1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1356 *********************************************************************** EV1356 DESIGNATION - 30TH LEROY EV1356 PID - EV1356 EV1356 STATE/COUNTY- CA/SAN BERNARDINO EV1356 USGS QUAD - SAN BERNARDINO NORTH (1996) EV1356 EV1356 *CURRENT SURVEY CONTROL EV1356 ___________________________________________________________________ EV1356* NAD 83(1986)- 34 08 45. (N) 117 16 50. (W) SCALED EV1356* NAVD 88 - 375.52 (meters) 1232.0 (feet) RESET EV1356 ___________________________________________________________________ EV1356 GEOID HEIGHT- -32.51 (meters) GEOID99 EV1356 EV1356 VERT ORDER - THIRD EV1356 EV1356.The horizontal coordinates were scaled from a topographic map and have EV1356.an estimated accuracy of +/- 6 seconds. EV1356 EV1356.The orthometric height was computed from unverified reset data. EV1356 EV1356.The geoid height was determined by GEOID99. EV1356 EV1356; North East Units Estimated Accuracy EV1356;SPC CA 5 - 571,880. 2,066,350. MT (+/- 180 meters Scaled) EV1356 EV1356 SUPERSEDED SURVEY CONTROL EV1356 EV1356.No superseded survey control is available for this station. EV1356 EV1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT741783(NAD 83) EV1356_MARKER: N = NAIL EV1356_SETTING: 30 = CURB EV1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV1356 EV1356 HISTORY - Date Condition Report By EV1356 HISTORY - 1968 MONUMENTED CADH EV1356 HISTORY - 1968 GOOD NGS EV1356 EV1356 STATION DESCRIPTION EV1356 EV1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 EV1356'AT SAN BERNARDINO. EV1356'SET IN THE NORTHWEST CURB OR LEROY STREET, 62 FEET NORTH OF EV1356'CENTERLINE OF 30TH STREET, 20.5 FEET WEST OF CENTERLINE OF EV1356'LEROY STREET, 17.7 FEET NORTH-NORTH-EAST OF A FIRE HYDRANT, EV1356'12.5 FEET SOUTH OF CENTER OF WALK FOR RESIDENCE 3008 LEROY EV1356'STREET AND ABOUT 6 INCHES ABOVE THE SURFACE OF THE STREET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV0364 *********************************************************************** EV0364 DESIGNATION - 705 17 EV0364 PID - EV0364 EV0364 STATE/COUNTY- CA/SAN BERNARDINO EV0364 USGS QUAD - YUCCA VALLEY SOUTH (1994) EV0364 EV0364 *CURRENT SURVEY CONTROL EV0364 ___________________________________________________________________ EV0364* NAD 83(1986)- 34 07 06. (N) 116 26 53. (W) SCALED EV0364* NAVD 88 - 1014.212 (meters) 3327.46 (feet) READJUSTED EV0364 ___________________________________________________________________ EV0364 GEOID HEIGHT- -31.13 (meters) GEOID99 EV0364 DYNAMIC HT - 1012.930 (meters) 3323.25 (feet) COMP EV0364 MODELED GRAV- 979,336.8 (mgal) NAVD 88 EV0364 EV0364 VERT ORDER - * READJUSTED, Code B , SEE BELOW EV0364 EV0364.The horizontal coordinates were scaled from a topographic map and have EV0364.an estimated accuracy of +/- 6 seconds. EV0364 EV0364.The orthometric height was determined by differential leveling EV0364.and adjusted by the National Geodetic Survey in February 1993. EV0364.* This is a READJUSTED BENCH MARK height. Code B indicates a EV0364.distribution rate of 1.1 thru 2.0 mm/km. EV0364.The height was derived from older observations constrained to new EV0364.heights in a crustal motion area. The height is approximate in EV0364.relation to other heights in its vicinity. EV0364 EV0364.The geoid height was determined by GEOID99. EV0364 EV0364.The dynamic height is computed by dividing the NAVD 88 EV0364.geopotential number by the normal gravity value computed on the EV0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EV0364.degrees latitude (g = 980.6199 gals.). EV0364 EV0364.The modeled gravity was interpolated from observed gravity values. EV0364 EV0364; North East Units Estimated Accuracy EV0364;SPC CA 5 - 569,690. 2,143,170. MT (+/- 180 meters Scaled) EV0364 EV0364 SUPERSEDED SURVEY CONTROL EV0364 EV0364 NGVD 29 - 1013.372 (m) 3324.70 (f) ADJ UNCH 1 1 EV0364 EV0364.Superseded values are not recommended for survey control. EV0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV0364.See file dsdata.txt to determine how the superseded data were derived. EV0364 EV0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT509754(NAD 83) EV0364_MARKER: DD = SURVEY DISK EV0364_SETTING: 30 = CURB EV0364_STAMPING: 705-17 1968 EV0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EV0364+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2002 EV0364 EV0364 HISTORY - Date Condition Report By EV0364 HISTORY - 1969 MONUMENTED CA-071 EV0364 HISTORY - 1976 GOOD NGS EV0364 HISTORY - 1978 GOOD NGS EV0364 HISTORY - 1983 GOOD USGS EV0364 HISTORY - 20021115 GOOD INDIV EV0364 EV0364 STATION DESCRIPTION EV0364 EV0364'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1969 EV0364'AT YUCCA VALLEY. EV0364'AT YUCCA VALLEY, SET BRASS DISK IN TOP OF THE CONCRETE BASE EV0364'FOR THE FLAG POLE IN THE NORTHEAST PORTION OF THE POST OFFICE EV0364'PARKING LOT, 151 FEET EAST OF CENTER LINE OF FOX TRAIL, 13.5 EV0364'FEET SOUTH OF CURB, 58 FEET SOUTH OF CENTER LINE OF STATE EV0364'HIGHWAY 62 (29 PALMS RD.) AND LEVEL WITH TOP OF CURB AND 0.6 EV0364'FOOT BELOW HWY. 62. EV0364 EV0364 STATION RECOVERY (1976) EV0364 EV0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EV0364'AT YUCCA VALLEY POST OFFICE, IN TOP OF THE CONCRETE FLAG POLE BASE EV0364'AT THE NORTH CORNER OF THE POST OFFICE, 151 FT. NORTHEAST OF THE EV0364'CENTER LINE OF FOX TRAIL, 58 FT. SOUTHEAST OF THE CENTER LINE OF EV0364'HIGHWAY, 13.5 FT. SOUTHEAST OF THE SOUTHEAST CURB OF HIGHWAY. EV0364'THE MARK IS 1 FT ABOVE HIGHWAY. EV0364 EV0364 STATION RECOVERY (1978) EV0364 EV0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 EV0364'RECOVERED IN GOOD CONDITION. EV0364 EV0364 STATION RECOVERY (1983) EV0364 EV0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 EV0364'RECOVERED IN GOOD CONDITION. EV0364 EV0364 STATION RECOVERY (2002) EV0364 EV0364'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RCF) EV0364'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH5762 *********************************************************************** AH5762 DESIGNATION - A 1150 RESET AH5762 PID - AH5762 AH5762 STATE/COUNTY- CA/SAN BERNARDINO AH5762 USGS QUAD - FOREST FALLS (1996) AH5762 AH5762 *CURRENT SURVEY CONTROL AH5762 ___________________________________________________________________ AH5762* NAD 83(1986)- 34 06 04. (N) 116 59 26. (W) SCALED AH5762* NAVD 88 - 1178.69 (+/-2cm) 3867.1 (feet) VERTCON AH5762 ___________________________________________________________________ AH5762 GEOID HEIGHT- -30.91 (meters) GEOID99 AH5762 AH5762 VERT ORDER - THIRD (See Below) AH5762 AH5762.The horizontal coordinates were scaled from a topographic map and have AH5762.an estimated accuracy of +/- 6 seconds. AH5762 AH5762.The NAVD 88 height was computed by applying the VERTCON shift value to AH5762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH5762.The vertical order pertains to the superseded datum. AH5762 AH5762.The geoid height was determined by GEOID99. AH5762 AH5762; North East Units Estimated Accuracy AH5762;SPC CA 5 - 567,150. 2,093,140. MT (+/- 180 meters Scaled) AH5762 AH5762 SUPERSEDED SURVEY CONTROL AH5762 AH5762 NGVD 29 - 1177.74 (m) 3864.0 (f) RESET 3 AH5762 AH5762.Superseded values are not recommended for survey control. AH5762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH5762.See file dsdata.txt to determine how the superseded data were derived. AH5762 AH5762_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT008733(NAD 83) AH5762_MARKER: DV = VERTICAL CONTROL DISK AH5762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH5762_STAMPING: A 1150 RESET 1977 AH5762_MARK LOGO: NGS AH5762_PROJECTION: FLUSH AH5762_MAGNETIC: N = NO MAGNETIC MATERIAL AH5762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH5762+STABILITY: SURFACE MOTION AH5762 AH5762 HISTORY - Date Condition Report By AH5762 HISTORY - 1977 MONUMENTED CADT AH5762 AH5762 STATION DESCRIPTION AH5762 AH5762'DESCRIBED BY CALTRANS 1977 (LEA) AH5762'7.5 MILES (12.1 KM) SOUTH ALONG STATE HIGHWAY 38 FROM JUNCTION OF AH5762'MILLS CREEK ROAD AT CAMP ANGELES, 79 FEET (24.1 M) NORTH OF CENTERLINE AH5762'OF HIGHWAY, ENGINEERING STATION 508+90. A CONCRETE MONUMENT 6X6 AH5762'INCHES WITH DISK IN TOP, PROJECTING ABOVE GROUND SURFACE APPROXIMATELY AH5762'2 INCHES. 12 FEET (3.7 M) ABOVE SURFACE OF HIGHWAY AND APPROXIMATELY AH5762'57 FEET (17.4 M) FROM THE PAVED SHOULDER OF HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV0894 *********************************************************************** EV0894 DESIGNATION - A 523 RESET EV0894 PID - EV0894 EV0894 STATE/COUNTY- CA/SAN BERNARDINO EV0894 USGS QUAD - REDLANDS (1996) EV0894 EV0894 *CURRENT SURVEY CONTROL EV0894 ___________________________________________________________________ EV0894* NAD 83(1986)- 34 06 23. (N) 117 14 38. (W) SCALED EV0894* NAVD 88 - 336.29 (+/-2cm) 1103.3 (feet) VERTCON EV0894 ___________________________________________________________________ EV0894 GEOID HEIGHT- -32.62 (meters) GEOID99 EV0894 EV0894 VERT ORDER - THIRD (See Below) EV0894 EV0894.The horizontal coordinates were scaled from a topographic map and have EV0894.an estimated accuracy of +/- 6 seconds. EV0894 EV0894.The NAVD 88 height was computed by applying the VERTCON shift value to EV0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV0894.The vertical order pertains to the superseded datum. EV0894 EV0894.The geoid height was determined by GEOID99. EV0894 EV0894; North East Units Estimated Accuracy EV0894;SPC CA 5 - 567,530. 2,069,760. MT (+/- 180 meters Scaled) EV0894 EV0894 SUPERSEDED SURVEY CONTROL EV0894 EV0894 NGVD 29 - 335.56 (m) 1100.9 (f) RESET 3 EV0894 EV0894.Superseded values are not recommended for survey control. EV0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV0894.See file dsdata.txt to determine how the superseded data were derived. EV0894 EV0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT775739(NAD 83) EV0894_MARKER: DB = BENCH MARK DISK EV0894_SETTING: 0 = UNSPECIFIED SETTING EV0894_STAMPING: A 523 RESET 1964 EV0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV0894 EV0894 HISTORY - Date Condition Report By EV0894 HISTORY - 1964 MONUMENTED CA-071 EV0894 EV0894 STATION DESCRIPTION EV0894 EV0894'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1964 EV0894'AT SAN BERNARDINO. EV0894'AT SAN BERNARDINO, ALONG 3RD STREET, 140 FEET WEST OF PROLONGATION EV0894'OF THE CENTERLINE OF STERLING AVENUE, AND 1.5 FEET NORTH OF EV0894'NORTON AIR FORCE BASE CHAIN LINK FENCE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1262 *********************************************************************** EV1262 DESIGNATION - A 722 RESET EV1262 PID - EV1262 EV1262 STATE/COUNTY- CA/SAN BERNARDINO EV1262 USGS QUAD - SAN BERNARDINO NORTH (1996) EV1262 EV1262 *CURRENT SURVEY CONTROL EV1262 ___________________________________________________________________ EV1262* NAD 83(1986)- 34 12 58. (N) 117 17 07. (W) SCALED EV1262* NAVD 88 - 988.58 (+/-2cm) 3243.4 (feet) VERTCON EV1262 ___________________________________________________________________ EV1262 GEOID HEIGHT- -31.90 (meters) GEOID99 EV1262 EV1262 VERT ORDER - THIRD (See Below) EV1262 EV1262.The horizontal coordinates were scaled from a topographic map and have EV1262.an estimated accuracy of +/- 6 seconds. EV1262 EV1262.The NAVD 88 height was computed by applying the VERTCON shift value to EV1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1262.The vertical order pertains to the superseded datum. EV1262 EV1262.The geoid height was determined by GEOID99. EV1262 EV1262; North East Units Estimated Accuracy EV1262;SPC CA 5 - 579,670. 2,065,860. MT (+/- 180 meters Scaled) EV1262 EV1262 SUPERSEDED SURVEY CONTROL EV1262 EV1262 NGVD 29 - 987.74 (m) 3240.6 (f) RESET 3 EV1262 EV1262.Superseded values are not recommended for survey control. EV1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1262.See file dsdata.txt to determine how the superseded data were derived. EV1262 EV1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT737861(NAD 83) EV1262_MARKER: DB = BENCH MARK DISK EV1262_SETTING: 80 = SET IN A BOULDER EV1262_STAMPING: A 722 RESET 1968 EV1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV1262+STABILITY: SURFACE MOTION EV1262 EV1262 HISTORY - Date Condition Report By EV1262 HISTORY - 1968 MONUMENTED CGS EV1262 EV1262 STATION DESCRIPTION EV1262 EV1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 EV1262'8.2 MI N FROM SAN BERNARDINO. EV1262'LOCATED NORTH ALONG WATERMAN AVENUE FROM THE JUNCTION OF HIGHLAND EV1262'AVENUE AND ST. BERNARDINE HOSPITAL, IN THE NORTHEAST SIDE OF EV1262'SAN BERNARDINO GO NORTH ON WATERMAN AVENUE FOR 2.9 MILES TO THE EV1262'OFF RAMP OF SIERRA WAY ON THE LEFT, CONTINUE NORTH ON STATE EV1262'HIGHWAY 18 FOR 5.3 MILES TO THE MARK ON THE RIGHT. ABOUT 150 EV1262'FEET SOUTH OF CENTERLINE OF THE HIGHWAY, 130 FEET SOUTH OF THE EV1262'EAST END OF A TURN OUT, 20 FEET EAST OF THE EAST BANK OF A WASH, EV1262'1 FOOT NORTH OF A WITNESS POST AND SIGN, SET IN A 2 X 2 FOOT EV1262'BOULDER THAT PROJECTS 18 INCHES ABOVE THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1343 *********************************************************************** EV1343 DESIGNATION - BLUE RM 3 EV1343 PID - EV1343 EV1343 STATE/COUNTY- CA/SAN BERNARDINO EV1343 USGS QUAD - SAN BERNARDINO NORTH (1996) EV1343 EV1343 *CURRENT SURVEY CONTROL EV1343 ___________________________________________________________________ EV1343* NAD 83(1986)- 34 08 58. (N) 117 15 10. (W) SCALED EV1343* NAVD 88 - 381.79 (+/-2cm) 1252.6 (feet) VERTCON EV1343 ___________________________________________________________________ EV1343 GEOID HEIGHT- -32.39 (meters) GEOID99 EV1343 EV1343 VERT ORDER - THIRD (See Below) EV1343 EV1343.The horizontal coordinates were scaled from a topographic map and have EV1343.an estimated accuracy of +/- 6 seconds. EV1343 EV1343.The NAVD 88 height was computed by applying the VERTCON shift value to EV1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1343.The vertical order pertains to the superseded datum. EV1343 EV1343.The geoid height was determined by GEOID99. EV1343 EV1343; North East Units Estimated Accuracy EV1343;SPC CA 5 - 572,300. 2,068,910. MT (+/- 180 meters Scaled) EV1343 EV1343 SUPERSEDED SURVEY CONTROL EV1343 EV1343 NGVD 29 - 381.00 (m) 1250.0 (f) RESET 3 EV1343 EV1343.Superseded values are not recommended for survey control. EV1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1343.See file dsdata.txt to determine how the superseded data were derived. EV1343 EV1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT766787(NAD 83) EV1343_MARKER: DR = REFERENCE MARK DISK EV1343_SETTING: 30 = CURB EV1343_STAMPING: BLUE NO 3 1929 1970 EV1343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV1343 EV1343 HISTORY - Date Condition Report By EV1343 HISTORY - 1970 MONUMENTED NGS EV1343 HISTORY - 1971 GOOD NGS EV1343 EV1343 STATION DESCRIPTION EV1343 EV1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 EV1343'AT DEL ROSA. EV1343'IN THE NORTHEAST PART OF SAN BERNARDINO, IN THE SUB-DIVISION EV1343'COMMUNITY OF DEL ROSA, 0.45 MILE NORTH ALONG DEL ROSA AVENUE FROM EV1343'ITS INTERCHANGE WITH THE SAN BERNARDINO CROSS-TOWN FREEWAY, EV1343'CEMENTED IN A DRILL HOLE IN THE NORTH CONCRETE CURB IN THE EV1343'NORTHWEST QUADRANT OF THE JUNCTION OF DEL ROSA AVENUE AND MARSHALL EV1343'BOULEVARD, 86.0 FEET WEST OF THE CENTER OF THE AVENUE, 82.12 FEET EV1343'OR 25.031 METERS NORTH OF TRIANGULATION STATION BLUE 1929, 30.0 EV1343'FEET NORTH OF THE CENTER OF THE BOULEVARD, AND 18.3 FEET WEST EV1343'OF THE CENTER OF A BUSINESS PROPERTY CURB DRIVE ENTRY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1344 *********************************************************************** EV1344 DESIGNATION - BLUE RM 4 EV1344 PID - EV1344 EV1344 STATE/COUNTY- CA/SAN BERNARDINO EV1344 USGS QUAD - SAN BERNARDINO NORTH (1996) EV1344 EV1344 *CURRENT SURVEY CONTROL EV1344 ___________________________________________________________________ EV1344* NAD 83(1986)- 34 08 58. (N) 117 15 09. (W) SCALED EV1344* NAVD 88 - 381.42 (+/-2cm) 1251.4 (feet) VERTCON EV1344 ___________________________________________________________________ EV1344 GEOID HEIGHT- -32.39 (meters) GEOID99 EV1344 EV1344 VERT ORDER - THIRD (See Below) EV1344 EV1344.The horizontal coordinates were scaled from a topographic map and have EV1344.an estimated accuracy of +/- 6 seconds. EV1344 EV1344.The NAVD 88 height was computed by applying the VERTCON shift value to EV1344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1344.The vertical order pertains to the superseded datum. EV1344 EV1344.The geoid height was determined by GEOID99. EV1344 EV1344; North East Units Estimated Accuracy EV1344;SPC CA 5 - 572,300. 