1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AE4855 *********************************************************************** AE4855 DESIGNATION - B 1311 RESET AE4855 PID - AE4855 AE4855 STATE/COUNTY- CA/RIVERSIDE AE4855 USGS QUAD - WHITE WATER (1996) AE4855 AE4855 *CURRENT SURVEY CONTROL AE4855 ___________________________________________________________________ AE4855* NAD 83(1986)- 33 54 06. (N) 116 38 18. (W) SCALED AE4855* NAVD 88 - 342.41 (meters) 1123.4 (feet) RESET AE4855 ___________________________________________________________________ AE4855 GEOID HEIGHT- -31.73 (meters) GEOID99 AE4855 AE4855 VERT ORDER - THIRD AE4855 AE4855.The horizontal coordinates were scaled from a topographic map and have AE4855.an estimated accuracy of +/- 6 seconds. AE4855 AE4855.The orthometric height was computed from unverified reset data. AE4855 AE4855.The geoid height was determined by GEOID99. AE4855 AE4855; North East Units Estimated Accuracy AE4855;SPC CA 6 - 692,490. 1,964,080. MT (+/- 180 meters Scaled) AE4855 AE4855 SUPERSEDED SURVEY CONTROL AE4855 AE4855.No superseded survey control is available for this station. AE4855 AE4855_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT334513(NAD 83) AE4855_MARKER: DV = VERTICAL CONTROL DISK AE4855_SETTING: 31 = BRIDGE RAIL AE4855_STAMPING: B 1311 1978 RESET 1995 AE4855_MARK LOGO: NGS AE4855_MAGNETIC: N = NO MAGNETIC MATERIAL AE4855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE4855 AE4855 HISTORY - Date Condition Report By AE4855 HISTORY - 1995 MONUMENTED CADT AE4855 AE4855 STATION DESCRIPTION AE4855 AE4855'DESCRIBED BY CALTRANS 1995 (RW) AE4855'0.80 MILE (1.29 KM) WEST ALONG TIPTON ROAD FROM THE UNDERCROSSING OF AE4855'INTERSTATE HIGHWAY 10 IN WHITEWATER, THENCE 0.55 MILE (0.89 KM) SOUTH AE4855'ALONG THE SAME TIPTON ROAD, THENCE 1.20 MILES (1.93 KM) SOUTHEAST AE4855'ALONG TIPTON ROAD, THENCE 0.25 MILE (0.40 KM) SOUTHEAST ALONG STATE AE4855'HIGHWAY 111, SET IN CONCRETE BRIDGE RAIL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DX5662 *********************************************************************** DX5662 DESIGNATION - C 898 RESET DX5662 PID - DX5662 DX5662 STATE/COUNTY- CA/RIVERSIDE DX5662 USGS QUAD - TEMECULA (1975) DX5662 DX5662 *CURRENT SURVEY CONTROL DX5662 ___________________________________________________________________ DX5662* NAD 83(1986)- 33 28 46. (N) 117 08 30. (W) SCALED DX5662* NAVD 88 - 311.65 (+/-2cm) 1022.5 (feet) VERTCON DX5662 ___________________________________________________________________ DX5662 GEOID HEIGHT- -32.67 (meters) GEOID99 DX5662 DX5662 VERT ORDER - THIRD (See Below) DX5662 DX5662.The horizontal coordinates were scaled from a topographic map and have DX5662.an estimated accuracy of +/- 6 seconds. DX5662 DX5662.The NAVD 88 height was computed by applying the VERTCON shift value to DX5662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX5662.The vertical order pertains to the superseded datum. DX5662 DX5662.The geoid height was determined by GEOID99. DX5662 DX5662; North East Units Estimated Accuracy DX5662;SPC CA 6 - 645,950. 1,917,130. MT (+/- 180 meters Scaled) DX5662 DX5662 SUPERSEDED SURVEY CONTROL DX5662 DX5662 NGVD 29 - 310.94 (m) 1020.1 (f) RESET 3 DX5662 DX5662.Superseded values are not recommended for survey control. DX5662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX5662.See file dsdata.txt to determine how the superseded data were derived. DX5662 DX5662_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT868044(NAD 83) DX5662_MARKER: DV = VERTICAL CONTROL DISK DX5662_SETTING: 31 = RAILING DX5662_STAMPING: C 898 RESET 1977 DX5662_MARK LOGO: NGS DX5662_MAGNETIC: N = NO MAGNETIC MATERIAL DX5662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DX5662 DX5662 HISTORY - Date Condition Report By DX5662 HISTORY - 1977 MONUMENTED NGS DX5662 DX5662 STATION DESCRIPTION DX5662 DX5662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 DX5662'1.0 MILE (1.6 KM) SOUTH OF THE POST OFFICE IN TEMECULA, ALONG FRONT DX5662'STREET AT THE INTERSTATE 15 STATE HIGHWAY INTERCHANGE, IN THE CENTER DX5662'OF THE TOP OF THE SOUTH END OF THE WEST CONCRETE AND STEEL RAILING OF DX5662'THE SOUTH BOUND LANES OF INTERSTATE HIGHWAY 15, 104.0 FEET (31.7 M) DX5662'SOUTH OF THE CENTER OF THE INTERSTATE OVERPASS, 34.5 FEET (10.5 M) DX5662'WEST OF THE CENTER OF THE FOUR SOUTHBOUND LANES OF THE INTERSTATE, DX5662'2.0 FEET (0.6 M) NORTHEAST OF THE CENTER OF THE TOP OF A STREET LIGHT DX5662'ELECTRIC CONTROL BOX LID, 1.3 FEET (0.4 M) HIGHER THAN THE INTERSTATE DX5662'HIGHWAY SURFACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DX2836 *********************************************************************** DX2836 DESIGNATION - FREMONT DX2836 PID - DX2836 DX2836 STATE/COUNTY- CA/RIVERSIDE DX2836 USGS QUAD - RIVERSIDE WEST (1980) DX2836 DX2836 *CURRENT SURVEY CONTROL DX2836 ___________________________________________________________________ DX2836* NAD 83(1992)- 33 59 39.75383(N) 117 24 08.65020(W) ADJUSTED DX2836* NAVD 88 - 236.15 (+/-2cm) 774.8 (feet) VERTCON DX2836 ___________________________________________________________________ DX2836 EPOCH DATE - 1991.35 DX2836 LAPLACE CORR- 2.86 (seconds) DEFLEC99 DX2836 GEOID HEIGHT- -33.05 (meters) GEOID99 DX2836 DX2836 HORZ ORDER - THIRD