1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 DX4076 *********************************************************************** DX4076 DESIGNATION - EAGLE DX4076 PID - DX4076 DX4076 STATE/COUNTY- CA/SAN DIEGO DX4076 USGS QUAD - LAS PULGAS CANYON (1975) DX4076 DX4076 *CURRENT SURVEY CONTROL DX4076 ___________________________________________________________________ DX4076* NAD 83(1992)- 33 21 01.44329(N) 117 27 34.25384(W) ADJUSTED DX4076* NAVD 88 - 476. (meters) 1562. (feet) VERTCON DX4076 ___________________________________________________________________ DX4076 EPOCH DATE - 1991.35 DX4076 LAPLACE CORR- 6.68 (seconds) DEFLEC99 DX4076 GEOID HEIGHT- -34.21 (meters) GEOID03 DX4076 DX4076 HORZ ORDER - THIRD DX4076 DX4076.The horizontal coordinates were established by classical geodetic methods DX4076.and adjusted by the National Geodetic Survey in June 1996. DX4076.The horizontal coordinates are valid at the epoch date displayed above. DX4076.The epoch date for horizontal control is a decimal equivalence DX4076.of Year/Month/Day. DX4076 DX4076.The NAVD 88 height was computed by applying the VERTCON shift value to DX4076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX4076 DX4076.The Laplace correction was computed from DEFLEC99 derived deflections. DX4076 DX4076.The geoid height was determined by GEOID03. DX4076 DX4076; North East Units Scale Factor Converg. DX4076;SPC CA 6 - 631,932.180 1,887,423.534 MT 0.99995418 -0 39 52.7 DX4076;SPC CA 6 - 2,073,264.16 6,192,322.04 sFT 0.99995418 -0 39 52.7 DX4076;UTM 11 - 3,690,227.774 457,244.326 MT 0.99962254 -0 15 09.5 DX4076 DX4076! - Elev Factor x Scale Factor = Combined Factor DX4076!SPC CA 6 - 0.99993069 x 0.99995418 = 0.99988488 DX4076!UTM 11 - 0.99993069 x 0.99962254 = 0.99955326 DX4076 DX4076: Primary Azimuth Mark Grid Az DX4076:SPC CA 6 - ALTA 295 19 19.6 DX4076:UTM 11 - ALTA 294 54 36.4 DX4076 DX4076|---------------------------------------------------------------------| DX4076| PID Reference Object Distance Geod. Az | DX4076| dddmmss.s | DX4076| DX4062 ALTA APPROX. 3.6 KM 2943926.9 | DX4076|---------------------------------------------------------------------| DX4076 DX4076 SUPERSEDED SURVEY CONTROL DX4076 DX4076 NAD 83(1986)- 33 21 01.44093(N) 117 27 34.25577(W) AD(1984.00) 3 DX4076 NAD 27 - 33 21 01.32897(N) 117 27 31.10275(W) AD( ) 3 DX4076 NGVD 29 (07/19/86) 475. (m) 1558. (f) VERT ANG DX4076 DX4076.Superseded values are not recommended for survey control. DX4076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX4076.See file dsdata.txt to determine how the superseded data were derived. DX4076 DX4076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS5724490228(NAD 83) DX4076_MARKER: DD = SURVEY DISK DX4076_SETTING: 0 = UNSPECIFIED