2,068,930. MT (+/- 180 meters Scaled) EV1344 EV1344 SUPERSEDED SURVEY CONTROL EV1344 EV1344 NGVD 29 - 380.64 (m) 1248.8 (f) RESET 3 EV1344 EV1344.Superseded values are not recommended for survey control. EV1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1344.See file dsdata.txt to determine how the superseded data were derived. EV1344 EV1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT767787(NAD 83) EV1344_MARKER: DR = REFERENCE MARK DISK EV1344_SETTING: 30 = CURB EV1344_STAMPING: BLUE NO 4 1929 1970 EV1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV1344 EV1344 HISTORY - Date Condition Report By EV1344 HISTORY - 1970 MONUMENTED NGS EV1344 HISTORY - 1971 GOOD NGS EV1344 EV1344 STATION DESCRIPTION EV1344 EV1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 EV1344'AT DEL ROSA. EV1344'IN THE NORTHEAST PART OF SAN BERNARDINO, IN THE SUB-DIVISION EV1344'COMMUNITY OF DEL ROSA, 0.45 MILE NORTH ALONG DEL ROSA AVENUE EV1344'FROM ITS INTERCHANGE WITH THE SAN BERNARDINO CROSS-TOWN FREEWAY, EV1344'IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF DEL ROSA AVENUE EV1344'AND MARSHALL BOULEVARD, CEMENTED IN A DRILL HOLE IN THE TOP OF THE EV1344'NORTH CURB OF THE BOULEVARD, 54.275 FEET OR 16.545 METERS EV1344'NORTH-NORTHWEST OF TRIANGULATION STATION BLUE 1929, 30.0 FEET EV1344'NORTH OF THE CENTER OF THE BOULEVARD, 25.0 FEET WEST OF THE CENTER EV1344'OF A BUSINESS PROPERTY CURB DRIVE ENTRY, 3.0 FEET SOUTHEAST OF EV1344'POWERLINE POLE 1932575E, AND 3.0 FEET EAST OF THE EAST PROPERTY EV1344'BOUNDARY FENCE OF RESIDENCE 1580 MARSHALL BOULEVARD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV9296 *********************************************************************** EV9296 DESIGNATION - BRYN RESET EV9296 PID - EV9296 EV9296 STATE/COUNTY- CA/SAN BERNARDINO EV9296 USGS QUAD - SAN BERNARDINO SOUTH (1980) EV9296 EV9296 *CURRENT SURVEY CONTROL EV9296 ___________________________________________________________________ EV9296* NAD 83(1992)- 34 03 47.47489(N) 117 15 55.96563(W) ADJUSTED EV9296* NAVD 88 - 321.6 (meters) 1055. (feet) GPS OBS EV9296 ___________________________________________________________________ EV9296 EPOCH DATE - 1992.88 EV9296 X - -2,423,234.281 (meters) COMP EV9296 Y - -4,701,865.574 (meters) COMP EV9296 Z - 3,552,416.852 (meters) COMP EV9296 LAPLACE CORR- 3.42 (seconds) DEFLEC99 EV9296 ELLIP HEIGHT- 288.83 (meters) GPS OBS EV9296 GEOID HEIGHT- -32.79 (meters) GEOID99 EV9296 EV9296 HORZ ORDER - B EV9296 VERT ORDER - THIRD (See Below) EV9296 ELLP ORDER - THIRD CLASS II EV9296 EV9296.The horizontal coordinates were established by GPS observations EV9296.and adjusted by the National Geodetic Survey in August 1998. EV9296.The horizontal coordinates are valid at the epoch date displayed above. EV9296.The epoch date for horizontal control is a decimal equivalence EV9296.of Year/Month/Day. EV9296 EV9296.The orthometric height was determined by GPS observations and a EV9296.high-resolution geoid model. EV9296.The vertical order pertains to the superseded datum. EV9296 EV9296.The X, Y, and Z were computed from the position and the ellipsoidal ht. EV9296 EV9296.The Laplace correction was computed from DEFLEC99 derived deflections. EV9296 EV9296.The ellipsoidal height was determined by GPS observations EV9296.and is referenced to NAD 83. EV9296 EV9296.The geoid height was determined by GEOID99. EV9296 EV9296; North East Units Scale Converg. EV9296;SPC CA 5 - 562,719.836 2,067,801.060 MT 0.99999366 +0 25 07.1 EV9296;SPC CA 5 - 1,846,190.00 6,784,110.64 sFT 0.99999366 +0 25 07.1 EV9296;UTM 11 - 3,769,193.921 475,495.541 MT 0.99960740 -0 08 55.4 EV9296 EV9296: Primary Azimuth Mark Grid Az EV9296:SPC CA 5 - BRYN AZ MK 269 36 32.8 EV9296:UTM 11 - BRYN AZ MK 270 10 35.3 EV9296 EV9296|---------------------------------------------------------------------| EV9296| PID Reference Object Distance Geod. Az | EV9296| dddmmss.s | EV9296| EV3643 LOMA LINDA PROD GRAIN ELEV APPROX. 2.5 KM 2633010.9 | EV9296| CC3375 BRYN AZ MK 2700139.9 | EV9296| EV1219 BRYN RM 1 16.170 METERS 27204 | EV9296| EV3636 SAN BERNARDINO KFXM C MAST APPROX. 3.2 KM 2880907.2 | EV9296| EV3648 COLTON MUNICIPAL TANK APPROX. 7.5 KM 2933834.7 | EV9296| EV1220 BRYN RM 2 15.704 METERS 35909 | EV9296|---------------------------------------------------------------------| EV9296 EV9296 SUPERSEDED SURVEY CONTROL EV9296 EV9296 NAD 83(1992)- 34 03 47.46992(N) 117 15 55.96430(W) AD(1991.35) 2 EV9296 NAD 83(1986)- 34 03 47.46793(N) 117 15 55.96614(W) AD(1984.00) 2 EV9296 NGVD 29 - 321.02 (m) 1053.2 (f) RESET 3 EV9296 EV9296.Superseded values are not recommended for survey control. EV9296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV9296.See file dsdata.txt to determine how the superseded data were derived. EV9296 EV9296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT7549669194(NAD 83) EV9296_MARKER: DH = HORIZONTAL CONTROL DISK EV9296_SETTING: 31 = SIDEWALK EV9296_STAMPING: BRYN 1928 1983 EV9296_MARK LOGO: NGS EV9296_PROJECTION: FLUSH EV9296_MAGNETIC: N = NO MAGNETIC MATERIAL EV9296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV9296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EV9296+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1992 EV9296 EV9296 HISTORY - Date Condition Report By EV9296 HISTORY - 1983 MONUMENTED NGS EV9296 HISTORY - 19830217 GOOD NGS EV9296 HISTORY - 19921120 GOOD SCEC EV9296 EV9296 STATION DESCRIPTION EV9296 EV9296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 EV9296'ALONG THE NORTH SIDE OF REDLANDS BOULEVARD, 0.85 MILE (1.37 KM) WEST EV9296'OF WATERMAN ROAD, 0.3 MILE (0.5 KM) EAST OF ANDERSON STREET, 121 FEET EV9296'(36.9 M) SOUTH OF INTERSTATE HIGHWAY 10 RIGHT OF WAY FENCE, 47.5 FEET EV9296'(14.5 M) EAST OF THE CENTER OF A PARKING LOT ENTRANCE, 17.5 FEET (5.3 EV9296'M) WEST OF THE CENTER OF THE ENTRANCE TO LOT NUMBER 24716, 16 FEET EV9296'(4.9 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE PARKING LOT EV9296'CURB, 6 FEET (1.8 M) NORTH OF THE NORTH CURB FACING OF REDLANDS EV9296'BOULEVARD AND 4.2 FEET (1.3 M) NORTH-NORTHEAST OF GT POLE NUMBER EV9296'92414, FLUSH WITH THE SIDEWALK. EV9296 EV9296 STATION RECOVERY (1983) EV9296 EV9296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN) EV9296'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION. EV9296'REFERENCE MARKS 1 AND 2 WERE NOT FOUND AND ARE PRESUMED DESTROYED. THE EV9296'STATION MARK WAS LOWERED IN PLACE AND REFERENCE MARKS 3 AND 4 WERE EV9296'SET. THE STATION IS LOCATED ALONG THE NORTH SIDE OF REDLANDS EV9296'BOULEVARD IN LOMA LINDA, ABOUT 1.3 KM (0.80 MI) EAST OF WATERMAN EV9296'AVENUE, 0.5 KM (0.30 MI) WEST OF ANDERSON STREET, 36.6 METERS (120.1 EV9296'FT) SOUTH OF THE RIGHT OF WAY FENCE OF INTERSTATE HIGHWAY 10, IN THE EV9296'SOUTHWEST CORNER OF LOT NUMBER. TO REACH THE STATION FROM THE EV9296'INTERSECTION OF WATERMAN AVENUE AND REDLANDS BOULEVARD IN THE EV9296'NORTHWEST PART OF LOMA LINDA GO EAST ON REDLANDS BOULEVARD FOR 0.6 KM. EV9296'(0.35 MI) TO THE AZIMUTH MARK ON THE LEFT, NORTH. CONTINUE WEST ON EV9296'REDLANDS BOULEVARD FOR 0.6 KM (0.35 MI) TO THE STATION ON THE LEFT. EV9296'THE STATION MARK IS A STANDARD NGS DISK STAMPED--BRYN 1928 1982--, SET EV9296'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM IN DIAMETER, FLUSH EV9296'WITH THE GROUND. LOCATED 14.5 METERS (47.6 FT) EAST FROM THE CENTER OF EV9296'A PARKING LOT ENTRANCE, 5.3 METERS (17.4 FT) WEST FROM THE CENTER OF EV9296'THE ENTRANCE DRIVE OF REDLANDS BLVD, 4.9 METERS (16.1 FT) EV9296'EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE PARKING LOT, 1.8 METER EV9296'(5.9 FT) NORTH CURB FACING OF REDLANDS BOULEVARD AND 1.3 METER (4.3 EV9296'FT) NORTH-NORTHEAST FROM POLE NUMBER 92414. REFERENCE MARK 3 IS A EV9296'STANDARD NGS DISK STAMPED--BRYN 1928 NO 3 1983-, SET INTO THE TOP OF A EV9296'ROUND CONCRETE MONUMENT, 30 CM IN DIAMETER, FLUSH WITH THE GROUND. EV9296'LOCATED 6.1 METERS (20.0 FT) FROM THE CENTER OF A PARKING LOT EV9296'ENTRANCE, 1.5 METER (4.9 FT) NORTH FROM THE NORTH CURB FACING OF EV9296'REDLANDS BOULEVARD, 1.1 METER (3.6 FT) NORTH-NORTHEAST FROM A CONCRETE EV9296'LIGHT POLE AND IN THE SOUTHEAST CORNER OF AN L FORMED BY THE PARKING EV9296'LOT ENTRANCE AND A SIDEWALK. REFERENCE MARK 4 IS A STANDARD NGS DISK EV9296'STAMPED--BRYN 1928 NO 4 1983-, SET INTO THE TOP OF A ROUND CONCRETE EV9296'MONUMENT, 30 CM IN DIAMETER, FLUSH WITH THE GROUND. LOCATED 4 METERS EV9296'(13.1 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE PARKING LOT, 1.1 EV9296'METER (3.6 FT) NORTHWEST FROM THE UTILITY POLE NUMBER 213 AND 0.2 EV9296'METER (0.7 FT) SOUTH FROM THE CHAINLINK RIGHT OF WAY FENCE OF EV9296'INTERSTATE 10. AZIMUTH NO 1 IS A STANDARD CGS DISK STAMPED--BRYN EV9296'1963--, SET INTO A DRILL HOLE IN THE EAST END OF THE NORTH CONCRETE EV9296'BRIDGE RAIL OF THE OF THE REDALNDS BOULEVARD BRIDGE, OVER A CREEK. EV9296 EV9296 STATION RECOVERY (1992) EV9296 EV9296'RECOVERY NOTE BY SOUTHERN CALIFORNIA EARTHQUAKE CENTER 1992 (MWC) EV9296'STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) SOUTHEAST OF THE CITY OF SAN EV9296'BERNARDINO, 14.5 KM (9.0 MI) NORTHEAST OF RIVERSIDE, IN LOMA LINDA, IN EV9296'THE SOUTHWEST CORNER OF THE LOT FOR COMMERCIAL ADDRESS 24716 REDLANDS EV9296'BOULEVARD. OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE EV9296'CLOVERLEAF INTERSECTION OF INTERSTATE HIGHWAYS 10 AND 215 SOUTH OF SAN EV9296'BERNARDINO, GO EAST ON INTERSTATE HIGHWAY 1O FOR ABOUT 3.2 KM (2.0 MI) EV9296'TO ANDERSON STREET. FROM THE CENTER OF THE UNDERPASS OF INTERSTATE EV9296'HIGHWAY 10 AND ANDERSON STREET, GO SOUTH ON ANDERSON STREET FOR 0.2 KM EV9296'(0.1 MI) TO AN INTERSECTION. TURN RIGHT, WEST, ON REDLANDS BOULEVARD EV9296'FOR 0.37 KM (0.23 MI) TO THE STATION ON THE RIGHT. STATION IS A DISK EV9296'SET IN THE SIDEWALK AT THE SOUTHWEST EDGE OF A DRIVEWAY. IT IS 1.29 M EV9296'(4.23 FT) NORTH-NORTHEAST OF TELEPHONE POLE 18270CWT, 1.84 M (6.04 FT) EV9296'NORTH OF THE NORTH CURB OF REDLANDS BOULEVARD, 1.34 M (4.40 FT) SOUTH EV9296'OF THE NORTH EDGE OF THE SIDEWALK, AND AT THE WEST EDGE OF THE PARKING EV9296'LOT ENTRANCE FOR COMMERCIAL ADDRESS 24716 REDLANDS BOULEVARD. EV9296'REFERENCE MARK 2 IS BELIEVED TO BE DESTROYED. A CONCRETE PARKING LOT EV9296'EXTENDS WEST OF THE LINE OF POWER POLES MENTIONED IN THE 1956 EV9296'DESCRIPTION AND WEST OF THE CENTER LINE OF THE DRIVEWAY ENTRANCE, EV9296'COVERING THE AREA WHERE THE MARK SHOULD BE. THE WORDS -VON HELF CONST EV9296'DEC 83- ARE WET-SCRATCHED INTO THE CONCRETE PARKING LOT ABOUT 4.6 M EV9296'(15.1 FT) SOUTH-SOUTHWEST OF THE TAPE-DETERMINED POSITION OF WHERE THE EV9296'REFERENCE MARK SHOULD BE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV9295 *********************************************************************** EV9295 DESIGNATION - BRYN RM 3 EV9295 PID - EV9295 EV9295 STATE/COUNTY- CA/SAN BERNARDINO EV9295 USGS QUAD - SAN BERNARDINO SOUTH (1980) EV9295 EV9295 *CURRENT SURVEY CONTROL EV9295 ___________________________________________________________________ EV9295* NAD 83(1986)- 34 03 48. (N) 117 15 56. (W) SCALED EV9295* NAVD 88 - 321.69 (+/-2cm) 1055.4 (feet) VERTCON EV9295 ___________________________________________________________________ EV9295 GEOID HEIGHT- -32.79 (meters) GEOID99 EV9295 EV9295 VERT ORDER - THIRD (See Below) EV9295 EV9295.The horizontal coordinates were scaled from a topographic map and have EV9295.an estimated accuracy of +/- 6 seconds. EV9295 EV9295.The NAVD 88 height was computed by applying the VERTCON shift value to EV9295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV9295.The vertical order pertains to the superseded datum. EV9295 EV9295.The geoid height was determined by GEOID99. EV9295 EV9295; North East Units Estimated Accuracy EV9295;SPC CA 5 - 562,740. 2,067,800. MT (+/- 180 meters Scaled) EV9295 EV9295 SUPERSEDED SURVEY CONTROL EV9295 EV9295 NGVD 29 - 320.92 (m) 1052.9 (f) RESET 3 EV9295 EV9295.Superseded values are not recommended for survey control. EV9295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV9295.See file dsdata.txt to determine how the superseded data were derived. EV9295 EV9295_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT754692(NAD 83) EV9295_MARKER: DR = REFERENCE MARK DISK EV9295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV9295_STAMPING: BRYN 1928 NO 3 1983 EV9295_MARK LOGO: NGS EV9295_MAGNETIC: N = NO MAGNETIC MATERIAL EV9295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV9295+STABILITY: SURFACE MOTION EV9295 EV9295 HISTORY - Date Condition Report By EV9295 HISTORY - 1983 MONUMENTED NGS EV9295 EV9295 STATION DESCRIPTION EV9295 EV9295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 EV9295'ALONG THE NORTH SIDE OF REDLANDS BOULEVARD, 0.8 MILE (1.3 KM) WEST OF EV9295'WATERMAN ROAD, 0.3 MILE (0.5 KM) EAST OF ANDERSON STREET, 20 FEET EV9295'(6.1 M) EAST OF THE CENTER OF A PARKING LOT ENTRANCE DRIVE, 5 FEET EV9295'(1.5 M) NORTH OF THE NORTH CURB FACING OF REDLANDS BOULEVARD, 3.5 EV9295'FEET (1.1 M) NORTH-NORTHEAST OF A CONCRETE LT POLE, IN THE SOUTHEAST EV9295'CORNER OF A L FORMED BY THE SIDEWALK AND DRIVE, FLUSH WITH THE EV9295'SIDEWALK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV9294 *********************************************************************** EV9294 DESIGNATION - BRYN RM 4 EV9294 PID - EV9294 EV9294 STATE/COUNTY- CA/SAN BERNARDINO EV9294 USGS QUAD - SAN BERNARDINO SOUTH (1980) EV9294 EV9294 *CURRENT SURVEY CONTROL EV9294 ___________________________________________________________________ EV9294* NAD 83(1986)- 34 03 48. (N) 117 15 56. (W) SCALED EV9294* NAVD 88 - 321.56 (+/-2cm) 1055.0 (feet) VERTCON EV9294 ___________________________________________________________________ EV9294 GEOID HEIGHT- -32.79 (meters) GEOID99 EV9294 EV9294 VERT ORDER - THIRD (See Below) EV9294 EV9294.The horizontal coordinates were scaled from a topographic map and have EV9294.an estimated accuracy of +/- 6 seconds. EV9294 EV9294.The NAVD 88 height was computed by applying the VERTCON shift value to EV9294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV9294.The vertical order pertains to the superseded datum. EV9294 EV9294.The geoid height was determined by GEOID99. EV9294 EV9294; North East Units Estimated Accuracy EV9294;SPC CA 5 - 562,740. 