DX2836 VERT ORDER - THIRD (See Below) DX2836 DX2836.The horizontal coordinates were established by classical geodetic methods DX2836.and adjusted by the National Geodetic Survey in June 1996. DX2836.The horizontal coordinates are valid at the epoch date displayed above. DX2836.The epoch date for horizontal control is a decimal equivalence DX2836.of Year/Month/Day. DX2836 DX2836.The NAVD 88 height was computed by applying the VERTCON shift value to DX2836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX2836.The vertical order pertains to the superseded datum. DX2836 DX2836.The Laplace correction was computed from DEFLEC99 derived deflections. DX2836 DX2836.The geoid height was determined by GEOID99. DX2836 DX2836; North East Units Scale Converg. DX2836;SPC CA 6 - 703,293.412 1,893,528.487 MT 1.00002044 -0 37 59.8 DX2836;SPC CA 6 - 2,307,388.47 6,212,351.38 sFT 1.00002044 -0 37 59.8 DX2836;SPC CA 5 - 555,003.489 2,055,212.678 MT 1.00000867 +0 20 26.3 DX2836;SPC CA 5 - 1,820,873.95 6,742,810.26 sFT 1.00000867 +0 20 26.3 DX2836;UTM 11 - 3,761,605.374 462,836.406 MT 0.99961703 -0 13 30.0 DX2836 DX2836: Primary Azimuth Mark Grid Az DX2836:SPC CA 6 - FREMONT RM 5 114 09 41.5 DX2836:SPC CA 5 - FREMONT RM 5 113 11 15.4 DX2836:UTM 11 - FREMONT RM 5 113 45 11.7 DX2836 DX2836|---------------------------------------------------------------------| DX2836| PID Reference Object Distance Geod. Az | DX2836| dddmmss.s | DX2836| CC3022 RIVERSIDE MISSION BLVD ROW MK 1 8.199 METERS 02611 | DX2836| CC3023 RIVERSIDE MISSION BLVD ROW MK 2 14.209 METERS 02900 | DX2836| CC2909 FREMONT RM 3 11.275 METERS 03541 | DX2836| CC2908 FREMONT RM 1 16.198 METERS 10234 | DX2836| CC2911 FREMONT RM 5 1133141.7 | DX2836| CC2910 FREMONT RM 4 15.412 METERS 14104 | DX2836| DX2837 FREMONT RM 2 8.742 METERS 21615 | DX2836|---------------------------------------------------------------------| DX2836 DX2836 SUPERSEDED SURVEY CONTROL DX2836 DX2836 NAD 83(1986)- 33 59 39.75383(N) 117 24 08.65170(W) AD(1984.00) 3 DX2836 NAD 27 - 33 59 39.70200(N) 117 24 05.49000(W) AD( ) 3 DX2836 NGVD 29 - 235.40 (m) 772.3 (f) RESET 3 DX2836 DX2836.Superseded values are not recommended for survey control. DX2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX2836.See file dsdata.txt to determine how the superseded data were derived. DX2836 DX2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT6283661605(NAD 83) DX2836_MARKER: DS = TRIANGULATION STATION DISK DX2836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DX2836_STAMPING: FREMONT 1939 DX2836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DX2836+STABILITY: SURFACE MOTION DX2836 DX2836 HISTORY - Date Condition Report By DX2836 HISTORY - 1939 MONUMENTED CGS DX2836 HISTORY - 1958 SEE DESCRIPTION CGS DX2836 HISTORY - 1958 SEE DESCRIPTION CGS DX2836 HISTORY - 1961 SEE DESCRIPTION CGS DX2836 HISTORY - 1974 GOOD NGS DX2836 HISTORY - 1976 SEE DESCRIPTION NGS DX2836 DX2836 STATION DESCRIPTION DX2836 DX2836'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) DX2836'LOCATED IN COOPERATION WITH THE CITY AND COUNTY OF RIVERSIDE, DX2836'CALIFORNIA. STATION IS LOCATED IN WEST RIVERSIDE, APPROXIMATELY DX2836'1-1/2 MILES NORTH OF THE DOWNTOWN CENTER OF RIVERSIDE, CALIFORNIA, DX2836'AT THE INTERSECTION OF MISSION BOULEVARD AND WALLACE STREET. DX2836'75 FEET SOUTHWEST OF MISSION BOULEVARD AND 21 FEET NORTHWEST DX2836'OF WALLACE STREET CENTER LINES, ABOUT 82 FEET FROM CENTER LINE DX2836'INTERSECTIONS. DX2836' DX2836'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DX2836'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A. DX2836' DX2836'PRESENT CENTER LINE OF MISSION BOULEVARD WILL BE CHANGED BY DX2836'INCREASING THE ROADWAY TO A FOUR LANE HIGHWAY. DX2836' DX2836'REFERENCE MARK NO. 1 IS LOCATED IN THE HEAD OF A SYPHON PASSING DX2836'UNDER MISSION BOULEVARD, TO THE SOUTHWEST SIDE OF SAME. DX2836 DX2836 STATION RECOVERY (1958) DX2836 DX2836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WFM) DX2836'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD DX2836'CONDITION. THE SYPHON IN WHICH REFERENCE MARK 1 WAS LOCATED DX2836'HAS BEEN REMOVED, THEREFORE REFERENCE MARK 1 HAS BEEN DESTROYED. DX2836'TWO RIGHT-OF-WAY MARKERS WERE CUT IN FOR REFERENCE POINTS AT DX2836'THIS TIME. DX2836' DX2836'THE STATION IS LOCATED IN RUBIDOUX (A SUBURB OF RIVERSIDE), DX2836'1-1/2 MILES NORTH OF RIVERSIDE AND AT THE INTERSECTION OF DX2836'MISSION BLVD. AND WALLACE ST. DX2836' DX2836'THE STATION MARK, A STANDARD DISK STAMPED FREMONT 1939, IS DX2836'SET IN THE TOP OF A SQUARE BLOCK OF CONCRETE WHICH IS FLUSH DX2836'WITH THE GROUND. IT IS 48.2 FEET SOUTH OF THE CURBING ON THE DX2836'SOUTH SIDE OF MISSION BLVD., 31.5 FEET SOUTH OF THE NORTHEAST DX2836'CORNER OF THE NATIONAL FURNITURE STORE BUILDING, 21 FEET WEST OF DX2836'THE CENTER OF WALLACE ST., AND 3.1 FEET EAST OF THE EAST EDGE DX2836'OF THE NATIONAL FURNITURE STORE BUILDING. DX2836' DX2836'REFERENCE MARK 2, A STANDARD DISK STAMPED FREMONT NO 2 1939, DX2836'IS SET IN THE TOP OF A SQUARE BLOCK OF CONCRETE WHICH IS 3 DX2836'INCHES BELOW THE GROUND SURFACE. IT IS 2.6 FEET NORTHEAST DX2836'OF THE SOUTHEAST CORNER OF THE STORE BUILDING AND 1.3 FEET EAST DX2836'OF THE EAST EDGE OF THE STORE BUILDING. DX2836' DX2836'RIGHT-OF-WAY MARKER NO. 1 