SETTING DX4076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DX4076 DX4076 HISTORY - Date Condition Report By DX4076 HISTORY - 1939 MONUMENTED USE DX4076 HISTORY - 20010409 MARK NOT FOUND USE DX4076 HISTORY - 20010509 MARK NOT FOUND USACE DX4076 DX4076 STATION DESCRIPTION DX4076 DX4076'DESCRIBED BY US ENGINEERS 1939 DX4076'MARK IS A RANCHO SANTA MARGARITA DISK STAMPED EAGLE. DX4076' DX4076'IT IS LOCATED ABOUT 12 MILES (AIRLINE) NORTHWEST OF OCEANSIDE, DX4076'BETWEEN HORNO AND PIEDRA DE LUMBRA CANYON, ON THE TOP OF A HIGH, DX4076'BRUSHY HILL. IT IS THE HIGHEST POINT BETWEEN THE CANYONS. DX4076' DX4076'TO REACH FROM OCEANSIDE, GO NORTH ON HIGHWAY 101 FOR 8.6 MILES TO DX4076'LOS FLORES CREEK ROAD, TURN RIGHT, CROSSING UNDER SANTA FE RAILROAD, DX4076'AND GO 0.2 MILE TO INTERSECTION, TURN RIGHT ON DIRT ROAD AND GO 0.4 DX4076'MILE TO INTERSECTION AND FARM HOUSES, TURN LEFT AND GO 1.4 MILES DX4076'TO GATE, CONTINUE ON ROAD 2.1 MILES, TO FORKS, TURN LEFT AND GO DX4076'0.4 MILE TO FORKS, TURN LEFT AND GO 0.3 MILE TO RAVINE, CROSS DX4076'RAVINE AND TURN LEFT AND GO 0.4 MILE TO WINDMILL AND WATER TANK NO. DX4076'33, CROSS RAVINE AND TO RIGHT UP GRASSY RIDGE 0.7 MILE TO WHITE DX4076'ROCKY OUTCROPPING ON RIDGE, TURN LEFT AND GO 0.5 MILE, DX4076'GOING DOWN RIDGE TO DEEP RAVINE AND FOLLOWING IT UP TO OLD DIRT DX4076'DAM, CROSS DAM AND GO SOUTHWEST UP TO BRUSHY RIDGE RUNNING WEST, DX4076'FOLLOW RIDGE TO RIGHT TO HIGHEST POINT OF HILL AND STATION. DX4076 DX4076 STATION RECOVERY (2001) DX4076 DX4076'RECOVERY NOTE BY US ENGINEERS 2001 DX4076'MARK NOT FOUND. DX4076 DX4076 STATION RECOVERY (2001) DX4076 DX4076'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2001 (BBD) DX4076'DESCRIPTION INDICATES MARK IS ON A BRUSY RIDGE, AT HIGHEST POINT. THE DX4076'RIDGE IS NOW A FIREBREAK AND IS COMPLETELY CLEAR OF BRUSH. BELIEVE DX4076'THAT MARK WAS DESTROYED WHEN RIDGE WAS CLEARED FOR FIREBREAK. 1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 DX4058 *********************************************************************** DX4058 DESIGNATION - QUARTZ DX4058 PID - DX4058 DX4058 STATE/COUNTY- CA/SAN DIEGO DX4058 USGS QUAD - LAS PULGAS CANYON (1975) DX4058 DX4058 *CURRENT SURVEY CONTROL DX4058 ___________________________________________________________________ DX4058* NAD 83(1992)- 33 18 34.99897(N) 117 25 26.12952(W) ADJUSTED DX4058* NAVD 88 - 230. (meters) 755. (feet) SCALED DX4058 ___________________________________________________________________ DX4058 EPOCH DATE - 1991.35 DX4058 LAPLACE CORR- 6.94 (seconds) DEFLEC99 DX4058 GEOID HEIGHT- -34.29 (meters) GEOID03 DX4058 DX4058 HORZ ORDER - FIRST DX4058 DX4058.The horizontal coordinates were established by classical geodetic methods DX4058.and adjusted by