2,067,800. MT (+/- 180 meters Scaled) EV9294 EV9294 SUPERSEDED SURVEY CONTROL EV9294 EV9294 NGVD 29 - 320.78 (m) 1052.4 (f) RESET 3 EV9294 EV9294.Superseded values are not recommended for survey control. EV9294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV9294.See file dsdata.txt to determine how the superseded data were derived. EV9294 EV9294_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT754692(NAD 83) EV9294_MARKER: DR = REFERENCE MARK DISK EV9294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV9294_STAMPING: BRYN 1928 NO 4 1983 EV9294_MARK LOGO: NGS EV9294_MAGNETIC: N = NO MAGNETIC MATERIAL EV9294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV9294+STABILITY: SURFACE MOTION EV9294 EV9294 HISTORY - Date Condition Report By EV9294 HISTORY - 1983 MONUMENTED NGS EV9294 EV9294 STATION DESCRIPTION EV9294 EV9294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 EV9294'ALONG THE NORTH SIDE OF REDLANDS BOULEVARD, 0.8 MILE (1.3 KM) WEST OF EV9294'WATERMAN ROAD, 0.3 MILE (0.5 KM) EAST OF ANDERSON STREET, 1 FOOT (0.3 EV9294'M) SOUTH OF INTERSTATE HIGHWAY 10 RIGHT OF WAY FENCE, 13 FEET (4.0 M) EV9294'NORTHEAST OF THE NORTHEAST CORNER OF A PARKING LOT CURB, 3.5 FEET EV9294'(1.1 M) NORTHWEST OF GT POLE NUMBER 213, NEAR THE NORTHWEST CORNER OF EV9294'LOT NUMBER 24716 AND FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV0163 *********************************************************************** EV0163 DESIGNATION - C 708 TBM 1 EV0163 PID - EV0163 EV0163 STATE/COUNTY- CA/SAN BERNARDINO EV0163 USGS QUAD - VICTORVILLE (1993) EV0163 EV0163 *CURRENT SURVEY CONTROL EV0163 ___________________________________________________________________ EV0163* NAD 83(1986)- 34 32 17. (N) 117 15 26. (W) SCALED EV0163* NAVD 88 - 867.93 (+/-2cm) 2847.5 (feet) VERTCON EV0163 ___________________________________________________________________ EV0163 GEOID HEIGHT- -31.61 (meters) GEOID99 EV0163 EV0163 VERT ORDER - THIRD (See Below) EV0163 EV0163.The horizontal coordinates were scaled from a topographic map and have EV0163.an estimated accuracy of +/- 6 seconds. EV0163 EV0163.The NAVD 88 height was computed by applying the VERTCON shift value to EV0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV0163.The vertical order pertains to the superseded datum. EV0163 EV0163.The geoid height was determined by GEOID99. EV0163 EV0163; North East Units Estimated Accuracy EV0163;SPC CA 5 - 615,400. 2,068,180. MT (+/- 180 meters Scaled) EV0163 EV0163 SUPERSEDED SURVEY CONTROL EV0163 EV0163 NGVD 29 - 867.10 (m) 2844.8 (f) RESET 3 EV0163 EV0163.Superseded values are not recommended for survey control. EV0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV0163.See file dsdata.txt to determine how the superseded data were derived. EV0163 EV0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU763218(NAD 83) EV0163_MARKER: P = PIPE CAP EV0163_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND EV0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV0163 EV0163 HISTORY - Date Condition Report By EV0163 HISTORY - 1969 MONUMENTED CGS EV0163 HISTORY - 1969 GOOD NGS EV0163 EV0163 STATION DESCRIPTION EV0163 EV0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 EV0163'2.4 MI E FROM VICTORVILLE. EV0163'2.35 MILES EAST ALONG STATE HIGHWAY 18 FROM THE ATCHISON, EV0163'TOPEKA AND SANTA FE RAILWAY STATION AT VICTORVILLE, 2.6 MILES EV0163'WEST ALONG THE HIGHWAY FROM THE APPLE VALLEY POST OFFICE, 0.1 EV0163'MILE EAST-SOUTHEAST OF THE JUNCTION OF AN ASPHALT ROAD LEADING EV0163'SOUTH, ON THE SOUTH SIDE OF STATE HIGHWAY 18, 34.2 FEET EV0163'SOUTH OF THE CENTER OF THE SOUTH FRONTAGE ROAD OF THE HIGHWAY EV0163'AND 1.8 FEET SOUTH OF A FIRE HYDRANT, PAINTED YELLOW, THAT EV0163'PROJECTS 3.8 FEET. THE TBM IS AN 8 INCHES IN DIAMETER IRON CAP EV0163'SECURED TO THE TOP OF A 6 INCHES IN DIAMETER IRON PIPE THAT EV0163'PROJECTS 1-INCH ABOVE THE GROUND SURFACE. THE IRON PIPE AND EV0163'CAP IS THE PROPERTY OF THE APPLE VALLEY RANCHO WATER COMPANY. EV0163'THE POINT LEVELED TO IS THE RAISED LETTER T IN THE WORD WATER EV0163'IN THE CENTER OF THE CAP. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV0162 *********************************************************************** EV0162 DESIGNATION - C 708 TBM 2 EV0162 PID - EV0162 EV0162 STATE/COUNTY- CA/SAN BERNARDINO EV0162 USGS QUAD - VICTORVILLE (1993) EV0162 EV0162 *CURRENT SURVEY CONTROL EV0162 ___________________________________________________________________ EV0162* NAD 83(1986)- 34 32 17. (N) 117 15 26. (W) SCALED EV0162* NAVD 88 - 868.58 (+/-2cm) 2849.7 (feet) VERTCON EV0162 ___________________________________________________________________ EV0162 GEOID HEIGHT- -31.61 (meters) GEOID99 EV0162 EV0162 VERT ORDER - THIRD (See Below) EV0162 EV0162.The horizontal coordinates were scaled from a topographic map and have EV0162.an estimated accuracy of +/- 6 seconds. EV0162 EV0162.The NAVD 88 height was computed by applying the VERTCON shift value to EV0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV0162.The vertical order pertains to the superseded datum. EV0162 EV0162.The geoid height was determined by GEOID99. EV0162 EV0162; North East Units Estimated Accuracy EV0162;SPC CA 5 - 615,400. 2,068,180. MT (+/- 180 meters Scaled) EV0162 EV0162 SUPERSEDED SURVEY CONTROL EV0162 EV0162 NGVD 29 - 867.74 (m) 2846.9 (f) RESET 3 EV0162 EV0162.Superseded values are not recommended for survey control. EV0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV0162.See file dsdata.txt to determine how the superseded data were derived. EV0162 EV0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU763218(NAD 83) EV0162_MARKER: Z = SEE DESCRIPTION EV0162_SETTING: 0 = UNSPECIFIED SETTING EV0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV0162 EV0162 HISTORY - Date Condition Report By EV0162 HISTORY - 1969 MONUMENTED CGS EV0162 HISTORY - 1969 GOOD NGS EV0162 EV0162 STATION DESCRIPTION EV0162 EV0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 EV0162'2.4 MI E FROM VICTORVILLE. EV0162'2.35 MILES EAST ALONG STATE HIGHWAY 18 FROM THE ATCHISON, TOPEKA EV0162'AND SANTA FE RAILWAY STATION IN VICTORVILLE, 2.6 MILES WEST EV0162'ALONG THE HIGHWAY FROM THE APPLE VALLEY POST OFFICE, 0.1 MILE EV0162'EAST-SOUTHEAST OF AN ASPHALT ROAD LEADING SOUTH FROM THE HIGHWAY, EV0162'ON THE SOUTH SIDE OF THE HIGHWAY, 165.0 FEET EAST OF A YELLOW EV0162'FIRE HYDRANT AND 34.0 FEET SOUTH OF THE CENTER OF THE SOUTH EV0162'FRONTAGE ROAD OF THE HIGHWAY. THE TBM IS A 3/4-INCH IN EV0162'DIAMETER IRON STAR DRILL PIN DRIVEN INTO THE GROUND, ITS TOP EV0162'BEING 3 INCHES BELOW THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FT0695 *********************************************************************** FT0695 DESIGNATION - D 291 RESET FT0695 PID - FT0695 FT0695 STATE/COUNTY- CA/SAN BERNARDINO FT0695 USGS QUAD - LONE BUTTE (1973) FT0695 FT0695 *CURRENT SURVEY CONTROL FT0695 ___________________________________________________________________ FT0695* NAD 83(1986)- 35 38 32. (N) 117 32 39. (W) SCALED FT0695* NAVD 88 - 651.48 (meters) 2137.4 (feet) RESET FT0695 ___________________________________________________________________ FT0695 GEOID HEIGHT- -30.38 (meters) GEOID99 FT0695 FT0695 VERT ORDER - THIRD FT0695 FT0695.The horizontal coordinates were scaled from a topographic map and have FT0695.an estimated accuracy of +/- 6 seconds. FT0695 FT0695.The orthometric height was computed from unverified reset data. FT0695.No vertical observational check was made to the station. FT0695 FT0695.The geoid height was determined by GEOID99. FT0695 FT0695; North East Units Estimated Accuracy FT0695;SPC CA 5 - 737,730. 2,041,290. MT (+/- 180 meters Scaled) FT0695 FT0695 SUPERSEDED SURVEY CONTROL FT0695 FT0695 NGVD 29 - 650.69 (m) 2134.8 (f) RESET 3 FT0695 FT0695.Superseded values are not recommended for survey control. FT0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT0695.See file dsdata.txt to determine how the superseded data were derived. FT0695 FT0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV507444(NAD 83) FT0695_MARKER: DD = SURVEY DISK FT0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FT0695_STAMPING: D 291 RESET 1950 FT0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FT0695+STABILITY: SURFACE MOTION FT0695 FT0695 HISTORY - Date Condition Report By FT0695 HISTORY - 1950 MONUMENTED CADH FT0695 FT0695 STATION DESCRIPTION FT0695 FT0695'DESCRIBED BY CA DIV OF HIGHWAYS 1950 FT0695'16.3 MI SW FROM TRONA. FT0695'16.3 MILES SOUTHWEST ALONG THE INYOKERN ROAD FROM THE FT0695'ADMINISTRATION BUILDING OF THE AMERICAN POTASH AND CHEMICAL FT0695'COMPANY AT TRONA, SAN BERNARDINO COUNTY, 7.4 MILES EAST OF THE FT0695'JUNCTION OF THE CHINA LAKE ROAD AT RIDGECREST, AT THE TOP OF A FT0695'SLIGHT RISE, 130 FEET SOUTH OF SURVEY STATION A 285+26, AND FT0695'2 FEET NORTH OF A WHITE WOODEN WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FS0693 *********************************************************************** FS0693 DESIGNATION - D 311 RESET FS0693 PID - FS0693 FS0693 STATE/COUNTY- CA/SAN BERNARDINO FS0693 USGS QUAD - VALLEY WELLS (1983) FS0693 FS0693 *CURRENT SURVEY CONTROL FS0693 ___________________________________________________________________ FS0693* NAD 83(1986)- 35 26 12. (N) 115 41 36. (W) SCALED FS0693* NAVD 88 - 1124.41 (+/-2cm) 3689.0 (feet) VERTCON FS0693 ___________________________________________________________________ FS0693 GEOID HEIGHT- -29.23 (meters) GEOID99 FS0693 FS0693 VERT ORDER - THIRD (See Below) FS0693 FS0693.The horizontal coordinates were scaled from a topographic map and have FS0693.an estimated accuracy of +/- 6 seconds. FS0693 FS0693.The NAVD 88 height was computed by applying the VERTCON shift value to FS0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FS0693.The vertical order pertains to the superseded datum. FS0693 FS0693.The geoid height was determined by GEOID99. FS0693 FS0693; North East Units Estimated Accuracy FS0693;SPC CA 5 - 717,240. 2,209,430. MT (+/- 180 meters Scaled) FS0693 FS0693 SUPERSEDED SURVEY CONTROL FS0693 FS0693 NGVD 29 - 1123.54 (m) 3686.1 (f) RESET 3 FS0693 FS0693.Superseded values are not recommended for survey control. FS0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FS0693.See file dsdata.txt to determine how the superseded data were derived. FS0693 FS0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV186222(NAD 83) FS0693_MARKER: DB = BENCH MARK DISK FS0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FS0693_STAMPING: D 311 RESET 1958 FS0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FS0693+STABILITY: SURFACE MOTION FS0693 FS0693 HISTORY - Date Condition Report By FS0693 HISTORY - 1958 MONUMENTED CGS FS0693 HISTORY - 1959 GOOD NGS FS0693 HISTORY - 1979 GOOD USGS FS0693 FS0693 STATION DESCRIPTION FS0693 FS0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 FS0693'24.9 MI NE FROM BAKER. FS0693'ABOUT 24.9 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST FS0693'OFFICE, ABOUT 1.0 MILE SOUTHWEST OF THE JUNCTION WITH THE ROAD FS0693'LEADING SOUTH TO CIMA, ABOUT 0.5 MILE SOUTHWEST OF THE WINDMILL FS0693'SERVICE STATION, ABOUT 0.5 MILE NORTHEAST OF THE VALLEY WELLS FS0693'SERVICE STATION, ABOUT 0.1 MILE NORTHEAST OF BRIDGE NO. 54-297, FS0693'OPPOSITE STATION 624+00, AND 61 FT NORTHWEST OF THE CENTERLINE FS0693'OF THE EXISTING HIGHWAY, AND SET IN THE TOP OF A CONCRETE FILLED FS0693'10 IN PCC PIPE PROJECTING ABOUT 6 IN ABOVE THE GROUND SURFACE. FS0693'A 2 IN X 2 IN WHITE POST WAS SET NEARBY. FS0693 FS0693 STATION RECOVERY (1979) FS0693 FS0693'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 FS0693'BAKER, 24.9 MI NE OF THE POST OFFICE AT, ALONG INTERSTATE HIGHWAY 15. FS0693'ABOUT 1.2 MI SW OF THE CIMA RD. OVERPASS. 0.1 MI NE OF MILEAGE MARKER FS0693'161.50. IN THE DIVIDER STRIP. EQUIDISTANT FROM THE RIGHT-OF-WAY FS0693'CENTERLINES OF THE NORTHBOUND AND SOUTHBOUND LANES. 1.5 FT SW OF AN FS0693'ORANGE STEEL SURVEY MARKER. SET IN THE TOP OF A CONCRETE-FILLED 10 FS0693'IN. PVC PIPE PROJECTING ABOUT 6 IN. ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FS0691 *********************************************************************** FS0691 DESIGNATION - E 311 RESET FS0691 PID - FS0691 FS0691 STATE/COUNTY- CA/SAN BERNARDINO FS0691 USGS QUAD - VALLEY WELLS (1983) FS0691 FS0691 *CURRENT SURVEY CONTROL FS0691 ___________________________________________________________________ FS0691* NAD 83(1986)- 35 25 31. (N) 115 43 36. (W) SCALED FS0691* NAVD 88 - 1146.94 (+/-2cm) 3762.9 (feet) VERTCON FS0691 ___________________________________________________________________ FS0691 GEOID HEIGHT- -29.30 (meters) GEOID99 FS0691 FS0691 VERT ORDER - THIRD (See Below) FS0691 FS0691.The horizontal coordinates were scaled from a topographic map and have FS0691.an estimated accuracy of +/- 6 seconds. FS0691 FS0691.The NAVD 88 height was computed by applying the VERTCON shift value to FS0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FS0691.The vertical order pertains to the superseded datum. FS0691 FS0691.The geoid height was determined by GEOID99. FS0691 FS0691; North East Units Estimated Accuracy FS0691;SPC CA 5 - 715,900. 2,206,430. MT (+/- 180 meters Scaled) FS0691 FS0691 SUPERSEDED SURVEY CONTROL FS0691 FS0691 NGVD 29 - 1146.07 (m) 3760.1 (f) RESET 3 FS0691 FS0691.Superseded values are not recommended for survey control. FS0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FS0691.See file dsdata.txt to determine how the superseded data were derived. FS0691 FS0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV155209(NAD 83) FS0691_MARKER: DB = BENCH MARK DISK FS0691_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND FS0691_STAMPING: E 311 RESET 1958 FS0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FS0691 FS0691 HISTORY - Date Condition Report By FS0691 HISTORY - 1958 MONUMENTED CGS FS0691 HISTORY - 1959 GOOD NGS FS0691 HISTORY - 1979 GOOD USGS FS0691 FS0691 STATION DESCRIPTION FS0691 FS0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 FS0691'22.8 MI NE FROM BAKER. FS0691'ABOUT 22.8 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST FS0691'OFFICE, ABOUT 4.0 MILE NORTHEAST OF HALLORAN SUMMIT, ABOUT 1.6 FS0691'MILES SOUTHEAST OF THE VALLEY WELLS SERVICE STATION, OPPOSITE FS0691'STATION 515+00, AND 61 FT NORTHWEST OF THE CENTERLINE OF THE FS0691'EXISTING HIGHWAY, AND SET IN THE TOP OF A CONCRETE FILLED 10 IN FS0691'PCC PIPE PROJECTING ABOUT 6 IN ABOVE THE GROUND SURFACE. FS0691 FS0691 STATION RECOVERY (1979) FS0691 FS0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 FS0691'BAKER, 22.8 MI NE OF THE POST OFFICE AT, ALONG INTERSTATE HIGHWAY 15. FS0691'ABOUT 4.1 MI NE OF HALLORAN SUMMIT OVERPASS. ABOUT 3.3 MI SW OF CIMA FS0691'RD. OVERPASS. ABOUT HALFWAY BETWEEN MILEAGE MARKERS 159.44 AND FS0691'159.65. ABOUT 63 FT SE OF RIGHT-OF-WAY CENTERLINE OF SOUTHBOUND FS0691'LANES. 2 FT SW OF ORANGE STEEL SURVEY MARKER. SET IN THE TOP OF A FS0691'CONCRETE-FILLED 10 IN. PVC PIPE PROJECTING ABOUT 6 IN. ABOVE THE FS0691'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FT0626 *********************************************************************** FT0626 DESIGNATION - F 291 RESET FT0626 PID - FT0626 FT0626 STATE/COUNTY- CA/SAN BERNARDINO FT0626 USGS QUAD - SPANGLER HILLS WEST (1973) FT0626 FT0626 *CURRENT SURVEY CONTROL FT0626 ___________________________________________________________________ FT0626* NAD 83(1986)- 35 37 19. (N) 117 36 04. (W) SCALED FT0626* NAVD 88 - 743.51 (meters) 2439.3 (feet) RESET FT0626 ___________________________________________________________________ FT0626 GEOID HEIGHT- -30.41 (meters) GEOID99 FT0626 FT0626 VERT ORDER - THIRD FT0626 FT0626.The horizontal coordinates were scaled from a topographic map and have FT0626.an estimated accuracy of +/- 6 seconds. FT0626 FT0626.The orthometric height was computed from unverified reset data. FT0626.No vertical observational check was made to the station. FT0626 FT0626.The geoid height was determined by GEOID99. FT0626 FT0626; North East Units Estimated Accuracy FT0626;SPC CA 5 - 735,460. 2,036,140. MT (+/- 180 meters Scaled) FT0626 FT0626 SUPERSEDED SURVEY CONTROL FT0626 FT0626 NGVD 29 - 742.70 (m) 2436.7 (f) RESET 3 FT0626 FT0626.Superseded values are not recommended for survey control. FT0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT0626.See file dsdata.txt to determine how the superseded data were derived. FT0626 FT0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV455421(NAD 83) FT0626_MARKER: DD = SURVEY DISK FT0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FT0626_STAMPING: F 291 RESET 1950 FT0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FT0626+STABILITY: SURFACE MOTION FT0626 FT0626 HISTORY - Date Condition Report By FT0626 HISTORY - 1950 MONUMENTED CADH FT0626 FT0626 STATION DESCRIPTION FT0626 FT0626'DESCRIBED BY CA DIV OF HIGHWAYS 1950 FT0626'14 MI E FROM INYOKERN. FT0626'IN SAN BERNARDINO COUNTY, 14.0 MILES EAST ALONG THE TRONA FT0626'ROAD FROM THE POST OFFICE AT INYOKERN, KERN COUNTY, 3.9 MILES FT0626'EAST OF THE JUNCTION OF THE CHINA LAKE ROAD AT RIDGECREST, 1.9 FT0626'MILES EAST OF THE SAN BERNARDINO-KERN COUNTY LINE, AT THE FT0626'TOP OF A PROMINENT HILL, AND 65 FEET SOUTH OF THE CENTERLINE FT0626'OF THE ROAD AT SURVEY STATION A 97+94. