBED. ESTELLE FOREST SERVICE LOOKOUT DX3846'HAS BEEN DESTROYED. DX3846' DX3846'A NEW TO REACH DESCRIPTION FOLLOWS. DX3846' DX3846'FROM THE INTERSECTION OF CALIFORNIA HIGHWAY 91 AND LA SIERRA DX3846'AVENUE, ABOUT 5.5 MILES EAST OF CORONA, GO SOUTH ON LA SIERRA FOR DX3846'5.7 MILES, PASSING EL SOBRANTE ROAD AT 3.4 MILES. TURN LEFT ON DX3846'CAJALCO ROAD AND GO SOUTHERLY FOR 3.4 MILES. TURN RIGHT ON LAKE DX3846'MATHEWS DRIVE AND GO SOUTHERLY, 2.9 MILES TO ENTRANCE OF GAVILAN DX3846'SPRINGS RANCH, AN IRON GATE AND ROCK MASONARY ENTRANCE WAY. DX3846'PASS THROUGH GATE AND CONTINUE SOUTHERLY TOWARDS RANCH HOUSE 0.6 DX3846'MILE TO CROSS ROAD. CONTINUE STRAIGHT AHEAD FOR 0.1 MILE, DX3846'PASSING THROUGH GATE AND BEAR LEFT AROUND RANCH HOUSE (ERNIE DX3846'BATEMAN - CARETAKER) TO A FORK. GO LEFT FOLLOWING MAIN DX3846'TRAVELED ROAD FOR 2.0 MILES TO REVERSING Y FORK AND A GATE ON DX3846'THE LEFT. BEAR RIGHT AND GO WESTERLY AROUND HILL FOR 0.1 MILE DX3846'TO A FORK AND ANOTHER GATE. TAKE LEFT FORK, PASSING THROUGH DX3846'GATE, AND GO SOUTHERLY 0.7 MILE TO TRACK TRAIL RIGHT. FOLLOW DX3846'TRACK TRAIL AROUND HILL TO SUMMIT AND STATION. DX3846' DX3846'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET. DX3846' DX3846'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN DX3846'8 MILES NORTHWEST OF ELSINORE. DX3846 DX3846 STATION RECOVERY (1981) DX3846 DX3846'RECOVERY NOTE BY CALTRANS 1981 (RWH) DX3846'THE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD DX3846'CONDITION AND AS DESCRIBED. DX3846'THE 1975 TO REACH DESCRIPTION IS ADEQUATE.