the National Geodetic Survey in June 1996. DX4058.The horizontal coordinates are valid at the epoch date displayed above. DX4058.The epoch date for horizontal control is a decimal equivalence DX4058.of Year/Month/Day. DX4058 DX4058.The orthometric height was scaled from a topographic map. DX4058 DX4058.The Laplace correction was computed from DEFLEC99 derived deflections. DX4058 DX4058.The geoid height was determined by GEOID03. DX4058 DX4058; North East Units Scale Factor Converg. DX4058;SPC CA 6 - 627,383.091 1,890,685.171 MT 0.99995423 -0 38 42.3 DX4058;SPC CA 6 - 2,058,339.36 6,203,022.93 sFT 0.99995423 -0 38 42.3 DX4058;UTM 11 - 3,685,703.775 460,537.504 MT 0.99961920 -0 13 58.1 DX4058 DX4058! - Elev Factor x Scale Factor = Combined Factor DX4058!SPC CA 6 - 0.99996932 x 0.99995423 = 0.99992355 DX4058!UTM 11 - 0.99996932 x 0.99961920 = 0.99958853 DX4058 DX4058: Primary Azimuth Mark Grid Az DX4058:SPC CA 6 - REYS 150 37 58.6 DX4058:UTM 11 - REYS 150 13 14.4 DX4058 DX4058|---------------------------------------------------------------------| DX4058| PID Reference Object Distance Geod. Az | DX4058| dddmmss.s | DX4058| CC3610 QUARTZ RM 2 3.045 METERS 01323 | DX4058| CC3609 QUARTZ RM 1 3.033 METERS 10407 | DX4058| DX3933 REYS APPROX.10.4 KM 1495916.3 | DX4058| CC3611 QUARTZ RM 3 10.471 METERS 19920 | DX4058| DX4068 LARGE WHSE N GABLE NR RR TRACK APPROX. 5.0 KM 2735441.4 | DX4058| CC3612 QUARTZ RM 4 10.891 METERS 27534 | DX4058| DX4059 RED WATER TANK W OF FLORES RR SIDIN APPROX. 4.6 KM 2822059.3 | DX4058|---------------------------------------------------------------------| DX4058 DX4058 SUPERSEDED SURVEY CONTROL DX4058 DX4058 NAD 83(1986)- 33 18 34.99862(N) 117 25 26.12842(W) AD(1984.00) 1 DX4058 NAD 27 - 33 18 34.88200(N) 117 25 22.98400(W) AD( ) 1 DX4058 DX4058.Superseded values are not recommended for survey control. DX4058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX4058.See file dsdata.txt to determine how the superseded data were derived. DX4058 DX4058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMS6053885704(NAD 83) DX4058_MARKER: H = DRILL HOLE DX4058_SETTING: 66 = SET IN ROCK OUTCROP DX4058_MAGNETIC: N = NO MAGNETIC MATERIAL DX4058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DX4058+STABILITY: POSITION/ELEVATION WELL DX4058 DX4058 HISTORY - Date Condition Report By DX4058 HISTORY - 1886 MONUMENTED CGS DX4058 HISTORY - 1914 SEE DESCRIPTION CGS DX4058 HISTORY - 1933 SEE DESCRIPTION CGS DX4058 HISTORY - 1939 SEE DESCRIPTION CGS DX4058 HISTORY - 1961 SEE DESCRIPTION CGS DX4058 HISTORY - 1971 SEE DESCRIPTION USE DX4058 HISTORY - 20010316 GOOD NGS DX4058 HISTORY - 20010416 GOOD INDIV DX4058 DX4058 STATION DESCRIPTION DX4058 DX4058'DESCRIBED BY COAST AND GEODETIC SURVEY 