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FS0689 *********************************************************************** FS0689 DESIGNATION - F 311 RESET FS0689 PID - FS0689 FS0689 STATE/COUNTY- CA/SAN BERNARDINO FS0689 USGS QUAD - SOLOMONS KNOB (1983) FS0689 FS0689 *CURRENT SURVEY CONTROL FS0689 ___________________________________________________________________ FS0689* NAD 83(1986)- 35 24 47. (N) 115 45 36. (W) SCALED FS0689* NAVD 88 - 1195.29 (+/-2cm) 3921.5 (feet) VERTCON FS0689 ___________________________________________________________________ FS0689 GEOID HEIGHT- -29.36 (meters) GEOID99 FS0689 FS0689 VERT ORDER - THIRD (See Below) FS0689 FS0689.The horizontal coordinates were scaled from a topographic map and have FS0689.an estimated accuracy of +/- 6 seconds. FS0689 FS0689.The NAVD 88 height was computed by applying the VERTCON shift value to FS0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FS0689.The vertical order pertains to the superseded datum. FS0689 FS0689.The geoid height was determined by GEOID99. FS0689 FS0689; North East Units Estimated Accuracy FS0689;SPC CA 5 - 714,480. 2,203,430. MT (+/- 180 meters Scaled) FS0689 FS0689 SUPERSEDED SURVEY CONTROL FS0689 FS0689 NGVD 29 - 1194.41 (m) 3918.7 (f) RESET 3 FS0689 FS0689.Superseded values are not recommended for survey control. FS0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FS0689.See file dsdata.txt to determine how the superseded data were derived. FS0689 FS0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV125195(NAD 83) FS0689_MARKER: DB = BENCH MARK DISK FS0689_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND FS0689_STAMPING: F 311 RESET 1958 FS0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FS0689 FS0689 HISTORY - Date Condition Report By FS0689 HISTORY - 1958 MONUMENTED CGS FS0689 HISTORY - 1959 GOOD NGS FS0689 HISTORY - 1979 GOOD USGS FS0689 FS0689 STATION DESCRIPTION FS0689 FS0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 FS0689'20.7 MI NE FROM BAKER. FS0689'ABOUT 20.7 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST FS0689'OFFICE, ABOUT 1.9 MILES NORTHEAST OF HALLORAN SUMMIT, OPPOSITE FS0689'STATION 404+08.5, AND 60.5 FT NORTHWEST OF THE CENTERLINE FS0689'EXISTING HIGHWAY, AND SET IN THE TOP OF A CONCRETE FILLED 10 IN FS0689'PCC PIPE PROJECTING ABOUT 6 IN ABOVE THE GROUND SURFACE. A 2 FS0689'IN X 2 IN WHITE POST WAS SET NEARBY. FS0689 FS0689 STATION RECOVERY (1979) FS0689 FS0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 FS0689'ABOUT 19.3 MILES NORTHEAST ALONG I-15 FROM THE POST OFFICE AT BAKER, FS0689'ABOUT 1.9 MILES NORTHEAST OF HALLORAN SUMMIT, 0.10 MILES SOUTHEAST OF FS0689'STATION 157+52, AND 60 FT. NORTHWEST OF THE CENTERLINE OF THE FS0689'NORTHBOUND LANE AND 56 FT. SOUTHEAST OF THE SOUTHBOUND LANE, AND SET FS0689'IN THE TOP OF A CONCRETE FILLED 10 IN. PCC PIPE PROJECTION ABOUT 6 FS0689'IN. ABOVE THE GROUND SURFACE, AND 1.5 FT. SOUTHWEST OF A STEEL SURVEY FS0689'MARKER SIGN. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1768 *********************************************************************** EV1768 DESIGNATION - F 471 RESET EV1768 PID - EV1768 EV1768 STATE/COUNTY- CA/SAN BERNARDINO EV1768 USGS QUAD - CAJON (1996) EV1768 EV1768 *CURRENT SURVEY CONTROL EV1768 ___________________________________________________________________ EV1768* NAD 83(1986)- 34 15 51. (N) 117 28 07. (W) SCALED EV1768* NAVD 88 - 823.31 (+/-2cm) 2701.1 (feet) VERTCON EV1768 ___________________________________________________________________ EV1768 GEOID HEIGHT- -31.82 (meters) GEOID99 EV1768 EV1768 VERT ORDER - THIRD (See Below) EV1768 EV1768.The horizontal coordinates were scaled from a topographic map and have EV1768.an estimated accuracy of +/- 6 seconds. EV1768 EV1768.The NAVD 88 height was computed by applying the VERTCON shift value to EV1768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1768.The vertical order pertains to the superseded datum. EV1768 EV1768.The geoid height was determined by GEOID99. EV1768 EV1768; North East Units Estimated Accuracy EV1768;SPC CA 5 - 584,900. 2,048,940. MT (+/- 180 meters Scaled) EV1768 EV1768 SUPERSEDED SURVEY CONTROL EV1768 EV1768 NGVD 29 - 822.50 (m) 2698.5 (f) RESET 3 EV1768 EV1768.Superseded values are not recommended for survey control. EV1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1768.See file dsdata.txt to determine how the superseded data were derived. EV1768 EV1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT568915(NAD 83) EV1768_MARKER: DB = BENCH MARK DISK EV1768_SETTING: 30 = MASS OF CONCRETE EV1768_STAMPING: F 471 1955 RESET 1966 EV1768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV1768 EV1768 HISTORY - Date Condition Report By EV1768 HISTORY - 1966 MONUMENTED CGS EV1768 EV1768 STATION DESCRIPTION EV1768 EV1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 EV1768'1 MI N FROM KEENBROOK. EV1768'0.8 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY EV1768'FROM THE KEENBROOK SIGN AT KEENBROOK SIDING, THENCE 0.2 MILE EV1768'SOUTHWEST ALONG APPLEWHITE ROAD, 86.8 FEET WEST OF A FENCE EV1768'CORNER, 46 FEET NORTH-NORTHWEST OF THE CENTER OF APPLEWHITE ROAD, EV1768'29.4 FEET NORTH OF AN OBTUSE FENCE CORNER AND SET IN THE TOP EV1768'OF A MASS OF CONCRETE THAT IS 18 INCHES BELOW THE SURFACE OF THE EV1768'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV3131 *********************************************************************** EV3131 DESIGNATION - F 524 RESET EV3131 PID - EV3131 EV3131 STATE/COUNTY- CA/SAN BERNARDINO EV3131 USGS QUAD - SAN BERNARDINO SOUTH (1980) EV3131 EV3131 *CURRENT SURVEY CONTROL EV3131 ___________________________________________________________________ EV3131* NAD 83(1986)- 34 04 01. (N) 117 16 43. (W) SCALED EV3131* NAVD 88 - 310.77 (+/-2cm) 1019.6 (feet) VERTCON EV3131 ___________________________________________________________________ EV3131 GEOID HEIGHT- -32.81 (meters) GEOID99 EV3131 EV3131 VERT ORDER - THIRD (See Below) EV3131 EV3131.The horizontal coordinates were scaled from a topographic map and have EV3131.an estimated accuracy of +/- 6 seconds. EV3131 EV3131.The NAVD 88 height was computed by applying the VERTCON shift value to EV3131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV3131.The vertical order pertains to the superseded datum. EV3131 EV3131.The geoid height was determined by GEOID99. EV3131 EV3131; North East Units Estimated Accuracy EV3131;SPC CA 5 - 563,130. 2,066,590. MT (+/- 180 meters Scaled) EV3131 EV3131 SUPERSEDED SURVEY CONTROL EV3131 EV3131 NGVD 29 - 310.00 (m) 1017.1 (f) RESET 3 EV3131 EV3131.Superseded values are not recommended for survey control. EV3131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV3131.See file dsdata.txt to determine how the superseded data were derived. EV3131 EV3131_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT742696(NAD 83) EV3131_MARKER: DB = BENCH MARK DISK EV3131_SETTING: 36 = BRIDGE EV3131_STAMPING: F 524 RESET 1972 EV3131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EV3131 EV3131 HISTORY - Date Condition Report By EV3131 HISTORY - 1972 MONUMENTED NGS EV3131 EV3131 STATION DESCRIPTION EV3131 EV3131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 EV3131'AT SAN BERNARDINO. EV3131'IN THE SOUTHEAST PART OF SAN BERNARDINO, 0.1 MILE NORTH ALONG EV3131'WATERMAN AVENUE FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10, EV3131'CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST CORNER OF EV3131'THE SOUTH END OF THE CONCRETE BRIDGE SPANNING SAN TIMOTEO CREEK, EV3131'23.2 FEET EAST OF THE CENTER OF THE NORTHBOUND LANES OF WATERMAN EV3131'AVENUE, 1.6 FEET NORTH OF THE SOUTH END OF THE CONCRETE BRIDGE EV3131'ABUTMENT, 1.1 FEET EAST OF THE WEST EDGE OF THE BRIDGE CURBING, EV3131'0.8 FOOT WEST OF THE EAST BRIDGE GUARD RAIL, AND 0.8 FOOT HIGHER EV3131'THAN THE PAVED SURFACE OF THE AVENUE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FT0699 *********************************************************************** FT0699 DESIGNATION - F 689 RESET FT0699 PID - FT0699 FT0699 STATE/COUNTY- CA/SAN BERNARDINO FT0699 USGS QUAD - LONE BUTTE (1973) FT0699 FT0699 *CURRENT SURVEY CONTROL FT0699 ___________________________________________________________________ FT0699* NAD 83(1986)- 35 37 39. (N) 117 35 19. (W) SCALED FT0699* NAVD 88 - 737.72 (meters) 2420.3 (feet) RESET FT0699 ___________________________________________________________________ FT0699 GEOID HEIGHT- -30.39 (meters) GEOID99 FT0699 FT0699 VERT ORDER - THIRD FT0699 FT0699.The horizontal coordinates were scaled from a topographic map and have FT0699.an estimated accuracy of +/- 6 seconds. FT0699 FT0699.The orthometric height was computed from unverified reset data. FT0699.No vertical observational check was made to the station. FT0699 FT0699.The geoid height was determined by GEOID99. FT0699 FT0699; North East Units Estimated Accuracy FT0699;SPC CA 5 - 736,080. 2,037,270. MT (+/- 180 meters Scaled) FT0699 FT0699 SUPERSEDED SURVEY CONTROL FT0699 FT0699 NGVD 29 - 736.91 (m) 2417.7 (f) RESET 3 FT0699 FT0699.Superseded values are not recommended for survey control. FT0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT0699.See file dsdata.txt to determine how the superseded data were derived. FT0699 FT0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV467427(NAD 83) FT0699_MARKER: DD = SURVEY DISK FT0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FT0699_STAMPING: F 689 RESET 1950 FT0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FT0699+STABILITY: SURFACE MOTION FT0699 FT0699 HISTORY - Date Condition Report By FT0699 HISTORY - 1950 MONUMENTED CADH FT0699 FT0699 STATION DESCRIPTION FT0699 FT0699'DESCRIBED BY CA DIV OF HIGHWAYS 1950 FT0699'14.6 MI E FROM INYOKERN. FT0699'IN SAN BERNARDINO COUNTY, 14.6 MILES EAST ALONG THE TRONA ROAD FT0699'FROM THE POST OFFICE AT INYOKERN, KERN COUNTY, 4.6 MILES EAST FT0699'OF THE JUNCTION OF THE CHINA LAKE ROAD AT RIDGECREST, 0.3 MILE FT0699'NORTH OF A LARGE WATER TANK, 71 FEET SOUTH OF THE CENTERLINE FT0699'OF THE ROAD AT SURVEY STATION A 139+39, AND 2 FEET NORTH OF A FT0699'WHITE WOODEN WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV3159 *********************************************************************** EV3159 DESIGNATION - G 1047 RESET EV3159 PID - EV3159 EV3159 STATE/COUNTY- CA/SAN BERNARDINO EV3159 USGS QUAD - HESPERIA (1980) EV3159 EV3159 *CURRENT SURVEY CONTROL EV3159 ___________________________________________________________________ EV3159* NAD 83(1986)- 34 25 35. (N) 117 21 51. (W) SCALED EV3159* NAVD 88 - 1052.48 (+/-2cm) 3453.0 (feet) VERTCON EV3159 ___________________________________________________________________ EV3159 GEOID HEIGHT- -31.73 (meters) GEOID99 EV3159 EV3159 VERT ORDER - THIRD (See Below) EV3159 EV3159.The horizontal coordinates were scaled from a topographic map and have EV3159.an estimated accuracy of +/- 6 seconds. EV3159 EV3159.The NAVD 88 height was computed by applying the VERTCON shift value to EV3159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV3159.The vertical order pertains to the superseded datum. EV3159 EV3159.The geoid height was determined by GEOID99. EV3159 EV3159; North East Units Estimated Accuracy EV3159;SPC CA 5 - 602,940. 2,058,440. MT (+/- 180 meters Scaled) EV3159 EV3159 SUPERSEDED SURVEY CONTROL EV3159 EV3159 NGVD 29 - 1051.59 (m) 3450.1 (f) RESET 3 EV3159 EV3159.Superseded values are not recommended for survey control. EV3159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV3159.See file dsdata.txt to determine how the superseded data were derived. EV3159 EV3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU665094(NAD 83) EV3159_MARKER: DB = BENCH MARK DISK EV3159_SETTING: 30 = CONCRETE LEG FOOTING EV3159_STAMPING: G 1047 RESET 1973 EV3159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV3159 EV3159 HISTORY - Date Condition Report By EV3159 HISTORY - 1973 MONUMENTED NGS EV3159 EV3159 STATION DESCRIPTION EV3159 EV3159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 EV3159'3.6 MI W FROM HESPERIA. EV3159'3.55 MILES WEST ALONG MAIN STREET FROM THE POST OFFICE AT EV3159'HESPERIA, 0.05 MILE EAST OF THE T-ROAD INTERSECTION OF MAIN STREET EV3159'AND PYRITE AVENUE, AT A POWERLINE CROSSING, 85.0 FEET NORTH OF THE EV3159'CENTER OF MAIN STREET, 78.0 FEET WEST OF A BLADED NORTH-SOUTH EV3159'POWERLINE ROAD, CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTHWEST EV3159'CONCRETE LEG FOOTING OF POWERLINE TOWER NUMBER 5-2 AND 1.3 FEET EV3159'HIGHER THAN THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV0508 *********************************************************************** EV0508 DESIGNATION - G 1152 RESET EV0508 PID - EV0508 EV0508 STATE/COUNTY- CA/SAN BERNARDINO EV0508 USGS QUAD - BIG BEAR CITY (1996) EV0508 EV0508 *CURRENT SURVEY CONTROL EV0508 ___________________________________________________________________ EV0508* NAD 83(1986)- 34 15 38. (N) 116 50 43. (W) SCALED EV0508* NAVD 88 - 2064.72 (+/-2cm) 6774.0 (feet) VERTCON EV0508 ___________________________________________________________________ EV0508 GEOID HEIGHT- -29.79 (meters) GEOID99 EV0508 EV0508 VERT ORDER - THIRD (See Below) EV0508 EV0508.The horizontal coordinates were scaled from a topographic map and have EV0508.an estimated accuracy of +/- 6 seconds. EV0508 EV0508.The NAVD 88 height was computed by applying the VERTCON shift value to EV0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV0508.The vertical order pertains to the superseded datum. EV0508 EV0508.The geoid height was determined by GEOID99. EV0508 EV0508; North East Units Estimated Accuracy EV0508;SPC CA 5 - 584,980. 2,106,350. MT (+/- 180 meters Scaled) EV0508 EV0508 SUPERSEDED SURVEY CONTROL EV0508 EV0508 NGVD 29 - 2063.64 (m) 6770.5 (f) RESET 3 EV0508 EV0508.Superseded values are not recommended for survey control. EV0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV0508.See file dsdata.txt to determine how the superseded data were derived. EV0508 EV0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT142910(NAD 83) EV0508_MARKER: DB = BENCH MARK DISK EV0508_SETTING: 30 = CONCRETE DOCK EV0508_STAMPING: G 1152 1961 RESET 1965 EV0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV0508 EV0508 HISTORY - Date Condition Report By EV0508 HISTORY - 1965 MONUMENTED CGS EV0508 EV0508 STATION DESCRIPTION EV0508 EV0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 EV0508'AT BIG BEAR CITY. EV0508'AT BIG BEAR CITY, AT THE NORTH ENTRANCE TO THE POST OFFICE, 185 EV0508'FEET SOUTH-SOUTHEAST OF THE CROSSROAD INTERSECTION OF STATE EV0508'HIGHWAYS 18 AND 38 (BIG BEAR BLVD. AND GREENWAY DRIVE), 53.0 EV0508'FEET EAST OF THE CENTER OF GREENWAY DRIVE, 15.0 FEET EV0508'EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE POST OFFICE EV0508'BUILDING, 4.2 FEET NORTHWEST OF THE CENTER OF THE NORTH ENTRANCE EV0508'DOOR TO THE BUILDING, 3.5 FEET SOUTH OF THE NORTH EDGE OF A EV0508'CONCRETE DOCK, AND 2.7 FEET EAST OF THE WEST EDGE OF THE DOCK. EV0508'THE DISK IS CEMENTED IN A DRILL HOLE, FLUSH, IN THE TOP SURFACE EV0508'OF THE CONCRETE DOCK AT THE NORTH SIDE OF THE POST OFFICE. IT EV0508'IS ABOUT 1.0 FOOT HIGHER THAN THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV0491 *********************************************************************** EV0491 DESIGNATION - G 325 RESET EV0491 PID - EV0491 EV0491 STATE/COUNTY- CA/SAN BERNARDINO EV0491 USGS QUAD - BIG BEAR LAKE (1996) EV0491 EV0491 *CURRENT SURVEY CONTROL EV0491 ___________________________________________________________________ EV0491* NAD 83(1986)- 34 14 44. (N) 116 52 57. (W) SCALED EV0491* NAVD 88 - 2074.23 (+/-2cm) 6805.2 (feet) VERTCON EV0491 ___________________________________________________________________ EV0491 GEOID HEIGHT- -29.82 (meters) GEOID99 EV0491 EV0491 VERT ORDER - THIRD (See Below) EV0491 EV0491.The horizontal coordinates were scaled from a topographic map and have EV0491.an estimated accuracy of +/- 6 seconds. EV0491 EV0491.The NAVD 88 height was computed by applying the VERTCON shift value to EV0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV0491.The vertical order pertains to the superseded datum. EV0491 EV0491.The geoid height was determined by GEOID99. EV0491 EV0491; North East Units Estimated Accuracy EV0491;SPC CA 5 - 583,270. 