IS A NAIL SET IN THE APPROXIMATE DX2836'CENTER OF A SQUARE 4-INCH CONCRETE POST WHICH PROJECTS 2 INCHES DX2836'ABOVE THE GROUND. IT IS 4.6 FEET SOUTH OF THE NORTHEAST CORNER DX2836'OF THE STORE BUILDING AND AT THE EAST EDGE OF THE BUILDING. DX2836' DX2836'RIGHT-OF-WAY MARKER NO. 2 IS A NAIL SET IN THE TOP OF A SQUARE DX2836'4-INCH CONCRETE POST WHICH IS FLUSH WITH THE SIDEWALK. IT IS DX2836'15.1 FEET NORTH OF THE NORTHEAST CORNER OF THE STORE BUILDING, DX2836'2.4 FEET WEST OF THE APPROXIMATE CENTER OF THE CURVED PORTION DX2836'OF THE CURB, AND 1.5 FEET SOUTH OF THE CURB ON THE SOUTH SIDE OF DX2836'MISSION BLVD. DX2836 DX2836 STATION RECOVERY (1958) DX2836 DX2836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ) DX2836'STATION NOT RECOVERED. IT IS BELIEVED TO HAVE BEEN DESTROYED DX2836'BY CONSTRUCTION. DX2836 DX2836 STATION RECOVERY (1961) DX2836 DX2836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (EBB) DX2836'THE STATION WAS SEARCHED FOR BUT WAS NOT RECOVERED. DX2836 DX2836 STATION RECOVERY (1974) DX2836 DX2836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 DX2836'AT RUBIDOUX. DX2836'AT RUBIDOUX, AT THE CROSSROAD JUNCTION OF MISSION BOULEVARD DX2836'AND WALLACE STREET, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION, DX2836'SET IN THE TOP OF A CONCRETE POST THAT IS 12 INCHES SQUARE DX2836'AT THE TOP AND 4 INCHES BENEATH THE SAND SURFACE THAT SERVES DX2836'AS THE WEST SIDEWALK FOR WALLACE STREET, 95.0 FEET NORTH OF DX2836'THE CENTER OF FORT FREMONT ALLEY, 76.5 FEET SOUTH OF THE CENTER DX2836'OF THE TWO EASTBOUND LANES OF MISSION BOULEVARD, 30.5 FEET DX2836'SOUTH-SOUTHEAST OF POWERLINE POLE NUMBER 6733, 22.7 FEET WEST DX2836'OF THE CENTER OF WALLACE STREET, 3.0 FEET EAST OF THE EAST BASE DX2836'OF A SHINGLE SIDED BUILDING AND 102.5 FEET SOUTH OF BENCH DX2836'MARK L 1144 1961 AND 28.7 FEET NORTH-NORTHEAST OF REFERENCE DX2836'MARK 2. DX2836 DX2836 STATION RECOVERY (1976) DX2836 DX2836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN) DX2836'THE STATION MARK, DESCRIBED AS NOT BEING RECOVERED IN 1958 AND DX2836'1961, WAS RECOVERED IN GOOD CONDITION THIS YEAR. REFERENCE MARK 2 DX2836'WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW DESCRIPTION DX2836'FOLLOWS-- DX2836' DX2836'THE STATION IS LOCATED IN RUBIDOUX, AN UN-INCORPORATED SUBURB, DX2836'1-1/2 MILES WEST OF RIVERSIDE, IN THE SOUTHWEST CORNER OF THE DX2836'INTERSECTION OF MISSION BOULEVARD AND WALLACE STREET AND BURIED 4 DX2836'INCHES BENEATH THE SURFACE OF A SAND SIDEWALK ALONG THE WEST DX2836'SIDE OF THE STREET. DX2836' DX2836'THE STATION IS MARKED BY A C AND GS TRIANGULATION DISK, STAMPED DX2836'FREMONT 1939, SET IN THE TOP OF A CONCRETE POST WHICH IS 12 INCHES DX2836'SQUARE AT THE TOP. IT IS 102.5 FEET SOUTH OF THE CENTER OF DX2836'MISSION BOULEVARD, 31.0 FEET SOUTH OF POWERLINE POLE NUMBER 6733 DX2836'AND THE NORTHEAST CORNER OF BUSINESS BUILDING 5400 MISSION DX2836'BOULEVARD, 31.0 FEET NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF DX2836'THE BUILDING, 22.2 FEET WEST OF THE CENTER OF WALLACE STREET AND DX2836'3.0 FEET EAST OF THE EAST BASE OF THE BUILDING. DX2836' DX2836'REFERENCE MARK 2 IS A C AND GS REFERENCE MARK DISK, STAMPED DX2836'FREMONT NO 2 1939, SET IN THE TOP OF A CONCRETE POST WHICH IS DX2836'12 INCHES SQUARE AT THE TOP AND 6 INCHES BELOW THE SURFACE OF DX2836'THE SAND SIDEWALK. IT IS 131 FEET SOUTH OF THE CENTER OF THE DX2836'BOULEVARD, 24.3 FEET WEST OF THE CENTER OF THE STREET, 2.5 FEET DX2836'NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING AND 1.3 FEET DX2836'EAST OF THE EAST BASE OF THE BUILDING. DX2836' DX2836'REFERENCE MARK 3, A NGS REFERENCE MARK DISK STAMPED FREMONT 1939 DX2836'NO. 3 1976, IS CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTH DX2836'END OF THE CONCRETE CURB RETURN IN THE SOUTHWEST CORNER OF THE DX2836'MISSION BOULEVARD-WALLACE STREET INTERSECTION. IT IS 65.5 FEET DX2836'SOUTH OF THE CENTER OF THE BOULEVARD, 21.5 FEET WEST OF THE DX2836'CENTER OF THE STREET, 8.5 FEET NORTHEAST OF POWERLINE POLE NUMBER DX2836'6733 AND 7.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF DX2836'BUILDING NUMBER 5400 MISSION BOULEVARD. DX2836' DX2836'REFERENCE MARK 4, A NGS REFERENCE MARK DISK STAMPED FREMONT 1939 DX2836'NO. 4 1976, IS CEMENTED IN A DRILL HOLE IN THE WEST SIDE OF THE TOP DX2836'OF A 2-1/2 FEET IN DIAMETER CONCRETE LIGHT STANDARD BASE THAT DX2836'PROJECTS 2 FEET ABOVE THE GROUND SURFACE. IT IS AT THE WEST EDGE DX2836'OF A GASOLENE STATION PROPERTY, 118 FEET SOUTH OF THE CENTER OF DX2836'THE BOULEVARD AND 25.5 FEET EAST OF THE STREET. DX2836' DX2836'REFERENCE MARK 5, A NGS REFERENCE MARK DISK STAMPED FREMONT 1939 DX2836'NO. 5 1976, IS CEMENTED IN A DRILL HOLE IN THE TOP OF THE CURB DX2836'RETURN IN THE NORTHEAST CORNER OF THE T-INTERSECTION OF MISSION DX2836'BOULEVARD AND DALY AVENUE. IT IS 0.25 MILE EAST OF THE STATION, DX2836'37.0 FEET NORTH OF THE CENTER OF THE TWO WESTBOUND LANES OF THE DX2836'BOULEVARD, 21.0 FEET EAST OF THE CENTER OF THE AVENUE, 8.5 FEET DX2836'SOUTHWEST OF A FIRE HYDRANT AND 6.0 FEET NORTH OF THE NORTHWEST DX2836'CORNER OF A METAL GRATING COVERING A VERTICAL STORM DRAIN DX2836'PIPE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DX2837 *********************************************************************** DX2837 