1886 (AFR) DX4058'ON THE LAS FLORES RANCH, ABOUT 1 MILE DOWN THE COAST FROM DX4058'LAS FLORES CREEK, ON TOP OF A LONG FLAT RIDGE, THE CREST AND DX4058'OFFSHORE SLOPE OF WHICH IS NEARLY ALL VISIBLE FROM THE MESA DX4058'BELOW. TWO LARGE PIECES OF WHITE QUARTZ CROP OUT OF THE DX4058'GROUND, AND A SMALL, ROUGH HOLE, DRILLED IN THE UPPER SURFACE DX4058'OF THE INSHORE AND LARGER ONE, MARKS THE STATION. THIS STONE DX4058'IS 2 FEET 10 INCHES BY 1 FOOT 10 INCHES AND PROJECTS 8 INCHES DX4058'ABOVE THE SURFACE OF THE GROUND. THE SMALLER STONE IS 2 DX4058'FEET 10 INCHES BY 1 FOOT 10 INCHES, THE W END BEING AS HIGH DX4058'AS THE LARGER STONE AND THE E END EVEN WITH THE GROUND. THE DX4058'TWO STONES ARE QUITE CLOSE TOGETHER, BEING SEPARTED BY 6 DX4058'INCHES OF EARTH AT THE SURFACE OF THE GROUND. A SMALL DX4058'PIECE OF RED QUARTZ, 8-BY 8-INCHES AND PROJECTING 2 INCHES DX4058'ABOVE THE GROUND, IS DISTANT 4 FEET 8 INCHES FROM THE STATION. DX4058 DX4058 STATION RECOVERY (1914) DX4058 DX4058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1914 (JWM) DX4058'STATION QUARTZ WAS RECOVERED APRIL 10, 1914. THE MARK IS ALMOST DX4058'IMPERISHABLE AND WAS LEFT UNDISTURBED. TWO REFERENCE MARKS DX4058'WERE ESTABLISHED. DX4058' DX4058'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK SET IN DX4058'CONCRETE 10 FEET DUE N (MAGNETIC) OF STATION. DX4058' DX4058'REFERENCE MARK NO. 2 IS A SIMILAR MARK 10 FEET DUE E (MAGNETIC) DX4058'OF STATION. DX4058 DX4058 STATION RECOVERY (1933) DX4058 DX4058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CP) DX4058'ON THE TOP OF A LONG FLAT RIDGE, ABOUT 2.5 MILES BACK FROM DX4058'COAST, AND ABOUT E OF LAS FLORES RAILROAD SIDING, THIS RIDGE DX4058'IS THE FIRST EMINENCE CROWNING THE GENTLE SLOPE OF THE COASTAL DX4058'PLAIN TO THE EASTWARD, THE HIGHER BRUSH-COVERED COAST HILLS DX4058'LIE JUST ACROSS A CANYON TO N. A WIRE FENCE RUNNING E-W LIES DX4058'75 YARDS N OF STATION. DX4058' DX4058'STATION RECOVERED IN GOOD CONDITION AND TWO REFERENCE MARKS DX4058'ESTABLISHED BY J. MAUPIN IN 1914 WERE RECOVERED AND LEFT INTACT. DX4058' DX4058'TWO NEW REFERENCE MARKS WERE ESTABLISHED, STANDARD BRONZE DX4058'DISKS SET IN CONCRETE AS DESCRIBED IN NOTE 11A. THE SMALL DX4058'ROUGH HOLE DRILLED IN QUARTZ OUTCROP WHICH MARKS THE STATION DX4058'NOT DISTURBED AND STILL USED FOR STATION MARK. DX4058' DX4058'TO REACH STATION FROM OCEANSIDE TAKE COAST BOULEVARD N FOR DX4058'5.5 MILES TO LAS FLORES RAILROAD SIDING, TURN RIGHT ACROSS DX4058'TRACKS THROUGH LOCKED GATE AND FOLLOW OLD STAGE ROAD 0.6 MILE DX4058'TO WINDMILL, FOLLOW ROAD ALONG WIRE FENCE TO POINT WHERE ROAD DX4058'LEAVES FENCE AND TURN LEFT THROUGH GATE AND GO 0.4 MILE TO DX4058'ANOTHER WIRE GATE, FOLLOW THIS ROAD ABOUT E UP THE HILL TO