2,102,940. MT (+/- 180 meters Scaled) EV0491 EV0491 SUPERSEDED SURVEY CONTROL EV0491 EV0491 NGVD 29 - 2073.16 (m) 6801.7 (f) RESET 3 EV0491 EV0491.Superseded values are not recommended for survey control. EV0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV0491.See file dsdata.txt to determine how the superseded data were derived. EV0491 EV0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT108893(NAD 83) EV0491_MARKER: DB = BENCH MARK DISK EV0491_SETTING: 30 = CURB EV0491_STAMPING: G 325 RESET 1973 EV0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV0491 EV0491 HISTORY - Date Condition Report By EV0491 HISTORY - 1973 MONUMENTED CA-071 EV0491 EV0491 STATION DESCRIPTION EV0491 EV0491'DESCRIBED BY SAN BERNARDINO COUNTY CALIFORNIA 1973 EV0491'1.7 MI NE FROM BIG BEAR LAKE. EV0491'1.7 MILES NORTHEAST ALONG STATE HWY. 30 FROM POST OFFICE AT EV0491'APPROXIMATELY MIDDLE OF Y JUNCTION ALONG ST. HWY. 30 AND MOON EV0491'RIDGE ROAD, 36 FT. EAST OF ST. HWY. SET BRONZE DISK IN TOP OF EV0491'CURB, 28 FT SOUTH CENTERLINE OF DRIVEWAY, 5 FT. SOUTH PP EV0491'3383 B.V. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1699 *********************************************************************** EV1699 DESIGNATION - G 354 RESET EV1699 PID - EV1699 EV1699 STATE/COUNTY- CA/SAN BERNARDINO EV1699 USGS QUAD - CAJON (1996) EV1699 EV1699 *CURRENT SURVEY CONTROL EV1699 ___________________________________________________________________ EV1699* NAD 83(1992)- 34 15 41.61949(N) 117 28 14.41879(W) ADJUSTED EV1699* NAVD 88 - 785.14 (+/-2cm) 2575.9 (feet) VERTCON EV1699 ___________________________________________________________________ EV1699 EPOCH DATE - 1991.35 EV1699 LAPLACE CORR- -4.38 (seconds) DEFLEC99 EV1699 GEOID HEIGHT- -31.82 (meters) GEOID99 EV1699 EV1699 HORZ ORDER - SECOND EV1699 VERT ORDER - THIRD (See Below) EV1699 EV1699.The horizontal coordinates were established by classical geodetic methods EV1699.and adjusted by the National Geodetic Survey in June 1996. EV1699.The horizontal coordinates are valid at the epoch date displayed above. EV1699.The epoch date for horizontal control is a decimal equivalence EV1699.of Year/Month/Day. EV1699 EV1699.The NAVD 88 height was computed by applying the VERTCON shift value to EV1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1699.The vertical order pertains to the superseded datum. EV1699 EV1699.The Laplace correction was computed from DEFLEC99 derived deflections. EV1699 EV1699.The geoid height was determined by GEOID99. EV1699 EV1699; North East Units Scale Converg. EV1699;SPC CA 5 - 584,604.585 2,048,749.216 MT 0.99995838 +0 18 06.2 EV1699;SPC CA 5 - 1,917,990.21 6,721,604.72 sFT 0.99995838 +0 18 06.2 EV1699;UTM 11 - 3,791,258.157 456,667.967 MT 0.99962314 -0 15 53.9 EV1699 EV1699 SUPERSEDED SURVEY CONTROL EV1699 EV1699 NAD 83(1986)- 34 15 41.62042(N) 117 28 14.42286(W) AD(1984.00) 2 EV1699 NGVD 29 - 784.32 (m) 2573.2 (f) RESET 3 EV1699 EV1699.Superseded values are not recommended for survey control. EV1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1699.See file dsdata.txt to determine how the superseded data were derived. EV1699 EV1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT5666891258(NAD 83) EV1699_MARKER: DB = BENCH MARK DISK EV1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV1699_STAMPING: G 354 1949 RESET 1966 EV1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV1699+STABILITY: SURFACE MOTION EV1699 EV1699 HISTORY - Date Condition Report By EV1699 HISTORY - 1966 MONUMENTED CGS EV1699 EV1699 STATION DESCRIPTION EV1699 EV1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 EV1699'0.6 MI N FROM KEENBROOK. EV1699'0.55 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY EV1699'FROM THE KEENBROOK SIGN AT KEENBROOK SIDING, AT THE EAST BASE EV1699'OF A HILL, ABOUT 240 FEET WEST OF A POINT WHERE A DIRT ROAD CROSSES EV1699'UNDER THE TRACKS, 27.5 FEET WEST-NORTHWEST OF A FIRE HYDRANT, 23.3 EV1699'FEET WEST OF A POWERLINE POLE, 9 FEET NORTHWEST OF THE CENTER OF EV1699'A GRAVEL ROAD, 2.9 FEET NORTH-NORTHEAST OF A WOODEN WITNESS POST EV1699'AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS EV1699'8 INCHES ABOVE THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1722 *********************************************************************** EV1722 DESIGNATION - G 471 RESET EV1722 PID - EV1722 EV1722 STATE/COUNTY- CA/SAN BERNARDINO EV1722 USGS QUAD - CAJON (1996) EV1722 EV1722 *CURRENT SURVEY CONTROL EV1722 ___________________________________________________________________ EV1722* NAD 83(1986)- 34 15 49. (N) 117 28 06. (W) SCALED EV1722* NAVD 88 - 823.52 (+/-2cm) 2701.8 (feet) VERTCON EV1722 ___________________________________________________________________ EV1722 GEOID HEIGHT- -31.82 (meters) GEOID99 EV1722 EV1722 VERT ORDER - THIRD (See Below) EV1722 EV1722.The horizontal coordinates were scaled from a topographic map and have EV1722.an estimated accuracy of +/- 6 seconds. EV1722 EV1722.The NAVD 88 height was computed by applying the VERTCON shift value to EV1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1722.The vertical order pertains to the superseded datum. EV1722 EV1722.The geoid height was determined by GEOID99. EV1722 EV1722; North East Units Estimated Accuracy EV1722;SPC CA 5 - 584,830. 2,048,960. MT (+/- 180 meters Scaled) EV1722 EV1722 SUPERSEDED SURVEY CONTROL EV1722 EV1722 NGVD 29 - 822.70 (m) 2699.1 (f) RESET 3 EV1722 EV1722.Superseded values are not recommended for survey control. EV1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1722.See file dsdata.txt to determine how the superseded data were derived. EV1722 EV1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT568914(NAD 83) EV1722_MARKER: DB = BENCH MARK DISK EV1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV1722_STAMPING: G 471 1955 RESET 1966 EV1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV1722+STABILITY: SURFACE MOTION EV1722 EV1722 HISTORY - Date Condition Report By EV1722 HISTORY - 1966 MONUMENTED CGS EV1722 EV1722 STATION DESCRIPTION EV1722 EV1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 EV1722'1 MI N FROM KEENBROOK. EV1722'0.8 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY EV1722'FROM THE KEENBROOK SIGN AT KEENBROOK SIDING, THENCE 0.2 MILE EV1722'SOUTHWEST ALONG APPLEWHITE ROAD, 40.9 FEET NORTH-NORTHEAST OF EV1722'THE EAST END OF A BILLBOARD, 17 FEET NORTH OF THE CENTER OF EV1722'APPLEWHITE ROAD, 2.8 FEET EAST OF A WOODEN WITNESS POST, 1.4 EV1722'FEET SOUTH OF A FENCE AND SET IN THE TOP OF A 12-INCH ROUND EV1722'CONCRETE POST THAT PROJECTS 8 INCHES ABOVE THE SURFACE OF THE EV1722'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FT0696 *********************************************************************** FT0696 DESIGNATION - G 689 RESET FT0696 PID - FT0696 FT0696 STATE/COUNTY- CA/SAN BERNARDINO FT0696 USGS QUAD - LONE BUTTE (1973) FT0696 FT0696 *CURRENT SURVEY CONTROL FT0696 ___________________________________________________________________ FT0696* NAD 83(1986)- 35 38 19. (N) 117 33 44. (W) SCALED FT0696* NAVD 88 - 687.38 (meters) 2255.2 (feet) RESET FT0696 ___________________________________________________________________ FT0696 GEOID HEIGHT- -30.38 (meters) GEOID99 FT0696 FT0696 VERT ORDER - THIRD FT0696 FT0696.The horizontal coordinates were scaled from a topographic map and have FT0696.an estimated accuracy of +/- 6 seconds. FT0696 FT0696.The orthometric height was computed from unverified reset data. FT0696.No vertical observational check was made to the station. FT0696 FT0696.The geoid height was determined by GEOID99. FT0696 FT0696; North East Units Estimated Accuracy FT0696;SPC CA 5 - 737,330. 2,039,650. MT (+/- 180 meters Scaled) FT0696 FT0696 SUPERSEDED SURVEY CONTROL FT0696 FT0696 NGVD 29 - 686.58 (m) 2252.6 (f) RESET 3 FT0696 FT0696.Superseded values are not recommended for survey control. FT0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT0696.See file dsdata.txt to determine how the superseded data were derived. FT0696 FT0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV490440(NAD 83) FT0696_MARKER: DB = BENCH MARK DISK FT0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FT0696_STAMPING: G 689 RESET 1950 FT0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FT0696+STABILITY: SURFACE MOTION FT0696 FT0696 HISTORY - Date Condition Report By FT0696 HISTORY - 1950 MONUMENTED CADH FT0696 FT0696 STATION DESCRIPTION FT0696 FT0696'DESCRIBED BY CA DIV OF HIGHWAYS 1950 FT0696'16.2 MI E FROM INYOKERN. FT0696'IN SAN BERNARDINO COUNTY, 16.2 MILES EAST ALONG THE TRONA ROAD FT0696'FROM THE POST OFFICE AT INYOKERN, KERN COUNTY, 6.4 MILES EAST FT0696'OF THE JUNCTION OF THE CHINA LAKE ROAD AT RIDGECREST, 5.4 MILES FT0696'WEST OF THE JUNCTION OF THE JOHANNESBURG ROAD, 91 FEET SOUTH OF FT0696'THE CENTERLINE OF THE ROAD AT SURVEY STATION A 228+75, AND 2 FEET FT0696'NORTH OF A WHITE WOODEN WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH5763 *********************************************************************** AH5763 DESIGNATION - H 1150 RESET AH5763 PID - AH5763 AH5763 STATE/COUNTY- CA/SAN BERNARDINO AH5763 USGS QUAD - FOREST FALLS (1996) AH5763 AH5763 *CURRENT SURVEY CONTROL AH5763 ___________________________________________________________________ AH5763* NAD 83(1986)- 34 05 55. (N) 116 58 41. (W) SCALED AH5763* NAVD 88 - 1240.19 (+/-2cm) 4068.9 (feet) VERTCON AH5763 ___________________________________________________________________ AH5763 GEOID HEIGHT- -30.81 (meters) GEOID99 AH5763 AH5763 VERT ORDER - THIRD (See Below) AH5763 AH5763.The horizontal coordinates were scaled from a topographic map and have AH5763.an estimated accuracy of +/- 6 seconds. AH5763 AH5763.The NAVD 88 height was computed by applying the VERTCON shift value to AH5763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH5763.The vertical order pertains to the superseded datum. AH5763 AH5763.The geoid height was determined by GEOID99. AH5763 AH5763; North East Units Estimated Accuracy AH5763;SPC CA 5 - 566,880. 2,094,300. MT (+/- 180 meters Scaled) AH5763 AH5763 SUPERSEDED SURVEY CONTROL AH5763 AH5763 NGVD 29 - 1239.21 (m) 4065.6 (f) RESET 3 AH5763 AH5763.Superseded values are not recommended for survey control. AH5763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH5763.See file dsdata.txt to determine how the superseded data were derived. AH5763 AH5763_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT020730(NAD 83) AH5763_MARKER: DV = VERTICAL CONTROL DISK AH5763_SETTING: 32 = CULVERT HEADWALL AH5763_STAMPING: H 1150 RESET 1977 AH5763_MARK LOGO: NGS AH5763_PROJECTION: FLUSH AH5763_MAGNETIC: N = NO MAGNETIC MATERIAL AH5763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH5763+STABILITY: SURFACE MOTION AH5763 AH5763 HISTORY - Date Condition Report By AH5763 HISTORY - 1977 MONUMENTED CADT AH5763 AH5763 STATION DESCRIPTION AH5763 AH5763'DESCRIBED BY CALTRANS 1977 (LEA) AH5763'6.7 MILES (10.8 KM) SOUTH ALONG STATE HIGHWAY 38 FROM JUNCTION OF AH5763'MILLS CREEK ROAD AT CAMP ANGELES, 33.8 FEET (10.3 M) LEFT OF NEW AH5763'HIGHWAY CENTERLINE, STA. 545+70, DISK SET IN CONCRETE HEADWALL OF AH5763'REINFORCED CONCRETE BOX CULVERT, 1 FOOT (0.3 M) FROM THE UPSTREAM END AH5763'OF HEADWALL. NEW H 1150 DISK IS APPROXIMATELY 180 FEET (54.9 M) WEST AH5763'AND 120 FEET (36.6 M) SOUTH OF ORIGINAL H 1150. DISK IS APPROXIMATELY AH5763'5 FEET (1.5 M) LOWER THAN THE PAVED SURFACE OF ROADWAY AND IS 9 FEET AH5763'(2.7 M) FROM PAVED SHOULDER. CONCRETE BOX CULVERT IS A 10X7 FOOT AH5763'STRUCTURE ON A 30 DEGREE SKEW TO CENTERLINE OF ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FS0684 *********************************************************************** FS0684 DESIGNATION - H 311 RESET FS0684 PID - FS0684 FS0684 STATE/COUNTY- CA/SAN BERNARDINO FS0684 USGS QUAD - SOLOMONS KNOB (1983) FS0684 FS0684 *CURRENT SURVEY CONTROL FS0684 ___________________________________________________________________ FS0684* NAD 83(1986)- 35 23 37. (N) 115 49 34. (W) SCALED FS0684* NAVD 88 - 1179.38 (+/-2cm) 3869.3 (feet) VERTCON FS0684 ___________________________________________________________________ FS0684 GEOID HEIGHT- -29.51 (meters) GEOID99 FS0684 FS0684 VERT ORDER - THIRD (See Below) FS0684 FS0684.The horizontal coordinates were scaled from a topographic map and have FS0684.an estimated accuracy of +/- 6 seconds. FS0684 FS0684.The NAVD 88 height was computed by applying the VERTCON shift value to FS0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FS0684.The vertical order pertains to the superseded datum. FS0684 FS0684.The geoid height was determined by GEOID99. FS0684 FS0684; North East Units Estimated Accuracy FS0684;SPC CA 5 - 712,190. 2,197,480. MT (+/- 180 meters Scaled) FS0684 FS0684 SUPERSEDED SURVEY CONTROL FS0684 FS0684 NGVD 29 - 1178.51 (m) 3866.5 (f) RESET 3 FS0684 FS0684.Superseded values are not recommended for survey control. FS0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FS0684.See file dsdata.txt to determine how the superseded data were derived. FS0684 FS0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV066173(NAD 83) FS0684_MARKER: DB = BENCH MARK DISK FS0684_SETTING: 66 = SET IN ROCK OUTCROP FS0684_STAMPING: H 311 RESET 1958 FS0684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FS0684+STABILITY: POSITION/ELEVATION WELL FS0684 FS0684 HISTORY - Date Condition Report By FS0684 HISTORY - 1958 MONUMENTED CGS FS0684 HISTORY - 1959 GOOD NGS FS0684 HISTORY - 1979 GOOD USGS FS0684 FS0684 STATION DESCRIPTION FS0684 FS0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 FS0684'16.8 MI NE FROM BAKER. FS0684'ABOUT 16.8 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST FS0684'OFFICE, ABOUT 4.0 MILES NORTHEAST OF HALLORAN SPRINGS SERVICE FS0684'STATION, ABOUT 2.1 MILES SOUTHWEST OF HALLORAN SUMMIT, 88 FT FS0684'NORTHEAST OF A 7 IN HIGH ROCK OUTCROPPING, OPPOSITE STATION FS0684'195+03, AND 55 FT NORTHWEST OF THE CENTERLINE OF THE EXISTING FS0684'HIGHWAY, AND GROUTED IN THE TOP OF A GRANITE ROCK ABOUT FLUSH FS0684'WITH THE GROUND SURFACE. FS0684 FS0684 STATION RECOVERY (1979) FS0684 FS0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 FS0684'ABOUT 15.3 MILES NORTHEAST ALONG I-15 FROM THE POST OFFICE AT BAKER, FS0684'ABOUT 4.0 MILES NORTHEAST OF HALLORAN SPRINGS SERVICE STATION, ABOUT FS0684'2.1 MILES SOUTHWEST OF HALLORAN SUMMIT, 88 FT. NORTHEAST OF A 7 FT. FS0684'HIGH ROCK OUTCROPPING, OPPOSITE STATION 153+50, AND 50 FT. NORTHWEST FS0684'OF THE CENTERLINE OF THE NORTHBOUND LANE AND 68 FT. SOUTHEAST OF THE FS0684'CENTERLINE OF THE SOUTHBOUND LANE, AND GROUTED IN THE TOP OF A FS0684'GRANITE ROCK ABOUT FLUSH WITH THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1723 *********************************************************************** EV1723 DESIGNATION - H 471 RESET EV1723 PID - EV1723 EV1723 STATE/COUNTY- CA/SAN BERNARDINO EV1723 USGS QUAD - CAJON (1996) EV1723 EV1723 *CURRENT SURVEY CONTROL EV1723 ___________________________________________________________________ EV1723* NAD 83(1986)- 34 15 49. (N) 117 28 10. (W) SCALED EV1723* NAVD 88 - 824.58 (+/-2cm) 2705.3 (feet) VERTCON EV1723 ___________________________________________________________________ EV1723 GEOID HEIGHT- -31.82 (meters) GEOID99 EV1723 EV1723 VERT ORDER - THIRD (See Below) EV1723 EV1723.The horizontal coordinates were scaled from a topographic map and have EV1723.an estimated accuracy of +/- 6 seconds. EV1723 EV1723.The NAVD 88 height was computed by applying the VERTCON shift value to EV1723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1723.The vertical order pertains to the superseded datum. EV1723 EV1723.The geoid height was determined by GEOID99. EV1723 EV1723; North East Units Estimated Accuracy EV1723;SPC CA 5 - 584,830. 