DESIGNATION - FREMONT RM 2 DX2837 PID - DX2837 DX2837 STATE/COUNTY- CA/RIVERSIDE DX2837 USGS QUAD - RIVERSIDE WEST (1980) DX2837 DX2837 *CURRENT SURVEY CONTROL DX2837 ___________________________________________________________________ DX2837* NAD 83(1986)- 33 59 40. (N) 117 24 07. (W) SCALED DX2837* NAVD 88 - 236.18 (+/-2cm) 774.9 (feet) VERTCON DX2837 ___________________________________________________________________ DX2837 GEOID HEIGHT- -33.05 (meters) GEOID99 DX2837 DX2837 VERT ORDER - THIRD (See Below) DX2837 DX2837.The horizontal coordinates were scaled from a topographic map and have DX2837.an estimated accuracy of +/- 6 seconds. DX2837 DX2837.The NAVD 88 height was computed by applying the VERTCON shift value to DX2837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX2837.The vertical order pertains to the superseded datum. DX2837 DX2837.The geoid height was determined by GEOID99. DX2837 DX2837; North East Units Estimated Accuracy DX2837;SPC CA 6 - 703,300. 1,893,570. MT (+/- 180 meters Scaled) DX2837 DX2837 SUPERSEDED SURVEY CONTROL DX2837 DX2837 NGVD 29 - 235.43 (m) 772.4 (f) RESET 3 DX2837 DX2837.Superseded values are not recommended for survey control. DX2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX2837.See file dsdata.txt to determine how the superseded data were derived. DX2837 DX2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT628616(NAD 83) DX2837_MARKER: DR = REFERENCE MARK DISK DX2837_SETTING: 30 = SIDEWALK DX2837_STAMPING: FREMONT NO 2 1939 DX2837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DX2837 DX2837 HISTORY - Date Condition Report By DX2837 HISTORY - 1939 MONUMENTED CGS DX2837 HISTORY - 1974 GOOD NGS DX2837 DX2837 STATION DESCRIPTION DX2837 DX2837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 DX2837'AT RUBIDOUX. DX2837'AT RUBIDOUX, IN THE SOUTHWEST QUADRANT OF THE CROSSROAD DX2837'INTERSECTION OF MISSION BOULEVARD AND WALLACE STREET, SET IN DX2837'THE TOP OF A CONCRETE POST THAT IS 12 INCHES SQUARE AT THE TOP DX2837'AND 4 INCHES BENEATH THE SURFACE OF A SAND STRIP THAT SERVES DX2837'AS THE WEST SIDEWALK FOR WALLACE STREET, 131.2 FEET SOUTH OF DX2837'BENCH MARK L 1144 1961, 105.0 FEET SOUTH OF THE CENTER OF THE DX2837'TWO EASTBOUND LANES OF MISSION BOULEVARD, 66.5 FEET NORTH OF DX2837'THE CENTER OF FORT FREMONT ALLEY, 28.7 FEET SOUTH-SOUTHWEST DX2837'OF TRIANGULATION STATION FREMONT 1939, 24.0 FEET WEST OF THE DX2837'CENTER OF THE STREET, 2.5 FEET NORTHEAST OF THE SOUTHEAST CORNER DX2837'OF A BUILDING AND 1.3 FEET EAST OF THE EAST BASE OF THE DX2837'BUILDING. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DX3684 *********************************************************************** DX3684 DESIGNATION - G 516 RESET DX3684 PID - DX3684 DX3684 STATE/COUNTY- CA/RIVERSIDE DX3684 USGS QUAD - MECCA (1972) DX3684 DX3684 *CURRENT SURVEY CONTROL DX3684 ___________________________________________________________________ DX3684* NAD 83(1986)- 33 34 10. (N) 116 04 42. (W) SCALED DX3684* NAVD 88 - -56.946 (meters) -186.83 (feet) ADJUSTED DX3684 ___________________________________________________________________ DX3684 GEOID HEIGHT- -33.44 (meters) GEOID99 DX3684 DYNAMIC HT - -56.883 (meters) -186.62 (feet) COMP DX3684 MODELED GRAV- 979,539.1 (mgal) NAVD 88 DX3684 DX3684 VERT ORDER - FIRST CLASS II DX3684 DX3684.The horizontal coordinates were scaled from a topographic map and have DX3684.an estimated accuracy of +/- 6 seconds. DX3684 DX3684.The orthometric height was determined by differential leveling DX3684.and adjusted by the National Geodetic Survey in June 1991. DX3684 DX3684.The geoid height was determined by GEOID99. DX3684 DX3684.The dynamic height is computed by dividing the NAVD 88 DX3684.geopotential number by the normal gravity value computed on the DX3684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DX3684.degrees latitude (g = 980.6199 gals.). DX3684 DX3684.The modeled gravity was interpolated from observed gravity values. DX3684 DX3684; North East Units Estimated Accuracy DX3684;SPC CA 6 - 655,590. 2,015,940. MT (+/- 180 meters Scaled) DX3684 DX3684 SUPERSEDED SURVEY CONTROL DX3684 DX3684 NGVD 29 - -56.78 (m) -186.3 (f) RESET 3 DX3684 DX3684.Superseded values are not recommended for survey control. DX3684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX3684.See file dsdata.txt to determine how the superseded data were derived. DX3684 DX3684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT855147(NAD 83) DX3684_MARKER: DB = BENCH MARK DISK DX3684_SETTING: 32 = BRIDGE CURB DX3684_STAMPING: G 516 RESET 1982 DX3684_MARK LOGO: CADT DX3684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DX3684+STABILITY: SURFACE MOTION DX3684 DX3684 HISTORY - Date Condition Report By DX3684 HISTORY - 1982 MONUMENTED CADT DX3684 HISTORY - 1988 GOOD NGS DX3684 DX3684 STATION DESCRIPTION DX3684 DX3684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 DX3684'IN MECCA. DX3684'IN MECCA, AT THE JUNCTION OF STATE HIGHWAYS 111 AND 195, IN THE DX3684'SOUTHWEST END OF A CURB OF A BRIDGE FOR HIGHWAY 111, 7.0 M (23.0 FT) DX3684'SOUTHWEST OF THE HIGHWAY CENTERLINE, 0.42 M (1.4 FT) NORTHWEST OF THE DX3684'SOUTHWEST END OF THE CURB. DX3684'THE MARK IS 0.3 M ABOVE THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DX5659 *********************************************************************** DX5659 DESIGNATION - HEMET AZ MK 3 DX5659 PID - DX5659 DX5659 STATE/COUNTY- CA/RIVERSIDE DX5659 USGS QUAD - SAN JACINTO (1979) DX5659 DX5659 *CURRENT SURVEY CONTROL DX5659 ___________________________________________________________________ DX5659* NAD 83(1986)- 33 45 28. (N) 116 56 29. (W) SCALED DX5659* NAVD 88 - 489.42 (+/-2cm) 1605.7 (feet) VERTCON DX5659 ___________________________________________________________________ DX5659 GEOID HEIGHT- -32.23 (meters) GEOID99 DX5659 DX5659 VERT ORDER - THIRD (See Below) DX5659 DX5659.The horizontal coordinates were scaled from a topographic map and have DX5659.an estimated accuracy of +/- 6 seconds. DX5659 DX5659.The NAVD 88 height was computed by applying the VERTCON shift value to DX5659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX5659.The vertical order pertains to the superseded datum. DX5659 DX5659.The geoid height was determined by GEOID99. DX5659 DX5659; North East Units Estimated Accuracy DX5659;SPC CA 6 - 676,670. 1,935,950. MT (+/- 180 meters Scaled) DX5659 DX5659 SUPERSEDED SURVEY CONTROL DX5659 DX5659 NGVD 29 - 488.66 (m) 1603.2 (f) RESET 3 DX5659 DX5659.Superseded values are not recommended for survey control. DX5659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX5659.See file dsdata.txt to determine how the superseded data were derived. DX5659 DX5659_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT054353(NAD 83) DX5659_MARKER: DZ = AZIMUTH MARK DISK DX5659_SETTING: 31 = CURB DX5659_STAMPING: HEMET 1931 MWD OF SC AZI MK NO 3 1973 DX5659_MARK LOGO: NGS DX5659_MAGNETIC: N = NO MAGNETIC MATERIAL DX5659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DX5659 DX5659 HISTORY - Date Condition Report By DX5659 HISTORY - 1973 MONUMENTED RBNF DX5659 HISTORY - 19790209 GOOD NGS DX5659 DX5659 STATION DESCRIPTION DX5659 DX5659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 DX5659'0.75 MILE (1.21 KM) NORTH ALONG SAN JACINTO AVENUE (STATE HIGHWAY 79) DX5659'FROM JUNCTION WITH FLORIDA AVENUE (STATE HIGHWAY 74) IN HEMET, IN DX5659'NORTHWEST ANGLE OF THE JUNCTION OF FLORIDA AVENUE AND MENLO AVENUE, DX5659'AT THE SOUTHEAST CORNER OF CEMETERY, 49.5 FEET (15.1 M) WEST OF DX5659'CENTER OF SAN JACINTO AVENUE, 25 FEET (7.6 M) NORTH OF MENLO AVENUE, DX5659'2.7 FEET (0.8 M) SOUTH OF BRICK FENCE AROUND CEMETERY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DX5584 *********************************************************************** DX5584 DESIGNATION - L 1144 RESET DX5584 PID - DX5584 DX5584 STATE/COUNTY- CA/RIVERSIDE DX5584 USGS QUAD - RIVERSIDE WEST (1980) DX5584 DX5584 *CURRENT SURVEY CONTROL DX5584 ___________________________________________________________________ DX5584* NAD 83(1986)- 33 59 40. (N) 117 24 07. (W) SCALED DX5584* NAVD 88 - 236.50 (+/-2cm) 775.9 (feet) VERTCON DX5584 ___________________________________________________________________ DX5584 GEOID HEIGHT- -33.05 (meters) GEOID99 DX5584 DX5584 VERT ORDER - THIRD (See Below) DX5584 DX5584.The horizontal coordinates were scaled from a topographic map and have DX5584.an estimated accuracy of +/- 6 seconds. DX5584 DX5584.The NAVD 88 height was computed by applying the VERTCON shift value to DX5584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX5584.The vertical order pertains to the superseded datum. DX5584 DX5584.The geoid height was determined by GEOID99. DX5584 DX5584; North East Units Estimated Accuracy DX5584;SPC CA 6 - 703,300. 1,893,570. MT (+/- 180 meters Scaled) DX5584 DX5584 SUPERSEDED SURVEY CONTROL DX5584 DX5584 NGVD 29 - 235.75 (m) 773.5 (f) RESET 3 DX5584 DX5584.Superseded values are not recommended for survey control. DX5584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX5584.See file dsdata.txt to determine how the superseded data were derived. DX5584 DX5584_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT628616(NAD 83) DX5584_MARKER: DV = VERTICAL CONTROL DISK DX5584_SETTING: 35 = STORM DRAIN DX5584_STAMPING: L 1144 RESET 1977 DX5584_MARK LOGO: NGS DX5584_MAGNETIC: N = NO MAGNETIC MATERIAL DX5584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DX5584+STABILITY: SURFACE MOTION DX5584 DX5584 HISTORY - Date Condition Report By DX5584 HISTORY - 1977 MONUMENTED RBNF DX5584 DX5584 STATION DESCRIPTION DX5584 DX5584'DESCRIBED BY RESEARCHED BUT NOT FOUND 1977 DX5584'IN RUBIDOUX, IN THE NORTHEAST QUADRANT OF MISSION BOULEVARD AND DX5584'WALLACE STREET, 57 FEET (17.4 M) NORTH OF THE CENTERLINE OF THE WEST DX5584'BOUND LANES OF MISSION BOULEVARD, 21.7 FEET (6.6 M) EAST OF THE DX5584'CENTERLINE OF WALLACE STREET, 10.5 FEET (3.2 M) NORTH OF A METAL DX5584'STREET LIGHT AND TRAFFIC SIGNAL POLE, 4.0 FEET (1.2 M) EAST OF THE DX5584'EAST EDGE OF CURB OF EAST CURB AND STREET, 1.7 FEET (0.5 M) SOUTHEAST DX5584'OF THE CENTER OF A STEEL MAN HOLE COVER IN THE TOP OF A STORM DRAIN, DX5584'CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST CORNER OF A DX5584'LARGE STORM DRAIN. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DX5656 *********************************************************************** DX5656 DESIGNATION - L 517 RESET DX5656 PID - DX5656 DX5656 STATE/COUNTY- CA/RIVERSIDE DX5656 USGS QUAD - LA QUINTA (1980) DX5656 DX5656 *CURRENT SURVEY CONTROL DX5656 ___________________________________________________________________ DX5656* NAD 83(1986)- 33 43 13. (N) 116 21 18. (W) SCALED DX5656* NAVD 88 - 59.20 (+/-2cm) 194.2 (feet) VERTCON DX5656 ___________________________________________________________________ DX5656 GEOID HEIGHT- -32.64 (meters) GEOID99 DX5656 DX5656 VERT ORDER - THIRD (See Below) DX5656 DX5656.The horizontal coordinates were scaled from a topographic map and have DX5656.an estimated accuracy of +/- 6 seconds. DX5656 DX5656.The NAVD 88 height was computed by applying the VERTCON shift value to DX5656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX5656.The vertical order pertains to the superseded datum. DX5656 DX5656.The geoid height was determined by GEOID99. DX5656 DX5656; North East Units Estimated Accuracy DX5656;SPC CA 6 - 672,310. 1,990,270. MT (+/- 180 meters Scaled) DX5656 DX5656 SUPERSEDED SURVEY CONTROL DX5656 DX5656 NGVD 29 - 58.51 (m) 192.0 (f) RESET 3 DX5656 DX5656.Superseded values are not recommended for survey control. DX5656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX5656.See file dsdata.txt to determine how the superseded data were derived. DX5656 DX5656_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT597313(NAD 83) DX5656_MARKER: DB = BENCH MARK DISK DX5656_SETTING: 35 = LIGHT BASE DX5656_STAMPING: L 517 RESET 1967 DX5656_MARK LOGO: CGS DX5656_MAGNETIC: N = NO MAGNETIC MATERIAL DX5656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DX5656+STABILITY: SURFACE MOTION DX5656 DX5656 HISTORY - Date Condition Report By DX5656 HISTORY - 1967 MONUMENTED CADT DX5656 HISTORY - 19990330 MARK NOT FOUND NGS DX5656 DX5656 STATION DESCRIPTION DX5656 DX5656'DESCRIBED BY CALTRANS 1967 DX5656'1.4 MILES (2.3 KM) EAST ALONG STATE HIGHWAY 111 FROM THE POST OFFICE DX5656'IN PALM DESERT, SET IN THE CONCRETE BASE OF A LIGHT STANDARD ON THE DX5656'SOUTHEAST CORNER OF THE HIGHWAY AND COOK STREET, 43.5 FEET (13.3 M) DX5656'SOUTH OF STATION 1145+92.5 R OF THE HIGHWAY. DX5656 DX5656 STATION RECOVERY (1999) DX5656 DX5656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS) DX5656'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DW0855 *********************************************************************** DW0855 DESIGNATION - M 751 RESET 1963 DW0855 PID - DW0855 DW0855 STATE/COUNTY- CA/RIVERSIDE DW0855 USGS QUAD - DESERT CENTER (1986) DW0855 DW0855 *CURRENT SURVEY CONTROL DW0855 ___________________________________________________________________ DW0855* NAD 83(1986)- 33 42 49. (N) 115 23 58. (W) SCALED DW0855* NAVD 88 - 274.18 (+/-2cm) 899.5 (feet) VERTCON DW0855 ___________________________________________________________________ DW0855 GEOID HEIGHT- -32.67 (meters) GEOID99 DW0855 DW0855 VERT ORDER - THIRD (See Below) DW0855 DW0855.The horizontal coordinates were scaled from a topographic map and have DW0855.an estimated accuracy of +/- 6 seconds. DW0855 DW0855.The NAVD 88 height was computed by applying the VERTCON shift value to DW0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DW0855.The vertical order pertains to the superseded datum. DW0855 DW0855.The geoid height was determined by GEOID99. DW0855 DW0855; North East Units Estimated Accuracy DW0855;SPC CA 6 - 671,880. 2,078,840. MT (+/- 180 meters Scaled) DW0855 DW0855 SUPERSEDED SURVEY CONTROL DW0855 DW0855 NGVD 29 - 273.48 (m) 897.2 (f) RESET 3 DW0855 DW0855.Superseded values are not recommended for survey control. DW0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DW0855.See file dsdata.txt to determine how the superseded data were derived. DW0855 DW0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPT483315(NAD 83) DW0855_MARKER: DB = BENCH MARK DISK DW0855_SETTING: 30 = WALK DW0855_STAMPING: RESET 1963 DW0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DW0855 DW0855 HISTORY - Date Condition Report By DW0855 HISTORY - 1963 MONUMENTED CGS DW0855 DW0855 STATION DESCRIPTION DW0855 DW0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 DW0855'AT DESERT CENTER. DW0855'SET U.S.C. AND GS BRASS DISC IN NORTHEAST CORNER OF CONCRETE DW0855'WALK AT NORTHEAST CORNER OF TEXACO STATION BUILDING ON THE DW0855'NORTHEAST CORNER OF THE INTERSECTION OF RICE ROAD AND HIGHWAY DW0855'60 AT DESERT CENTER. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DX5658 *********************************************************************** DX5658 DESIGNATION - N 572 RESET DX5658 PID - DX5658 DX5658 STATE/COUNTY- CA/RIVERSIDE DX5658 USGS QUAD - MECCA (1972) DX5658 DX5658 *CURRENT SURVEY CONTROL DX5658 ___________________________________________________________________ DX5658* NAD 83(1986)- 33 32 24. (N) 116 06 46. (W) SCALED DX5658* NAVD 88 - -58.64 (+/-2cm) -192.4 (feet) VERTCON DX5658 ___________________________________________________________________ DX5658 GEOID HEIGHT- -33.38 (meters) GEOID99 DX5658 DX5658 VERT ORDER - THIRD (See Below) DX5658 DX5658.The horizontal coordinates were scaled from a topographic map and have DX5658.an estimated accuracy of +/- 6 seconds. DX5658 DX5658.The NAVD 88 height was computed by applying the VERTCON shift value to DX5658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX5658.The vertical order pertains to the superseded datum. DX5658 DX5658.The geoid height was determined by GEOID99. DX5658 DX5658; North East Units Estimated Accuracy DX5658;SPC CA 6 - 652,320. 