DX4058'WIRE FENCE RUNNING N-S, TURN N AND GO 0.1 MILE TO STATION. DX4058'MAIN SCHEME STATION. DX4058' DX4058'A 14-FOOT TOWER ERECTED AT THIS STATION. DX4058 DX4058 STATION RECOVERY (1939) DX4058 DX4058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (ACT) DX4058'STATION MARK IS A DRILL PIT IN QUARTZ OUTCROP ABOUT 4 FEET W DX4058'OF WIRE FENCE, AND 40 YARDS S OF FENCE CORNER. RECOVERED AS DX4058'DESCRIBED IN GOOD CONDITION. DX4058' DX4058'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED QUARTZ NO. DX4058'3, 1886-1933 SET IN AN 8-INCH CONCRETE POST TO THE S OF STATION. DX4058' DX4058'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED QUARTZ NO. DX4058'4, 1886-1933 SET IN AN 8-INCH CONCRETE POST TO THE W OF THE STATION. DX4058' DX4058'STATION REACHED FROM OCEANSIDE BY GOING N ON U.S. HIGHWAY 101 DX4058'ABOUT 7-1/2 MILES TO LAS FLORES RAILROAD SIDING. ABOUT 100 DX4058'YARDS S OF LAS FLORES SIGNBOARD AND CORRALS, TURN E ACROSS DX4058'TRACKS AND THROUGH LOCKED GATE (SANTA MARGARITA RANCH LOCK). DX4058'FOLLOW TRACK ROAD E ALONG S SIDE OF FENCE 0.45 MILE TO WINDMILL DX4058'AND CONTINUE ALONG FENCE NE 0.15 MILE TO GATE AND TRAVELED ROAD. DX4058'CONTINUE STRAIGHT AHEAD ON TRAVELED ROAD 0.5 MILE. WHERE ROAD DX4058'TURNS SOUTHERLY AWAY FROM FENCE, LEAVE ROAD AND FOLLOW RIDGE DX4058'ACROSS COUNTRY TO E FOR 0.7 MILE TO FENCE CORNER. TURN LEFT DX4058'AROUND FENCE CORNER ABOUT 200 YARDS, THENCE RIGHT ON DIM DX4058'ROAD UP STEEP RIDGE FOR 1.1 MILES TO E-W FENCE. TURN LEFT DX4058'ALONG FENCE 0.15 MILE TO STATION. THIS ROUTE REQUIRES DX4058'TRUCK WITH COMPOUND LOW, BEING QUITE STEEP AND ROCKY. DX4058 DX4058 STATION RECOVERY (1961) DX4058 DX4058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (FN) DX4058'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION. DX4058' DX4058'STATION IS LOCATED ON THE CAMP PENDLETON, MARINE BASE, ABOUT DX4058'9 MILES NORTHWEST OF OCEANSIDE, ABOUT 2.3 MILES NORTH OF THE DX4058'LAS FLORES SIDING OF THE A.T. AND S.F. RAILROAD, AND ABOUT DX4058'1.0 MILE SOUTHEAST OF PAVED ROAD TO CAMP LAS PULGAS. STATION DX4058'IS A DRILL HOLE IN SECTION OF QUARTZ OUTCROP AS DESCRIBED BY DX4058'A.F.R. IN 1886. THE WIRE FENCE AND FENCE CORNER MENTIONED IN DX4058'PREVIOUS DESCRIPTIONS NO LONGER EXIST. DX4058' DX4058'REFERENCE MARK NO 3 IS LOCATED SOUTH-SOUTHWEST OF AND ABOUT DX4058'THE SAME ELEVATION AS STATION. A STANDARD REFERENCE MARK DISK DX4058'STAMPED QUARTZ NO 3 1887 1933, AND SET IN THE TOP OF A 8 INCH DX4058'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 FOOT. DX4058' DX4058'REFERENCE MARK NO 4 IS LOCATED WEST OF AND ABOUT THE SAME DX4058'ELEVATION AS STATION. A STANDARD REFERENCE MARK DISK STAMPED DX4058'QUARTZ NO 4 1887 1933, AND SET IN THE TOP OF A 8 INCH SQUARE