2,048,860. MT (+/- 180 meters Scaled) EV1723 EV1723 SUPERSEDED SURVEY CONTROL EV1723 EV1723 NGVD 29 - 823.77 (m) 2702.7 (f) RESET 3 EV1723 EV1723.Superseded values are not recommended for survey control. EV1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1723.See file dsdata.txt to determine how the superseded data were derived. EV1723 EV1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT567914(NAD 83) EV1723_MARKER: DB = BENCH MARK DISK EV1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV1723_STAMPING: H 471 1955 RESET 1966 EV1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV1723+STABILITY: SURFACE MOTION EV1723 EV1723 HISTORY - Date Condition Report By EV1723 HISTORY - 1966 MONUMENTED CGS EV1723 EV1723 STATION DESCRIPTION EV1723 EV1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 EV1723'1 MI N FROM KEENBROOK. EV1723'0.8 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY EV1723'FROM THE KEENBROOK SIGN AT KEENBROOK SIDING, THENCE 0.2 MILE EV1723'SOUTHWEST ALONG APPLEWHITE ROAD, 31.7 FEET SOUTH OF A FENCE, EV1723'29.9 FEET NORTH OF THE WEST END OF A BILLBOARD, 18 FEET SOUTH EV1723'OF THE CENTER OF APPLEWHITE ROAD, 3.7 FEET NORTH-NORTHEAST OF EV1723'A WOODEN WITNESS POST AND SET IN THE TOP OF A 12-INCH ROUND EV1723'CONCRETE POST THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE EV1723'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FT0692 *********************************************************************** FT0692 DESIGNATION - H 689 RESET FT0692 PID - FT0692 FT0692 STATE/COUNTY- CA/SAN BERNARDINO FT0692 USGS QUAD - LONE BUTTE (1973) FT0692 FT0692 *CURRENT SURVEY CONTROL FT0692 ___________________________________________________________________ FT0692* NAD 83(1986)- 35 38 41. (N) 117 31 42. (W) SCALED FT0692* NAVD 88 - 622.41 (meters) 2042.0 (feet) RESET FT0692 ___________________________________________________________________ FT0692 GEOID HEIGHT- -30.38 (meters) GEOID99 FT0692 FT0692 VERT ORDER - THIRD FT0692 FT0692.The horizontal coordinates were scaled from a topographic map and have FT0692.an estimated accuracy of +/- 6 seconds. FT0692 FT0692.The orthometric height was computed from unverified reset data. FT0692.No vertical observational check was made to the station. FT0692 FT0692.The geoid height was determined by GEOID99. FT0692 FT0692; North East Units Estimated Accuracy FT0692;SPC CA 5 - 738,020. 2,042,720. MT (+/- 180 meters Scaled) FT0692 FT0692 SUPERSEDED SURVEY CONTROL FT0692 FT0692 NGVD 29 - 621.62 (m) 2039.4 (f) RESET 3 FT0692 FT0692.Superseded values are not recommended for survey control. FT0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT0692.See file dsdata.txt to determine how the superseded data were derived. FT0692 FT0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV521446(NAD 83) FT0692_MARKER: DD = SURVEY DISK FT0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FT0692_STAMPING: H 689 RESET 1950 FT0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FT0692+STABILITY: SURFACE MOTION FT0692 FT0692 HISTORY - Date Condition Report By FT0692 HISTORY - 1950 MONUMENTED CADH FT0692 FT0692 STATION DESCRIPTION FT0692 FT0692'DESCRIBED BY CA DIV OF HIGHWAYS 1950 FT0692'15.2 MI SW FROM TRONA. FT0692'15.2 MILES SOUTHWEST ALONG THE INYOKERN ROAD FROM THE POST FT0692'OFFICE AT TRONA, SAN BERNARDINO COUNTY, 8.4 MILES EAST OF THE FT0692'JUNCTION OF THE CHINA LAKE ROAD AT RIDGECREST, 3.4 MILES WEST FT0692'OF THE JUNCTION OF THE JOHANNESBURG ROAD, 76 FEET SOUTH OF THE FT0692'CENTERLINE OF THE ROAD AT SURVEY STATION A 332+54, AND 2 FEET FT0692'NORTH OF A WHITE WOODEN WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV3158 *********************************************************************** EV3158 DESIGNATION - H 708 RESET EV3158 PID - EV3158 EV3158 STATE/COUNTY- CA/SAN BERNARDINO EV3158 USGS QUAD - APPLE VALLEY SOUTH (1980) EV3158 EV3158 *CURRENT SURVEY CONTROL EV3158 ___________________________________________________________________ EV3158* NAD 83(1986)- 34 22 38. (N) 117 15 00. (W) SCALED EV3158* NAVD 88 - 894.18 (+/-2cm) 2933.7 (feet) VERTCON EV3158 ___________________________________________________________________ EV3158 GEOID HEIGHT- -31.56 (meters) GEOID99 EV3158 EV3158 VERT ORDER - THIRD (See Below) EV3158 EV3158.The horizontal coordinates were scaled from a topographic map and have EV3158.an estimated accuracy of +/- 6 seconds. EV3158 EV3158.The NAVD 88 height was computed by applying the VERTCON shift value to EV3158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV3158.The vertical order pertains to the superseded datum. EV3158 EV3158.The geoid height was determined by GEOID99. EV3158 EV3158; North East Units Estimated Accuracy EV3158;SPC CA 5 - 597,560. 2,068,980. MT (+/- 180 meters Scaled) EV3158 EV3158 SUPERSEDED SURVEY CONTROL EV3158 EV3158 NGVD 29 - 893.34 (m) 2930.9 (f) RESET 3 EV3158 EV3158.Superseded values are not recommended for survey control. EV3158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV3158.See file dsdata.txt to determine how the superseded data were derived. EV3158 EV3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU770040(NAD 83) EV3158_MARKER: DB = BENCH MARK DISK EV3158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV3158_STAMPING: H 708 1945 RESET 1966 EV3158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV3158+STABILITY: SURFACE MOTION EV3158 EV3158 HISTORY - Date Condition Report By EV3158 HISTORY - 1966 MONUMENTED CGS EV3158 HISTORY - 1971 GOOD USGS EV3158 EV3158 STATION DESCRIPTION EV3158 EV3158'DESCRIBED BY US GEOLOGICAL SURVEY 1971 EV3158'5.6 MI SE FROM HESPERIA. EV3158'ALONG THE CRESTLINE-HESPERIA ROAD, 5.55 MI. SOUTHEAST OF THE EV3158'RAILWAY STATION AT HESPERIA, 0.4 MI. SOUTH OF A RANCH HOUSE ON EV3158'THE WEST SIDE OF THE ROAD, 26 FT. EAST OF THE CENTERLINE OF THE EV3158'ROAD AND 2.3 FT. HIGHER THAN THE ROAD. A STANDARD DISK STAMPED EV3158'H 708 1943 RESET 1966 AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FS0683 *********************************************************************** FS0683 DESIGNATION - J 311 RESET FS0683 PID - FS0683 FS0683 STATE/COUNTY- CA/SAN BERNARDINO FS0683 USGS QUAD - SOLOMONS KNOB (1983) FS0683 FS0683 *CURRENT SURVEY CONTROL FS0683 ___________________________________________________________________ FS0683* NAD 83(1986)- 35 23 01. (N) 115 51 34. (W) SCALED FS0683* NAVD 88 - 1037.02 (+/-2cm) 3402.3 (feet) VERTCON FS0683 ___________________________________________________________________ FS0683 GEOID HEIGHT- -29.64 (meters) GEOID99 FS0683 FS0683 VERT ORDER - THIRD (See Below) FS0683 FS0683.The horizontal coordinates were scaled from a topographic map and have FS0683.an estimated accuracy of +/- 6 seconds. FS0683 FS0683.The NAVD 88 height was computed by applying the VERTCON shift value to FS0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FS0683.The vertical order pertains to the superseded datum. FS0683 FS0683.The geoid height was determined by GEOID99. FS0683 FS0683; North East Units Estimated Accuracy FS0683;SPC CA 5 - 711,020. 2,194,470. MT (+/- 180 meters Scaled) FS0683 FS0683 SUPERSEDED SURVEY CONTROL FS0683 FS0683 NGVD 29 - 1036.18 (m) 3399.5 (f) RESET 3 FS0683 FS0683.Superseded values are not recommended for survey control. FS0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FS0683.See file dsdata.txt to determine how the superseded data were derived. FS0683 FS0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV035161(NAD 83) FS0683_MARKER: DB = BENCH MARK DISK FS0683_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND FS0683_STAMPING: J 311 RESET 1958 FS0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FS0683 FS0683 HISTORY - Date Condition Report By FS0683 HISTORY - 1958 MONUMENTED CGS FS0683 HISTORY - 1959 GOOD NGS FS0683 HISTORY - 1979 GOOD USGS FS0683 FS0683 STATION DESCRIPTION FS0683 FS0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 FS0683'14.8 MI NE FROM BAKER. FS0683'ABOUT 14.8 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST FS0683'OFFICE, ABOUT 2.0 MILES NORTHEAST OF THE HALLORAN SPRINGS SERVICE FS0683'STATION, OPPOSITE STATION 90+71, AND 61 FT NORTHWEST OF THE FS0683'CENTERLINE OF THE EXISTING HIGHWAY, AND SET IN THE TOP OF A FS0683'CONCRETE FILLED 10 IN PCC PIPE PROJECTING ABOUT 6 IN ABOVE THE FS0683'GROUND SURFACE. THE 3 IN X 8 IN WHITE POST AT THE OLD BENCH FS0683'MARK WAS RESET TO THE NEW BENCH MARK. FS0683 FS0683 STATION RECOVERY (1979) FS0683 FS0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 FS0683'ABOUT 13.3 MILES NORTHEAST ALONG I-15 FROM THE POST OFFICE AT BAKER, FS0683'ABOUT 2.0 MILES NORTHEAST OF THE HALLORAN SPRINGS SERVICE STATION, FS0683'OPPOSITE STATION 151+50, AND 53 FT. NORTHWEST OF THE CENTERLINE OF FS0683'THE NORTHBOUND LANE AND 52 FT. SOUTHEAST OF THE CENTERLINE OF THE FS0683'SOUTHBOUND LANE, AND SET IN THE TOP OF A CONCRETE FILLED 10 IN. PCC FS0683'PIPE PROJECTING ABOUT 6 IN. ABOVE THE GROUND SURFACE, AND 1.5 FT. FS0683'SOUTHWEST OF A STEEL SURVEY MARKER SIGN. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1727 *********************************************************************** EV1727 DESIGNATION - J 471 RESET EV1727 PID - EV1727 EV1727 STATE/COUNTY- CA/SAN BERNARDINO EV1727 USGS QUAD - CAJON (1996) EV1727 EV1727 *CURRENT SURVEY CONTROL EV1727 ___________________________________________________________________ EV1727* NAD 83(1986)- 34 15 49. (N) 117 28 10. (W) SCALED EV1727* NAVD 88 - 825.60 (+/-2cm) 2708.7 (feet) VERTCON EV1727 ___________________________________________________________________ EV1727 GEOID HEIGHT- -31.82 (meters) GEOID99 EV1727 EV1727 VERT ORDER - THIRD (See Below) EV1727 EV1727.The horizontal coordinates were scaled from a topographic map and have EV1727.an estimated accuracy of +/- 6 seconds. EV1727 EV1727.The NAVD 88 height was computed by applying the VERTCON shift value to EV1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1727.The vertical order pertains to the superseded datum. EV1727 EV1727.The geoid height was determined by GEOID99. EV1727 EV1727; North East Units Estimated Accuracy EV1727;SPC CA 5 - 584,830. 2,048,860. MT (+/- 180 meters Scaled) EV1727 EV1727 SUPERSEDED SURVEY CONTROL EV1727 EV1727 NGVD 29 - 824.78 (m) 2706.0 (f) RESET 3 EV1727 EV1727.Superseded values are not recommended for survey control. EV1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1727.See file dsdata.txt to determine how the superseded data were derived. EV1727 EV1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT567914(NAD 83) EV1727_MARKER: DB = BENCH MARK DISK EV1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV1727_STAMPING: J 471 1955 RESET 1966 EV1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV1727+STABILITY: SURFACE MOTION EV1727 EV1727 HISTORY - Date Condition Report By EV1727 HISTORY - 1966 MONUMENTED CGS EV1727 EV1727 STATION DESCRIPTION EV1727 EV1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 EV1727'1 MI N FROM KEENBROOK. EV1727'0.8 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY EV1727'FROM THE KEENBROOK SIGN AT KEENBROOK SIDING, THENCE 0.25 MILE EV1727'SOUTH AND WEST ALONG APPLEWHITE ROAD, 48.3 FEET SOUTH OF THE EV1727'CENTER OF A WIRE GATE, 30 FEET SOUTH OF THE CENTER OF APPLEWHITE EV1727'ROAD, 17 FEET SOUTH-SOUTHWEST OF A FOREST SERVICE SIGN, 3.8 EV1727'FEET NORTH-NORTHEAST OF A WOODEN WITNESS POST, ABOUT LEVEL WITH EV1727'APPLEWHITE ROAD AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE EV1727'POST THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV2080 *********************************************************************** EV2080 DESIGNATION - K 2 RESET EV2080 PID - EV2080 EV2080 STATE/COUNTY- CA/SAN BERNARDINO EV2080 USGS QUAD - CAJON (1996) EV2080 EV2080 *CURRENT SURVEY CONTROL EV2080 ___________________________________________________________________ EV2080* NAD 83(1986)- 34 19 16. (N) 117 28 50. (W) SCALED EV2080* NAVD 88 - 999.11 (meters) 3277.9 (feet) RESET EV2080 ___________________________________________________________________ EV2080 GEOID HEIGHT- -31.63 (meters) GEOID99 EV2080 EV2080 VERT ORDER - THIRD EV2080 EV2080.The horizontal coordinates were scaled from a topographic map and have EV2080.an estimated accuracy of +/- 6 seconds. EV2080 EV2080.The orthometric height was computed from unverified reset data. EV2080 EV2080.The geoid height was determined by GEOID99. EV2080 EV2080; North East Units Estimated Accuracy EV2080;SPC CA 5 - 591,210. 2,047,810. MT (+/- 180 meters Scaled) EV2080 EV2080 SUPERSEDED SURVEY CONTROL EV2080 EV2080.No superseded survey control is available for this station. EV2080 EV2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT557978(NAD 83) EV2080_MARKER: DB = BENCH MARK DISK EV2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV2080_STAMPING: K 2 RESET 1966 EV2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV2080+STABILITY: SURFACE MOTION EV2080 EV2080 HISTORY - Date Condition Report By EV2080 HISTORY - 1966 MONUMENTED CGS EV2080 EV2080 STATION DESCRIPTION EV2080 EV2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 EV2080'2.5 MI NW FROM CAJON. EV2080'2.5 MILES NORTHWEST ALONG THE ATCHESON, TOPEKA AND SANTA FE EV2080'RAILWAY FROM THE STATION AND SIDING AT CAJON, 0.6 MILE NORTHWEST EV2080'OF THE JUNCTION OF U.S. HIGHWAYS 66 AND 395 WITH STATE EV2080'HIGHWAY 138 AT CAJON JUNCTION, ABOUT 3 POLES NORTHEAST OF MILEPOST EV2080'60, 210 FEET NORTHEAST OF THE NORTHEAST END OF GISH RAILWAY EV2080'OVERPASS, 137 FEET NORTHEAST OF THE CENTER OF A RAILROAD CATTLE EV2080'GUARD, 79.5 FEET SOUTHEAST OF, AND ACROSS TRACKS FROM, A EV2080'TELEPHONE POLE WITH THE LARGE METAL LETTERS SFE SECURED ON ITS NORTH EV2080'SIDE, 38.0 FEET SOUTHEAST OF THE CENTER OF A RAILROAD HAND CAR EV2080'SET-OFF, 21.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE EV2080'RAILWAY, 2.5 FEET NORTHEAST OF A POWERLINE POLE, AND 2.5 FEET EV2080'SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED. THE EV2080'BENCH MARK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT EV2080'WHICH IS 10 INCHES IN DIAMETER AT THE TOP AND PROJECTS 5 INCHES EV2080'ABOVE THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1729 *********************************************************************** EV1729 DESIGNATION - K 471 RESET EV1729 PID - EV1729 EV1729 STATE/COUNTY- CA/SAN BERNARDINO EV1729 USGS QUAD - CAJON (1996) EV1729 EV1729 *CURRENT SURVEY CONTROL EV1729 ___________________________________________________________________ EV1729* NAD 83(1986)- 34 15 49. (N) 117 28 12. (W) SCALED EV1729* NAVD 88 - 825.95 (+/-2cm) 2709.8 (feet) VERTCON EV1729 ___________________________________________________________________ EV1729 GEOID HEIGHT- -31.82 (meters) GEOID99 EV1729 EV1729 VERT ORDER - THIRD (See Below) EV1729 EV1729.The horizontal coordinates were scaled from a topographic map and have EV1729.an estimated accuracy of +/- 6 seconds. EV1729 EV1729.The NAVD 88 height was computed by applying the VERTCON shift value to EV1729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1729.The vertical order pertains to the superseded datum. EV1729 EV1729.The geoid height was determined by GEOID99. EV1729 EV1729; North East Units Estimated Accuracy EV1729;SPC CA 5 - 584,830. 