2,012,750. MT (+/- 180 meters Scaled) DX5658 DX5658 SUPERSEDED SURVEY CONTROL DX5658 DX5658 NGVD 29 - -59.31 (m) -194.6 (f) RESET 3 DX5658 DX5658.Superseded values are not recommended for survey control. DX5658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX5658.See file dsdata.txt to determine how the superseded data were derived. DX5658 DX5658_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT823115(NAD 83) DX5658_MARKER: DV = VERTICAL CONTROL DISK DX5658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DX5658_STAMPING: N 572 RESET 1981 DX5658_MARK LOGO: NGS DX5658_MAGNETIC: N = NO MAGNETIC MATERIAL DX5658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DX5658+STABILITY: SURFACE MOTION DX5658 DX5658 HISTORY - Date Condition Report By DX5658 HISTORY - 1981 MONUMENTED USDOT DX5658 DX5658 STATION DESCRIPTION DX5658 DX5658'DESCRIBED BY US DEPARTMENT OF TRANSPORTATION 1981 DX5658'4.0 MILES (6.4 KM) SOUTHWEST ALONG STATE HIGHWAY 195 FROM THE DX5658'SOUTHERN PACIFIC COMPANY RAILROAD STATION AT MECCA, AT THE T DX5658'INTERSECTION OF AVENUE 70, 4.0 FEET (1.2 M) SOUTH OF FENCE CORNER, DX5658'AND 12 FEET (3.7 M) SOUTH OF NEW 24-INCH METAL CULVERT PIPE THAT DX5658'CROSSES UNDER AVENUE 70, 42.0 FEET (12.8 M) SOUTH OF THE CENTERLINE DX5658'OF AVENUE 70, AND 33.5 FEET (10.2 M) WEST OF THE CENTERLINE OF DX5658'HIGHWAY 195. ABOUT 1.2 FEET (0.4 M) LOWER THAN HIGHWAY 195, AND 0.5 DX5658'FEET (15.2 CM) ABOVE GROUND, SET IN 8 INCH BY 8 INCH CONCRETE DX5658'MONUMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DX5657 *********************************************************************** DX5657 DESIGNATION - N 753 RESET DX5657 PID - DX5657 DX5657 STATE/COUNTY- CA/RIVERSIDE DX5657 USGS QUAD - PALM SPRINGS (1996) DX5657 DX5657 *CURRENT SURVEY CONTROL DX5657 ___________________________________________________________________ DX5657* NAD 83(1986)- 33 49 25. (N) 116 30 35. (W) SCALED DX5657* NAVD 88 - 127.22 (+/-2cm) 417.4 (feet) VERTCON DX5657 ___________________________________________________________________ DX5657 GEOID HEIGHT- -32.28 (meters) GEOID99 DX5657 DX5657 VERT ORDER - THIRD (See Below) DX5657 DX5657.This mark is at Palm Springs Regional Airport (PSP) DX5657 DX5657.The horizontal coordinates were scaled from a topographic map and have DX5657.an estimated accuracy of +/- 6 seconds. DX5657 DX5657.The NAVD 88 height was computed by applying the VERTCON shift value to DX5657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DX5657.The vertical order pertains to the superseded datum. DX5657 DX5657.The geoid height was determined by GEOID99. DX5657 DX5657; North East Units Estimated Accuracy DX5657;SPC CA 6 - 683,790. 1,975,960. MT (+/- 180 meters Scaled) DX5657 DX5657 SUPERSEDED SURVEY CONTROL DX5657 DX5657 NGVD 29 - 126.50 (m) 415.0 (f) RESET 3 DX5657 DX5657.Superseded values are not recommended for survey control. DX5657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX5657.See file dsdata.txt to determine how the superseded data were derived. DX5657 DX5657_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT453427(NAD 83) DX5657_MARKER: DB = BENCH MARK DISK DX5657_SETTING: 31 = CURB DX5657_STAMPING: N 753 1945 RESET 1966 DX5657_MARK LOGO: CGS DX5657_MAGNETIC: N = NO MAGNETIC MATERIAL DX5657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DX5657 DX5657 HISTORY - Date Condition Report By DX5657 HISTORY - 1966 MONUMENTED LOCENG DX5657 DX5657 STATION DESCRIPTION DX5657 DX5657'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966 DX5657'AT PALM SPRINGS MUNICIPAL AIRPORT PARKING LOT IN LINE WITH THE DX5657'EXTENSION TO THE EAST OF THE CENTERLINE OF TAHQUITZ-MCCALLUM WAY IN DX5657'THE WEST CORNER OF TRIANGLE 47, 32 FEET (9.8 M) EAST OF CENTERLINE DX5657'INTERSECTION AND QUARTER CORNER COMMON TO SECTION 13 T.4S R.4E AND DX5657'SECTION 18 T.4S R.5E, SET IN CONCRETE BACK OF CURB AND ON SIDEWALK DX5657'GRADE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH4830 *********************************************************************** AH4830 DESIGNATION - R 517 RESET AH4830 PID - AH4830 AH4830 STATE/COUNTY- CA/RIVERSIDE AH4830 USGS QUAD - INDIO (1972) AH4830 AH4830 *CURRENT SURVEY CONTROL AH4830 ___________________________________________________________________ AH4830* NAD 83(1986)- 33 43 35. (N) 116 09 50. (W) SCALED AH4830* NAVD 88 - 12.35 (+/-2cm) 40.5 (feet) VERTCON AH4830 ___________________________________________________________________ AH4830 GEOID HEIGHT- -32.97 (meters) GEOID99 AH4830 AH4830 VERT ORDER - THIRD (See Below) AH4830 AH4830.The horizontal coordinates were scaled from a topographic map and have AH4830.an estimated accuracy of +/- 6 seconds. AH4830 AH4830.The NAVD 88 height was computed by applying the VERTCON shift value to AH4830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4830.The vertical order pertains to the superseded datum. AH4830 AH4830.The geoid height was determined by GEOID99. AH4830 AH4830; North East Units Estimated Accuracy AH4830;SPC CA 6 - 672,980. 