DX4058'CONCRETE POST WHICH PROJECTS ABOUT 10 INCHES. DX4058' DX4058'TO REACH THE STATION FROM THE NORTHWEST END OF THE U.S. DX4058'HIGHWAY 101 BRIDGE ACROSS THE SAN LUIS REY RIVER AT THE NORTH DX4058'EDGE OF OCEANSIDE, GO 7.0 MILES NORTHWEST ON U.S. HIGHWAY 101 DX4058'TO THE ENTRANCE ROAD TO CAMP LAS PULGAS ON THE RIGHT, TURN DX4058'RIGHT GO 0.2 MILE NORTH TO GATE WITH SENTRY, CONTINUE PAST DX4058'SENTRY TO FORK IN ROAD, TAKE RIGHT FORK 0.5 MILE SOUTHEASTERLY DX4058'TO ROAD ON RIGHT, TURN RIGHT GO 1.5 MILES SOUTHEASTERLY TO DX4058'TRACK ROAD ON LEFT JUST PAST THE CAMP AREA FOR THE FIRST TANK DX4058'BATTALION, TURN LEFT AND FOLLOW TRACK ROAD ABOUT 0.8 MILE NORTH DX4058'TO BASE OF STEEP SLOPE, CONTINUE 0.8 MILE NORTH UP STEEP DX4058'SLOPE TO STATION. DX4058 DX4058 STATION RECOVERY (1971) DX4058 DX4058'RECOVERY NOTE BY US ENGINEERS 1971 (EH) DX4058'QUARTZ ROCK-GOOD DX4058' DX4058'2 FT 10 IN X 1 FT 10 IN SMALL ROUGH HOLE DRILLED IN UPPER PORTION DX4058' DX4058'DESCRIPTION ADEQUATE. DX4058 DX4058 STATION RECOVERY (2001) DX4058 DX4058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (BD) DX4058'RECOVERED IN GOOD CONDITION. DX4058 DX4058 STATION RECOVERY (2001) DX4058 DX4058'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (BD) DX4058'DRILLED HOLE IN WHITE ROCK NOW FILLED WITH LEAD WITH PUNCH MARK. DX4058' DX4058'RM 4 NOT FOUND. DX4058' DX4058'FOUND WHAT APPEARS TO BE REMAINS OF A CONCRETE PILLAR AT APPROXIMATE DX4058'LOCATION OF RM 3. NO DISC FOUND. DX4058' DX4058'THE 14 FT (4.3 M) STEEL TOWER ERECTED OVER THE MARK IN 1933 IS THE DX4058'MOST PROMINENT REFERENCE POINT. IT IS A SINGLE STEEL SHAFT SUPPORTED DX4058'ON THREE LEGS EACH SET IN 2 FT (0.6 M) SQUARE CONCRETE BLOCK. DX4058' DX4058'FROM INTERSTATE 5, NORTH OF OCEANSIDE, ENTER MAIN GATE OF CAMP DX4058'PENDLETON ON VANDERGRIFT BOULEVARD AND GO TO 3RD STOP LIGHT AT DX4058'INTERSECTION OF STUART MESA ROAD. TURN LEFT ON STUART MESA ROAD AND DX4058'GO 5.9 MI (9.5 KM) TO ENTRANCE TO CAMP FLORES, FIRE STATION ON NE DX4058'CORNER. TURN RIGHT AND GO 0.15 MI (0.24 KM) TO STOP SIGN. TURN RIGHT DX4058'AND GO 0.2 MI (0.3 KM) . TURN LEFT LEAVING HARD SURFACE ROAD. FROM DX4058'THIS POINT QUARTZ BEARS 264500 GRID AZ AND THE STEEL TOWER OVER IT IS DX4058'VISIBLE WITH BINOCULARS. SINCE THE GENTLY RISING GROUND AHEAD IS A DX4058'TANK TRAINING AREA CRISSCROSSED WITH TANK TRACKS, ROAD DIRECTIONS ARE DX4058'NOT POSSIBLE AND THE STEEL TOWER SHOULD BE USED FOR GUIDANCE. AFTER DX4058'APPROXIMATELY 1 MI (1.6 KM) , A SINGLE DIRT TRACK CLIMBS MORE STEEPLY DX4058'AND AFTER 0.65 MI (1.05 KM) CROSSES UNDER AN ELECTRICAL TRANSMISSION DX4058'LINE. GO 0.2 MI (0.3 KM) MORE AND THE STATION IS LOCATED ON THE LEFT DX4058'SIDE OR THE ROAD ON A RIDGE LINE. 