2,048,810. MT (+/- 180 meters Scaled) EV1729 EV1729 SUPERSEDED SURVEY CONTROL EV1729 EV1729 NGVD 29 - 825.14 (m) 2707.1 (f) RESET 3 EV1729 EV1729.Superseded values are not recommended for survey control. EV1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1729.See file dsdata.txt to determine how the superseded data were derived. EV1729 EV1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT567914(NAD 83) EV1729_MARKER: DB = BENCH MARK DISK EV1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV1729_STAMPING: K 471 1955 RESET 1966 EV1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV1729+STABILITY: SURFACE MOTION EV1729 EV1729 HISTORY - Date Condition Report By EV1729 HISTORY - 1966 MONUMENTED CGS EV1729 EV1729 STATION DESCRIPTION EV1729 EV1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 EV1729'1.1 MI N FROM KEENBROOK. EV1729'0.8 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM EV1729'THE KEENBROOK SIGN AT KEENBROOK SIDING, THENCE 0.3 MILE SOUTHWEST EV1729'ALONG APPLEWHITE ROAD, 52 FEET SOUTH OF A FENCE, 36 FEET EV1729'SOUTH OF THE CENTER OF APPLEWHITE ROAD, 4.1 FEET EAST OF A WOODEN EV1729'WITNESS POST AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST EV1729'THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV0498 *********************************************************************** EV0498 DESIGNATION - K 737 RESET EV0498 PID - EV0498 EV0498 STATE/COUNTY- CA/SAN BERNARDINO EV0498 USGS QUAD - KELLER PEAK (1996) EV0498 EV0498 *CURRENT SURVEY CONTROL EV0498 ___________________________________________________________________ EV0498* NAD 83(1986)- 34 14 53. (N) 117 00 03. (W) SCALED EV0498* NAVD 88 - 2183.65 (+/-2cm) 7164.2 (feet) VERTCON EV0498 ___________________________________________________________________ EV0498 GEOID HEIGHT- -30.29 (meters) GEOID99 EV0498 EV0498 VERT ORDER - THIRD (See Below) EV0498 EV0498.The horizontal coordinates were scaled from a topographic map and have EV0498.an estimated accuracy of +/- 6 seconds. EV0498 EV0498.The NAVD 88 height was computed by applying the VERTCON shift value to EV0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV0498.The vertical order pertains to the superseded datum. EV0498 EV0498.The geoid height was determined by GEOID99. EV0498 EV0498; North East Units Estimated Accuracy EV0498;SPC CA 5 - 583,440. 2,092,030. MT (+/- 180 meters Scaled) EV0498 EV0498 SUPERSEDED SURVEY CONTROL EV0498 EV0498 NGVD 29 - 2182.53 (m) 7160.5 (f) RESET 3 EV0498 EV0498.Superseded values are not recommended for survey control. EV0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV0498.See file dsdata.txt to determine how the superseded data were derived. EV0498 EV0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT999896(NAD 83) EV0498_MARKER: DB = BENCH MARK DISK EV0498_SETTING: 30 = CULVERT EV0498_STAMPING: K 737 RESET 1962 EV0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV0498 EV0498 HISTORY - Date Condition Report By EV0498 HISTORY - 1962 MONUMENTED CADH EV0498 EV0498 STATION DESCRIPTION EV0498 EV0498'DESCRIBED BY CA DIV OF HIGHWAYS 1962 EV0498'5.5 MI SW FROM FAWNSKIN. EV0498'ALONG STATE HIGHWAY NO. 18 (RIM OF THE WORLD DRIVE), 5.5 MILES EV0498'SOUTHWEST OF THE POST OFFICE AT FAWNSKIN, 1.9 MILES WEST OF EV0498'THE BIG BEAR LAKE DAM, 850 FEET WEST OF A DRINKING FOUNTAIN, EV0498'540 FEET EAST OF ANOTHER DRINKING FOUNTAIN, OPPOSITE ENGINEER EV0498'STATION 566+75, 26.0 FEET NORTH OF CENTER OF PAVEMENT, LEVEL EV0498'WITH THE HIGHWAY, AND SET IN THE TOP OF A CULVERT CONCRETE DROP EV0498'INLET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FS0679 *********************************************************************** FS0679 DESIGNATION - L 311 RESET FS0679 PID - FS0679 FS0679 STATE/COUNTY- CA/SAN BERNARDINO FS0679 USGS QUAD - HALLORAN SPRINGS (1983) FS0679 FS0679 *CURRENT SURVEY CONTROL FS0679 ___________________________________________________________________ FS0679* NAD 83(1986)- 35 21 31. (N) 115 55 35. (W) SCALED FS0679* NAVD 88 - 748.06 (+/-2cm) 2454.3 (feet) VERTCON FS0679 ___________________________________________________________________ FS0679 GEOID HEIGHT- -29.96 (meters) GEOID99 FS0679 FS0679 VERT ORDER - THIRD (See Below) FS0679 FS0679.The horizontal coordinates were scaled from a topographic map and have FS0679.an estimated accuracy of +/- 6 seconds. FS0679 FS0679.The NAVD 88 height was computed by applying the VERTCON shift value to FS0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FS0679.The vertical order pertains to the superseded datum. FS0679 FS0679.The geoid height was determined by GEOID99. FS0679 FS0679; North East Units Estimated Accuracy FS0679;SPC CA 5 - 708,120. 2,188,450. MT (+/- 180 meters Scaled) FS0679 FS0679 SUPERSEDED SURVEY CONTROL FS0679 FS0679 NGVD 29 - 747.28 (m) 2451.7 (f) RESET 3 FS0679 FS0679.Superseded values are not recommended for survey control. FS0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FS0679.See file dsdata.txt to determine how the superseded data were derived. FS0679 FS0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV975133(NAD 83) FS0679_MARKER: DB = BENCH MARK DISK FS0679_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND FS0679_STAMPING: L 311 RESET 1958 FS0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FS0679 FS0679 HISTORY - Date Condition Report By FS0679 HISTORY - 1958 MONUMENTED CGS FS0679 HISTORY - 1959 GOOD NGS FS0679 HISTORY - 1960 POOR NGS FS0679 HISTORY - 1979 MARK NOT FOUND USGS FS0679 FS0679 STATION DESCRIPTION FS0679 FS0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 FS0679'10.6 MI NE FROM BAKER. FS0679'ABOUT 10.6 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST FS0679'OFFICE, ABOUT 2.2 MILES SOUTHWEST OF THE HALLORAN SPRINGS SERVICE FS0679'STATION, AT A PROPOSED ROADSIDE REST, OPPOSITE STATION 558+60.5, FS0679'AND 71 FT NORTHWEST OF THE CENTERLINE OF THE EXISTING HIGHWAY, FS0679'AND SET IN THE TOP OF A CONCRETE FILLED 10 IN PCC PIPE PROJECTING FS0679'6 IN ABOVE THE GROUND SURFACE. FS0679 FS0679 STATION RECOVERY (1960) FS0679 FS0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 FS0679'MARK RECOVERED IN POOR CONDITION. FS0679 FS0679 STATION RECOVERY (1979) FS0679 FS0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 FS0679'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1347 *********************************************************************** EV1347 DESIGNATION - L 522 RESET EV1347 PID - EV1347 EV1347 STATE/COUNTY- CA/SAN BERNARDINO EV1347 USGS QUAD - SAN BERNARDINO NORTH (1996) EV1347 EV1347 *CURRENT SURVEY CONTROL EV1347 ___________________________________________________________________ EV1347* NAD 83(1986)- 34 08 38. (N) 117 15 24. (W) SCALED EV1347* NAVD 88 - 372.92 (+/-2cm) 1223.5 (feet) VERTCON EV1347 ___________________________________________________________________ EV1347 GEOID HEIGHT- -32.45 (meters) GEOID99 EV1347 EV1347 VERT ORDER - THIRD (See Below) EV1347 EV1347.The horizontal coordinates were scaled from a topographic map and have EV1347.an estimated accuracy of +/- 6 seconds. EV1347 EV1347.The NAVD 88 height was computed by applying the VERTCON shift value to EV1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1347.The vertical order pertains to the superseded datum. EV1347 EV1347.The geoid height was determined by GEOID99. EV1347 EV1347; North East Units Estimated Accuracy EV1347;SPC CA 5 - 571,680. 2,068,560. MT (+/- 180 meters Scaled) EV1347 EV1347 SUPERSEDED SURVEY CONTROL EV1347 EV1347 NGVD 29 - 372.14 (m) 1220.9 (f) RESET 3 EV1347 EV1347.Superseded values are not recommended for survey control. EV1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1347.See file dsdata.txt to determine how the superseded data were derived. EV1347 EV1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT763781(NAD 83) EV1347_MARKER: DB = BENCH MARK DISK EV1347_SETTING: 30 = CURB EV1347_STAMPING: L 522 1956 RESET 1966 EV1347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV1347 EV1347 HISTORY - Date Condition Report By EV1347 HISTORY - 1966 MONUMENTED CGS EV1347 EV1347 STATION DESCRIPTION EV1347 EV1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 EV1347'AT SAN BERNARDINO. EV1347'IN THE NORTH PART OF SAN BERNARDINO, ON THE NORTH SIDE OF THE EV1347'CROSS-TOWN FREEWAY, 0.2 MILE SOUTH OF THE INTERSECTION OF LYNWOOD EV1347'DR. AND MOUNTAIN AVE., 146 FEET NORTH OF THE CENTER OF THE EV1347'INTERSECTION OF MOUNTAIN AVE. AND CITRUS ST., 106 FEET NORTH OF EV1347'A FIRE HYDRANT, 28 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER EV1347'OF APARTMENT COMPLEX 2935 MOUNTAIN AVE., 20.0 FEET EAST OF THE EV1347'CENTER OF MOUNTAIN AVE., 5.5 FEET SOUTH-SOUTHWEST OF POWERLINE EV1347'POLE 1499623E WHICH SUPPORTS A TRANSFORMER, AND CEMENTED IN EV1347'A DRILL HOLE, FLUSH WITH THE SURFACE, IN THE TOP OF THE EAST EV1347'CURB OF THE AVENUE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1558 *********************************************************************** EV1558 DESIGNATION - L 737 RESET EV1558 PID - EV1558 EV1558 STATE/COUNTY- CA/SAN BERNARDINO EV1558 USGS QUAD - KELLER PEAK (1996) EV1558 EV1558 *CURRENT SURVEY CONTROL EV1558 ___________________________________________________________________ EV1558* NAD 83(1986)- 34 13 59. (N) 117 01 35. (W) SCALED EV1558* NAVD 88 - 2170.48 (+/-2cm) 7121.0 (feet) VERTCON EV1558 ___________________________________________________________________ EV1558 GEOID HEIGHT- -30.45 (meters) GEOID99 EV1558 EV1558 VERT ORDER - THIRD (See Below) EV1558 EV1558.The horizontal coordinates were scaled from a topographic map and have EV1558.an estimated accuracy of +/- 6 seconds. EV1558 EV1558.The NAVD 88 height was computed by applying the VERTCON shift value to EV1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1558.The vertical order pertains to the superseded datum. EV1558 EV1558.The geoid height was determined by GEOID99. EV1558 EV1558; North East Units Estimated Accuracy EV1558;SPC CA 5 - 581,750. 2,089,700. MT (+/- 180 meters Scaled) EV1558 EV1558 SUPERSEDED SURVEY CONTROL EV1558 EV1558 NGVD 29 - 2169.39 (m) 7117.4 (f) RESET 3 EV1558 EV1558.Superseded values are not recommended for survey control. EV1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1558.See file dsdata.txt to determine how the superseded data were derived. EV1558 EV1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT975879(NAD 83) EV1558_MARKER: DB = BENCH MARK DISK EV1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV1558_STAMPING: L 737 RESET 1956 EV1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV1558+STABILITY: SURFACE MOTION EV1558 EV1558 HISTORY - Date Condition Report By EV1558 HISTORY - 1956 MONUMENTED CADH EV1558 HISTORY - 1959 GOOD NGS EV1558 EV1558 STATION DESCRIPTION EV1558 EV1558'DESCRIBED BY CA DIV OF HIGHWAYS 1956 EV1558'5.2 MI NE FROM ARROWBEAR LAKE. EV1558'5.2 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM POST OFFICE AT EV1558'ARROWBEAR LAKE, SAN BERNARDINO COUNTY, ABOUT 100 FEET EAST OF EV1558'THE INTERSECTION OF STATE HIGHWAY AND PAVED ROAD LEADING TO EV1558'LAKEVIEW POINT HIGHWAY MAINTENANCE STATION, 23.5 FEET SOUTHWEST EV1558'OF 15 IN OAK TREE, 14.5 FEET NORTH OF AND 3 FT HIGHER THAN THE EV1558'EDGE OF PAVED ROAD, 6 FEET NORTHWEST OF A SIGN DIVISION OF HIGHWAYS EV1558'LAKEVIEW POINT MAINTENANCE STATION, AND 2 FEET SOUTH OF A 6 IN EV1558'BY 6 IN POST. A STANDARD DISK, STAMPED L 737 RESET 1956 AND EV1558'SET IN THE TOP OF A 6 IN BY 6 IN CONCRETE POST, FLUSH WITH THE EV1558'GROUND. EV1558 EV1558 STATION RECOVERY (1959) EV1558 EV1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959 EV1558'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV0565 *********************************************************************** EV0565 DESIGNATION - LUCERNE SOUTH BASE EV0565 PID - EV0565 EV0565 STATE/COUNTY- CA/SAN BERNARDINO EV0565 USGS QUAD - LUCERNE VALLEY (1994) EV0565 EV0565 *CURRENT SURVEY CONTROL EV0565 ___________________________________________________________________ EV0565* NAD 83(1986)- 34 26 22. (N) 116 52 54. (W) SCALED EV0565* NAVD 88 - 916.91 (+/-2cm) 3008.2 (feet) VERTCON EV0565 ___________________________________________________________________ EV0565 GEOID HEIGHT- -30.93 (meters) GEOID99 EV0565 EV0565 VERT ORDER - THIRD (See Below) EV0565 EV0565.The horizontal coordinates were scaled from a topographic map and have EV0565.an estimated accuracy of +/- 6 seconds. EV0565 EV0565.The NAVD 88 height was computed by applying the VERTCON shift value to EV0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV0565.The vertical order pertains to the superseded datum. EV0565 EV0565.The geoid height was determined by GEOID99. EV0565 EV0565; North East Units Estimated Accuracy EV0565;SPC CA 5 - 604,780. 2,102,770. MT (+/- 180 meters Scaled) EV0565 EV0565 SUPERSEDED SURVEY CONTROL EV0565 EV0565 NGVD 29 - 916.07 (m) 3005.5 (f) RESET 3 EV0565 EV0565.Superseded values are not recommended for survey control. EV0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV0565.See file dsdata.txt to determine how the superseded data were derived. EV0565 EV0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNU108108(NAD 83) EV0565_MARKER: DS = TRIANGULATION STATION DISK EV0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV0565_STAMPING: LUCERNE SOUTH BASE 1928 EV0565_MAGNETIC: N = NO MAGNETIC MATERIAL EV0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV0565+STABILITY: SURFACE MOTION EV0565 EV0565 HISTORY - Date Condition Report By EV0565 HISTORY - 1928 MONUMENTED CGS EV0565 HISTORY - 1935 SEE DESCRIPTION CGS EV0565 HISTORY - 1956 SEE DESCRIPTION CGS EV0565 HISTORY - 1965 SEE DESCRIPTION CGS EV0565 HISTORY - 1972 SEE DESCRIPTION NGS EV0565 HISTORY - 1972 GOOD NGS EV0565 HISTORY - 1978 GOOD CADT EV0565 HISTORY - 1981 GOOD CADT EV0565 EV0565 STATION DESCRIPTION EV0565 EV0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (GLB) EV0565'THE STATION IS ABOUT 26 MILES ESE OF VICTORVILLE, ABOUT EV0565'4 MILES E OF BOX S RANCH, AND AT SOUTHERN EDGE OF THE LUCERNE EV0565'VALLEY. EV0565' EV0565'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS EV0565'IN CONCRETE AS DESCRIBED IN NOTES 1A AND 7A. UPPER MARK EV0565'PROJECTS 6 INCHES. EV0565' EV0565'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN CONCRETE AS EV0565'DESCRIBED IN NOTE 11A. NO. 1 PROJECTS 3 INCHES AND IS 30.542 EV0565'METERS (100.20 FEET) FROM STATION IN AZIMUTH 81 DEG 08 MIN. EV0565'NO. 2 PROJECTS 3 INCHES AND IS 40.420 METERS (132.61 FEET) EV0565'FROM STATION IN AZIMUTH 5 DEG 24 MIN. EV0565' EV0565'TO REACH FROM CROSSROADS AT BOX S RANCH GO E 3.95 MILES ON EV0565'OLD WOMAN SPRINGS ROAD, TURN S AND GO 1/4 MILE TO STATION EV0565'SITE. EV0565 EV0565 STATION RECOVERY (1935) EV0565 EV0565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CP) EV0565'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION. EV0565'STATION IS LOCATED AT THE SOUTHERN EDGE OF THE LUCERNE VALLEY EV0565'ABOUT 4 MILES E OF THE BOX S RANCH AND THE LUCERNE VALLEY EV0565'POST OFFICE AND 0.3 MILE S OF THE 29 PALMS HIGHWAY. EV0565' EV0565'STATION AND REFERENCE MARKS ARE SET IN CONCRETE POSTS PROJECING EV0565'1 FOOT ABOVE THE GROUND. NUMEROUS OLD DRY CELL BATTERIES EV0565'ARE STREWN ABOUT THE GROUND NEAR THE STATION. EV0565' EV0565'REACHED FROM LUCERNE VALLEY POST OFFICE AS FOLLOWS--GO E EV0565'ON THE 29 PALMS HIGHWAY FOR 4.1 MILES, TURN S OFF THE HIGHWAY EV0565'AND GO 0.3 MILE S ACROSS COUNTRY TO THE STATION. EV0565 EV0565 STATION RECOVERY (1956) EV0565 EV0565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FM) EV0565'THIS STATION IS IN GOOD CONDITION AND IS AS DESCRIBED IN THE EV0565'ORIGINAL DESCRIPTION, WITH THE EXCEPTION AT A POINT--4.0 EV0565'MILES E OF LUCERNE VALLEY POST OFFICE TURN S ON VISALIA EV0565'STREET 0.25 MILE TO FURST STREET, THEN E ACROSS COUNTRY 0.1 EV0565'MILE TO STATION. EV0565 EV0565 STATION RECOVERY (1965) EV0565 EV0565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JJL) EV0565'ALL