2,007,980. MT (+/- 180 meters Scaled) AH4830 AH4830 SUPERSEDED SURVEY CONTROL AH4830 AH4830 NGVD 29 - 11.68 (m) 38.3 (f) RESET 3 AH4830 AH4830.Superseded values are not recommended for survey control. AH4830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4830.See file dsdata.txt to determine how the superseded data were derived. AH4830 AH4830_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT774321(NAD 83) AH4830_MARKER: DV = VERTICAL CONTROL DISK AH4830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4830_STAMPING: R 517 RESET 1973 AH4830_MARK LOGO: NGS AH4830_PROJECTION: FLUSH AH4830_MAGNETIC: N = NO MAGNETIC MATERIAL AH4830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4830+STABILITY: SURFACE MOTION AH4830 AH4830 HISTORY - Date Condition Report By AH4830 HISTORY - 1973 MONUMENTED NGS AH4830 AH4830 STATION DESCRIPTION AH4830 AH4830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 AH4830'4.5 MILES (7.2 KM) NORTHEAST OF INDIO, 1.1 MILES (1.8 KM) NORTHEAST AH4830'AND NORTH ALONG DILLON ROAD FROM ITS INTERCHANGE JUNCTION WITH AH4830'INTERSTATE HIGHWAY 10 AND INTERSTATE HIGHWAY 10 BUSINESS LOOP AH4830'NORTHEAST OF INDIO, IN THE NORTHWEST CORNER OF THE T-ROAD JUNCTION OF AH4830'DILLON ROAD AND AVENUE 44, BETWEEN AVENUE 44 AND THE COACHELLA VALLEY AH4830'COUNTY WATER DISTRICT CANAL, 64.0 FEET (19.5 M) WEST OF CENTERLINE OF AH4830'DILLON AVENUE, 64.0 FEET (19.5 M) NORTH OF CENTERLINE OF AVENUE 44, AH4830'42.0 FEET (12.8 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CANAL AH4830'BRIDGE, 38.0 FEET (11.6 M) SOUTH OF THE SOUTH CONCRETE BANK OF THE AH4830'CANAL, 1.1 FEET (0.3 M) WEST OF A STOP SIGN, 0.8 FEET (24.4 CM) EAST AH4830'OF A METAL WITNESS POST WITH SIGN, 96.5 FEET (29.4 M) NORTHWEST OF AH4830'CENTERLINE OF DILLON ROAD AT ITS MARKED INTERSECTION WITH AVENUE 44 AH4830'(WHITE PAINTED CROSS) , SET IN THE TOP OF A 12 INCH CONCRETE POST THAT AH4830'PROJECTS 3 INCHES ABVOVE THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DX5582 *********************************************************************** DX5582 DESIGNATION - X 1311 RESET DX5582 PID - DX5582 DX5582 STATE/COUNTY- CA/RIVERSIDE DX5582 USGS QUAD - INDIO (1972) DX5582 DX5582 *CURRENT SURVEY CONTROL DX5582 ___________________________________________________________________ DX5582* NAD 83(1986)- 33 42 00. (N) 116 11 29. (W) SCALED DX5582* NAVD 88 - -11.926 (meters) -39.13 (feet) ADJUSTED DX5582 ___________________________________________________________________ DX5582 GEOID HEIGHT- -33.12 (meters) GEOID99 DX5582 DYNAMIC HT - -11.913 (meters) -39.08 (feet) COMP DX5582 MODELED GRAV- 979,526.0 (mgal) NAVD 88 DX5582 DX5582 VERT ORDER - FIRST CLASS II DX5582 DX5582.The horizontal coordinates were scaled from a topographic map and have DX5582.an estimated accuracy of +/- 6 seconds. DX5582 DX5582.The orthometric height was determined by differential leveling DX5582.and adjusted by the National Geodetic Survey in July 2002. DX5582 DX5582.The geoid height was determined by GEOID99. DX5582 DX5582.The dynamic height is computed by dividing the NAVD 88 DX5582.geopotential number by the normal gravity value computed on the DX5582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DX5582.degrees latitude (g = 980.6199 gals.). DX5582 DX5582.The modeled gravity was interpolated from observed gravity values. DX5582 DX5582; North East Units Estimated Accuracy DX5582;SPC CA 6 - 670,060. 2,005,430. MT (+/- 180 meters Scaled) DX5582 DX5582 SUPERSEDED SURVEY CONTROL DX5582 DX5582 NGVD 29 - -12.58 (m) -41.3 (f) RESET 3 DX5582 DX5582.Superseded values are not recommended for survey control. DX5582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DX5582.See file dsdata.txt to determine how the superseded data were derived. DX5582 DX5582_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT749291(NAD 83) DX5582_MARKER: DD = SURVEY DISK DX5582_SETTING: 34 = FOOTING DX5582_STAMPING: X 1311 RESET 1982 DX5582_MARK LOGO: CADT DX5582_MAGNETIC: N = NO MAGNETIC MATERIAL DX5582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DX5582+STABILITY: SURFACE MOTION DX5582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DX5582+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2001 DX5582 DX5582 HISTORY - Date Condition Report By DX5582 HISTORY - 1982 MONUMENTED LOCENG DX5582 HISTORY - 19990319 GOOD NGS DX5582 HISTORY - 20010313 GOOD INDIV DX5582 DX5582 STATION DESCRIPTION DX5582 DX5582'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 DX5582'IN THE CITY OF COACHELLA AT THE NORTH CORNER OF STATE ROUTE 86 DX5582'(GRAPEFRUIT AVENUE) AND DILLON ROAD (AVENUE 48), SET IN THE CONCRETE DX5582'SIGNAL BRIDGE FOOTING. DX5582 DX5582 STATION RECOVERY (1999) DX5582 DX5582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS) DX5582'1.6 KM (1.00 MI) NORTHWESTERLY ALONG STATE HIGHWAY 111 FROM THE DX5582'JUNCTION OF STATE HIGHWAY 86 IN COACHELLA, IN A CONCRETE FOOTING FOR DX5582'AN OVERHEAD HIGHWAY TRAFFIC SIGNAL, 17.9 M (58.7 FT) SOUTHWEST OF THE DX5582'NEAR RAIL OF THE UNION PACIFIC RAILROAD, 10.1 M (33.1 FT) NORTHEAST OF DX5582'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 7.5 M (24.6 FT) DX5582'NORTHWEST OF THE CENTERLINE OF DILLON ROAD, AND LEVEL WITH THE DX5582'HIGHWAY. NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY. DX5582 DX5582 STATION RECOVERY (2001) DX5582 DX5582'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RCF) DX5582'RECOVERED IN GOOD CONDITION.