1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 DX5284 *********************************************************************** DX5284 DESIGNATION - TALEGA 2 DX5284 PID - DX5284 DX5284 STATE/COUNTY- CA/SAN DIEGO DX5284 USGS QUAD - SAN CLEMENTE (1975) DX5284 DX5284 *CURRENT SURVEY CONTROL DX5284 ___________________________________________________________________ DX5284* NAD 83(1992)- 33 26 52.20793(N) 117 33 02.34635(W) ADJUSTED DX5284* NAVD 88 - 268.2 (meters) 880. (feet) GPS OBS DX5284 ___________________________________________________________________ DX5284 EPOCH DATE - 1991.35 DX5284 X - -2,464,121.923 (meters) COMP DX5284 Y - -4,723,334.501 (meters) COMP DX5284 Z - 3,495,637.093 (meters) COMP DX5284 LAPLACE CORR- 8.04 (seconds) DEFLEC99 DX5284 ELLIP HEIGHT- 233.83 (meters) (06/24/96) GPS OBS DX5284 GEOID HEIGHT- -34.28 (meters) GEOID03 DX5284 DX5284 HORZ ORDER - FIRST DX5284 ELLP ORDER - FOURTH CLASS I DX5284 DX5284.The horizontal coordinates were established by GPS observations DX5284.and adjusted by the National Geodetic Survey in June 1996. DX5284.The horizontal coordinates are valid at the epoch date displayed above. DX5284.The epoch date for horizontal control is a decimal equivalence DX5284.of Year/Month/Day. DX5284 DX5284.The orthometric height was determined by GPS observations and a DX5284.high-resolution geoid model. DX5284 DX5284.The X, Y, and Z were computed from the position and the ellipsoidal ht. DX5284 DX5284.The Laplace correction was computed from DEFLEC99 derived deflections. DX5284 DX5284.The ellipsoidal height was determined by GPS observations DX5284.and is referenced to NAD 83. DX5284 DX5284.The geoid height was determined by GEOID03. DX5284 DX5284; North East Units Scale Factor Converg. DX5284;SPC CA 6 - 642,839.588 1,879,076.132 MT 0.99995611 -0 42 53.0 DX5284;SPC CA 6 - 2,109,049.55 6,164,935.61 sFT 0.99995611 -0 42 53.0 DX5284;SPC CA 5 - 494,306.716 2,041,786.918 MT 1.00017831 +0 15 22.1 DX5284;SPC CA 5 - 1,621,737.95 6,698,762.58 sFT 1.00017831 +0 15 22.1 DX5284;UTM 11 - 3,701,071.375 448,821.536 MT 0.99963229 -0 18 12.6 DX5284 DX5284! - Elev Factor x Scale Factor = Combined Factor DX5284!SPC CA 6 - 0.99996329 x 0.99995611 = 0.99991940 DX5284!SPC CA 5 - 0.99996329 x 1.00017831 = 1.00014160 DX5284!UTM 11 - 0.99996329 x 0.99963229 = 0.99959560 DX5284 DX5284 SUPERSEDED SURVEY CONTROL DX5284 DX5284 NAD 83(1992)- 33 26 52.21002(N) 117 33 02.34770(W) AD(1991.35) 1 DX5284 ELLIP H (09/20/94) 233.84 (m) GP(1991.35) 4 2 DX5284 NAD 83(1986)- 33 26 52.20472(N) 117 33 02.34661(W) AD(1984.00) 1 DX5284 NGVD 29 (07/09/90) 267.6 (m) 878. (f) GPS OBS DX5284 DX5284.Superseded values are not recommended for survey control. DX5284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX5284.See file dsdata.txt to determine how the superseded data were derived. DX5284 DX5284_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT4882201071(NAD 83) DX5284_MARKER: DD = SURVEY DISK DX5284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DX5284_STAMPING: TALEGA 2 DX5284_MARK LOGO: NONE DX5284_MAGNETIC: N = NO MAGNETIC MATERIAL DX5284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DX5284+STABILITY: SURFACE MOTION DX5284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DX5284+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000 DX5284 DX5284 HISTORY - Date Condition Report By DX5284 HISTORY - 1983 MONUMENTED CA-059 DX5284 HISTORY - 19880315 GOOD PSOMAS DX5284 HISTORY - 19920601 GOOD CA-059 DX5284 HISTORY - 20000917 GOOD CADT DX5284 DX5284 STATION DESCRIPTION DX5284 DX5284'DESCRIBED BY PSOMAS AND ASSOCIATES 1988 DX5284'THE STATION IS LOCATED IN THE CITY OF SAN CLEMENTE. DX5284'TO REACH THE STATION FROM THE INTERSECTION OF THE SAN DIEGO FREEWAY, DX5284'INTERSTATE 5, AND CHRISTIANITOS ROAD AT THE SOUTH END OF THE CITY OF DX5284'SAN CLEMENTE, GO NORTHEASTERLY ON CHRISTIANITOS ROAD FOR 2.7 MILES TO DX5284'THE MARINE SENTRY STATION ON THE RIGHT, CONTINUE NORTHEASTERLY ON THE DX5284'CHRISTIANITOS ROAD 0.2 MILE TO SAN MATEO ROAD, TURN RIGHT ONTO SAN DX5284'MATEO ROAD, AND GO SOUTHERLY AND EASTERLY FOR 0.8 MILE TO A PAVED DX5284'ROAD ON THE LEFT. TURN LEFT ONTO PAVED ROAD AND GO 0.6 MILES ALONG DX5284'THE ROAD TO THE PAD SITE, TURN NORTHEASTERLY AND GO ALONG A TRAIL 1.3 DX5284'MILES FOLLOWING TOP OF A RIDGE TO THE HIGHEST POINT ON THE HILL AND DX5284'THE STATION. FOR ACCESS CALL MAJOR FOX TEL. 619-725-7545. DX5284'THE STATION MARK IS A 2.5 INCH PUNCHED BRASS DISK STAMPED ---TALEGA DX5284'2---, SET IN A 3 FOOT ROUND CONCRETE MONUMENT. THE MONUMENT IS DX5284'DIRECTLY BELOW A THREE-LEGGED IRON PIPE TOWER. DX5284'REFERENCE MARK 1 IS THE STEM OF AN ALUMINUM DISK SET IN A CONCRETE DX5284'MONUMENT FLUSH WITH THE GROUND. THE STATION IS 23.52 FEET FROM RM 1. DX5284'REFERENCE MARK 2 IS A 3.75 INCH ORANGE COUNTY SURVEY ALUMINUM DISK DX5284'STAMPED --- TALEGA 2 RM2 DEC 1983---, SET IN A CONCRETE MONUMENT DX5284'FLUSH WITH THE GROUND. THE STATION IS 28.12 FEET FROM RM 2. DX5284'REFERENCE MARK 3 IS A 2.5 INCH PUNCHED BRASS DISK SET IN A 6 INCH DX5284'ROUND CONCRETE MONUMENT, 0.2 FEET ABOVE THE GROUND. THE STATION IS DX5284'29.96 FEET FROM RM 3. DX5284 DX5284 STATION RECOVERY (1992) DX5284 DX5284'RECOVERY NOTE BY ORANGE COUNTY CALIFORNIA 1992 DX5284'THE RECOVERY WAS ADEQUATE WITH THE FOLLOWING ADDITION. DX5284'$ DX5284'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION DX5284'SURVEY. DX5284 DX5284 STATION RECOVERY (2000) DX5284 DX5284'RECOVERY NOTE BY CALTRANS 2000 (ATD) DX5284'RECOVERED AS DESCRIBED