MARKS WERE RECOVERED AND IN GOOD CONDITION. THE DISTANCES EV0565'TO REFERENCE MARKS 1 AND 2 WAS FOUND TO BE CORRECT. THE DIRECTION EV0565'TO REFERENCE MARK 1 WAS FOUND TO BE SOUTHWEST INSTEAD OF SOUTH. EV0565'THE DIRECTION TO REFERENCE MARK 2 WAS FOUND TO BE SOUTH INSTEAD OF EV0565'SOUTHEAST. THE FOLLOWING IS A COMPLETE NEW DESCRIPTION. EV0565' EV0565'THE STATION IS LOCATED ABOUT 26 MILES EAST-SOUTHEAST OF EV0565'VICTORVILLE, 4 MILES EAST OF LUCERNE VALLEY AND 0.25 MILE SOUTH EV0565'OF OLD WOMAN SPRINGS ROAD. EV0565' EV0565'TO REACH THE STATION FROM THE POST OFFICE IN LUCERNE VALLEY, EV0565'GO NORTH FOR 1 BLOCK. TURN RIGHT AND GO EAST ON OLD WOMAN SPRINGS EV0565'ROAD FOR 3.8 MILES TO THE AZIMUTH MARK ON THE LEFT. CONTINUE EV0565'EAST ON OLD WOMAN SPRINGS ROAD FOR 0.3 MILE TO A CROSSROAD. TURN EV0565'RIGHT AND GO SOUTH ON FAIRLANE ROAD FOR 0.2 MILE TO A SIDE ROAD EV0565'RIGHT. TURN RIGHT AND GO WEST ON FURST STREET FOR 0.45 MILE TO EV0565'A DIM TRACK ROAD LEFT. TURN LEFT AND GO SOUTH ON THE DIM TRACK EV0565'ROAD FOR 0.05 MILE TO THE STATION. EV0565' EV0565'THE STATION MARK IS A STANDARD DISK STAMPED LUCERNE SOUTH BASE EV0565'1928, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT EV0565'PROJECTS 18 INCHES ABOVE THE GROUND SURFACE. IT IS 5.8 FEET EV0565'SOUTHWEST OF A METAL WITNESS POST. EV0565' EV0565'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LUCERNE S BASE NO EV0565'1 1928, SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT EV0565'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE. IT IS 104.7 WEST OF EV0565'THE METAL WITNESS POST. EV0565' EV0565'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LUCERNE S BASE NO EV0565'2 1928, SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT EV0565'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE. IT IS 137 FEET SOUTH EV0565'OF THE METAL WITNESS POST. EV0565' EV0565'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED S 710 EV0565'1944, SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT THAT EV0565'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT IS 52 FEET NORTH EV0565'OF THE CENTER OF OLD WOMAN SPRINGS ROAD AND 1.7 FEET EAST OF A EV0565'METAL WITNESS POST. EV0565' EV0565'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EV0565'4 MILES EAST OF LUCERNE VALLEY. EV0565 EV0565 STATION RECOVERY (1972) EV0565 EV0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ) EV0565'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE BENCH EV0565'MARK, USED AS AN AZIMUTH MARK WERE RECOVERED AND FOUND TO EV0565'BE IN GOOD CONDITION. THE DISTANCE AND DIRECTION TO ALL THE EV0565'MARKS COMPARED FAVORABLY WITH THE 1965 OBSERVATIONS. DUE EV0565'TO THE LAPSE OF TIME A COMPLETE NEW DESCRIPTION FOLLOWS-- EV0565' EV0565'THE STATION IS LOCATED ABOUT 26 MILES EAST-SOUTHEAST OF VICTORVILLE, EV0565'4 MILES EAST OF LUCERNE VALLEY AND 0.3 MILE SOUTH OF OLD EV0565'WOMAN SPRINGS ROAD. EV0565' EV0565'TO REACH THE STATION FROM THE POST OFFICE IN LUCERNE VALLEY EV0565'GO NORTH ON A SURFACED STREET FOR 0.1 MILE TO THE JUNCTION OF EV0565'OLD WOMAN SPRINGS ROAD. TURN RIGHT AND GO EAST ON OLD WOMAN EV0565'SPRINGS ROAD FOR 3.5 MILES TO A SIDE ROAD RIGHT. (TO REACH EV0565'THE BENCH MARK CONTINUE EAST ON OLD WOMAN SPRINGS ROAD FOR EV0565'0.15 MILE TO THE MARK ON THE LEFT.) TURN RIGHT AND GO SOUTH EV0565'ON VISALIA AVENUE FOR 0.2 MILE TO A CROSSROAD. TURN LEFT EV0565'AND GO EAST ON FURST STREET FOR 0.1 MILE TO A DIM SIDE ROAD EV0565'RIGHT. TURN RIGHT AND GO SOUTH ON THE SAND ROAD FOR 0.05 EV0565'MILE TO THE STATION AS DESCRIBED. EV0565' EV0565'THE STATION MARK IS A STANDARD DISK STAMPED LUCERNE SOUTH BASE EV0565'1928, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT EV0565'THAT PROJECTS 12-INCHES ABOVE THE GROUND SURFACE. IT IS EV0565'48 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN. NOTE EV0565'1A7A EV0565' EV0565'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LUCERNE S BASE EV0565'NO 1 1928, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT EV0565'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE. IT IS 105 EV0565'FEET WEST OF A METAL WITNESS POST WITH SIGN. NOTE 11A EV0565' EV0565'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LUCERNE S BASE EV0565'NO 2 1928, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT EV0565'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE. IT IS EV0565'137 FEET SOUTH OF A METAL WITNESS POST WITH SIGN. NOTE 11A EV0565' EV0565'THE BENCH MARK, USED AS AN AZIMUTH MARK, IS A STANDARD DISK EV0565'STAMPED S 710 1944, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE EV0565'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. EV0565'IT IS 52 FEET NORTH OF THE CENTER OF OLD WOMAN SPRINGS ROAD EV0565'AND 1.7 FEET EAST OF A METAL WITNESS POST WITH SIGN. NOTE DESC EV0565' EV0565'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EV0565'EAST OF LUCERNE VALLEY EV0565 EV0565 STATION RECOVERY (1972) EV0565 EV0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 EV0565'26 MI ESE FROM VICTORVILLE. EV0565'THE STATION IS ABOUT 26 MILES ESE OF VICTORVILLE, ABOUT 4 MILES EV0565'E OF BOX S RANCH AND AT SOUTHERN EDGE OF THE LUCERNE VALLEY. EV0565'IT IS 0.30 MILE FROM BENCH MARK S 710, 0.1 MILE E ACROSS COUNTRY EV0565'FROM FIRST STREET SET IN THE TOP OF A CONCRETE POST. EV0565 EV0565 STATION RECOVERY (1978) EV0565 EV0565'RECOVERY NOTE BY CALTRANS 1978 (RWH) EV0565'THE STATION MARK, RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION. EV0565' EV0565'THE TO REACH DESCRIPTION IS ADEQUATE. EV0565 EV0565 STATION RECOVERY (1981) EV0565 EV0565'RECOVERY NOTE BY CALTRANS 1981 (RWH) EV0565'THE STATION, REFERENCE MARKS, AND BENCH MARK WERE FOUND IN GOOD EV0565'CONDITION AND AS DESCRIBED. EV0565' EV0565'THE 1972 TO REACH DESCRIPTION IS ADEQUATE. EV0565' EV0565'A HOUSE HAS BEEN CONSTRUCTED BETWEEN THE STATION AND BENCH MARK 5710 EV0565'(AZIMUTH MARK) MAKING THEM NOT INTERVISIBLE FROM THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV2569 *********************************************************************** EV2569 DESIGNATION - M 1046 RESET EV2569 PID - EV2569 EV2569 STATE/COUNTY- CA/SAN BERNARDINO EV2569 USGS QUAD - MESCAL CREEK (1995) EV2569 EV2569 *CURRENT SURVEY CONTROL EV2569 ___________________________________________________________________ EV2569* NAD 83(1986)- 34 29 54. (N) 117 39 35. (W) SCALED EV2569* NAVD 88 - 1033.35 (+/-2cm) 3390.2 (feet) VERTCON EV2569 ___________________________________________________________________ EV2569 GEOID HEIGHT- -31.67 (meters) GEOID99 EV2569 EV2569 VERT ORDER - THIRD (See Below) EV2569 EV2569.The horizontal coordinates were scaled from a topographic map and have EV2569.an estimated accuracy of +/- 6 seconds. EV2569 EV2569.The NAVD 88 height was computed by applying the VERTCON shift value to EV2569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV2569.The vertical order pertains to the superseded datum. EV2569 EV2569.The geoid height was determined by GEOID99. EV2569 EV2569; North East Units Estimated Accuracy EV2569;SPC CA 5 - 610,790. 2,031,250. MT (+/- 180 meters Scaled) EV2569 EV2569 SUPERSEDED SURVEY CONTROL EV2569 EV2569 NGVD 29 - 1032.43 (m) 3387.2 (f) RESET 3 EV2569 EV2569.Superseded values are not recommended for survey control. EV2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV2569.See file dsdata.txt to determine how the superseded data were derived. EV2569 EV2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU394176(NAD 83) EV2569_MARKER: DB = BENCH MARK DISK EV2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV2569_STAMPING: M 1046 1960 RESET 1966 EV2569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV2569+STABILITY: SURFACE MOTION EV2569 EV2569 HISTORY - Date Condition Report By EV2569 HISTORY - 1966 MONUMENTED CGS EV2569 EV2569 STATION DESCRIPTION EV2569 EV2569'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 EV2569'14.4 MI E FROM PEARBLOSSOM. EV2569'LOCATED AT THE LOS ANGELES-SAN BERNARDINO COUNTY LINE AND AT EV2569'THE INTERSECTION OF PEARBLOSSOM HIGHWAY AND 263RD STREET. IT IS EV2569'135 FEET EAST OF THE CENTER OF 263RD STREET, 60 FEET SOUTH OF THE EV2569'CENTER OF PEARBLOSSOM HIGHWAY, 4.5 FEET SOUTHEAST OF A METAL EV2569'WITNESS POST AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST EV2569'THAT PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1499 *********************************************************************** EV1499 DESIGNATION - M 297 RESET EV1499 PID - EV1499 EV1499 STATE/COUNTY- CA/SAN BERNARDINO EV1499 USGS QUAD - HARRISON MTN (1996) EV1499 EV1499 *CURRENT SURVEY CONTROL EV1499 ___________________________________________________________________ EV1499* NAD 83(1986)- 34 14 51. (N) 117 11 19. (W) SCALED EV1499* NAVD 88 - 1584.78 (+/-2cm) 5199.4 (feet) VERTCON EV1499 ___________________________________________________________________ EV1499 GEOID HEIGHT- -31.29 (meters) GEOID99 EV1499 EV1499 VERT ORDER - THIRD (See Below) EV1499 EV1499.The horizontal coordinates were scaled from a topographic map and have EV1499.an estimated accuracy of +/- 6 seconds. EV1499 EV1499.The NAVD 88 height was computed by applying the VERTCON shift value to EV1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1499.The vertical order pertains to the superseded datum. EV1499 EV1499.The geoid height was determined by GEOID99. EV1499 EV1499; North East Units Estimated Accuracy EV1499;SPC CA 5 - 583,220. 2,074,740. MT (+/- 180 meters Scaled) EV1499 EV1499 SUPERSEDED SURVEY CONTROL EV1499 EV1499 NGVD 29 - 1583.82 (m) 5196.2 (f) RESET 3 EV1499 EV1499.Superseded values are not recommended for survey control. EV1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1499.See file dsdata.txt to determine how the superseded data were derived. EV1499 EV1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT826896(NAD 83) EV1499_MARKER: DB = BENCH MARK DISK EV1499_SETTING: 30 = STEP EV1499_STAMPING: M 297 RESET 1971 EV1499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV1499 EV1499 HISTORY - Date Condition Report By EV1499 HISTORY - 1971 MONUMENTED NGS EV1499 EV1499 STATION DESCRIPTION EV1499 EV1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 EV1499'AT LAKE ARROWHEAD. EV1499'AT LAKE ARROWHEAD, AT THE CALIFORNIA STATE FIRE DEPARTMENT EV1499'HEADQUARTERS, CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTH EV1499'END OF THE EAST AND BOTTOM CONCRETE STEP OF A LARGE STAIRWAY EV1499'LEADING WEST FROM THE LOWER PARKING LOT UP TO THE FIRE DEPARTMENT EV1499'UPPER PARKING LOT AND HEADQUARTERS BUILDING. IT IS 123.0 FEET EV1499'SOUTH-SOUTHEAST OF THE CENTER OF STATE HIGHWAY 173, 47.0 FEET EV1499'NORTHEAST OF THE NORTHEAST FACE OF THE HEADQUARTERS BUILDING, EV1499'1.4 FEET NORTH OF THE NORTH BASE OF THE SOUTH ROCK AND CONCRETE EV1499'BULWARK OF THE STAIRWAY AND 0.6 FOOT WEST OF THE EAST EDGE OF THE EV1499'LOWER STEP. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FS0677 *********************************************************************** FS0677 DESIGNATION - M 311 RESET FS0677 PID - FS0677 FS0677 STATE/COUNTY- CA/SAN BERNARDINO FS0677 USGS QUAD - HALLORAN SPRINGS (1983) FS0677 FS0677 *CURRENT SURVEY CONTROL FS0677 ___________________________________________________________________ FS0677* NAD 83(1986)- 35 20 31. (N) 115 57 11. (W) SCALED FS0677* NAVD 88 - 639.59 (+/-2cm) 2098.4 (feet) VERTCON FS0677 ___________________________________________________________________ FS0677 GEOID HEIGHT- -30.13 (meters) GEOID99 FS0677 FS0677 VERT ORDER - THIRD (See Below) FS0677 FS0677.The horizontal coordinates were scaled from a topographic map and have FS0677.an estimated accuracy of +/- 6 seconds. FS0677 FS0677.The NAVD 88 height was computed by applying the VERTCON shift value to FS0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FS0677.The vertical order pertains to the superseded datum. FS0677 FS0677.The geoid height was determined by GEOID99. FS0677 FS0677; North East Units Estimated Accuracy FS0677;SPC CA 5 - 706,220. 2,186,060. MT (+/- 180 meters Scaled) FS0677 FS0677 SUPERSEDED SURVEY CONTROL FS0677 FS0677 NGVD 29 - 638.84 (m) 2095.9 (f) RESET 3 FS0677 FS0677.Superseded values are not recommended for survey control. FS0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FS0677.See file dsdata.txt to determine how the superseded data were derived. FS0677 FS0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV951114(NAD 83) FS0677_MARKER: DB = BENCH MARK DISK FS0677_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND FS0677_STAMPING: M 311 RESET 1958 FS0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FS0677 FS0677 HISTORY - Date Condition Report By FS0677 HISTORY - 1958 MONUMENTED CGS FS0677 HISTORY - 1959 GOOD NGS FS0677 FS0677 STATION DESCRIPTION FS0677 FS0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 FS0677'8.7 MI NE FROM BAKER. FS0677'ABOUT 8.7 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST FS0677'OFFICE, ABOUT 4.0 MILES SOUTHWEST OF THE HALLORAN SPRINGS SERVICE FS0677'STATION, OPPOSITE STATION 461+60, AND 57 FT NORTHWEST OF THE FS0677'CENTERLINE OF THE EXISTING HIGHWAY, AND SET IN THE TOP OF A FS0677'CONCRETE FILLED 10 IN PCC PIPE PROJECTING ABOUT 6 IN ABOVE THE FS0677'GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1642 *********************************************************************** EV1642 DESIGNATION - M 327 EV1642 PID - EV1642 EV1642 STATE/COUNTY- CA/SAN BERNARDINO EV1642 USGS QUAD - APPLE VALLEY SOUTH (1980) EV1642 EV1642 *CURRENT SURVEY CONTROL EV1642 ___________________________________________________________________ EV1642* NAD 83(1986)- 34 25 46. (N) 117 08 36. (W) SCALED EV1642* NAVD 88 - 1043.96 (+/-2cm) 3425.1 (feet) VERTCON EV1642 ___________________________________________________________________ EV1642 GEOID HEIGHT- -31.26 (meters) GEOID99 EV1642 EV1642 VERT ORDER - SECOND CLASS 0 (See Below) EV1642 EV1642.The horizontal coordinates were scaled from a topographic map and have EV1642.an estimated accuracy of +/- 6 seconds. EV1642 EV1642.The NAVD 88 height was computed by applying the VERTCON shift value to EV1642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1642.The vertical order pertains to the superseded datum. EV1642 EV1642.The geoid height was determined by GEOID99. EV1642 EV1642; North East Units Estimated Accuracy EV1642;SPC CA 5 - 603,430. 2,078,740. MT (+/- 180 meters Scaled) EV1642 EV1642 SUPERSEDED SURVEY CONTROL EV1642 EV1642 NGVD 29 - 1043.106 (m) 3422.26 (f) ADJ UNCH 2 0 EV1642 EV1642.Superseded values are not recommended for survey control. EV1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1642.See file dsdata.txt to determine how the superseded data were derived. EV1642 EV1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU868097(NAD 83) EV1642_MARKER: DB = BENCH MARK DISK EV1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV1642_STAMPING: M 327 1935 EV1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV1642+STABILITY: SURFACE MOTION EV1642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EV1642+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002 EV1642 EV1642 HISTORY - Date Condition Report By EV1642 HISTORY - 1935 MONUMENTED CGS EV1642 HISTORY - 1973 GOOD USGS EV1642 HISTORY - 20021120 GOOD USPSQD EV1642 EV1642 STATION DESCRIPTION EV1642 EV1642'DESCRIBED BY US GEOLOGICAL SURVEY 1973 EV1642'9.6 MI SE FROM HESPERIA. EV1642'9.6 MI. ALONG RD. FROM R.R. STATION AT HESPERIA FROM THE JCT. EV1642'OF STATE HIGHWAY 18 AND YUCCA LOMA RD. IN APPLE VALLEY, 1.0 MI. EV1642'EAST ALONG STATE HIGHWAY 1 TO CENTRAL RD., 5.0 MI. SOUTH ALONG EV1642'CENTRAL RD. TO OCOTILLO WAY, 1.5 MI. EAST ALONG OCOTILLO WAY EV1642'TO VALLEY VISTA AVE., 0.2 MI. NE ALONG A TRACK RD., 910 FT. EV1642'E. OF THE CENTERINE OF VALLEY VISTA AVE., 16 FT. S. OF TRACK EV1642'RD., A STANDARD DISK, STAMPED M 327 1935 AND SET IN THE TOP EV1642'OF A CONCRETE POST. EV1642 EV1642 STATION RECOVERY (2002) EV1642 EV1642'RECOVERY NOTE BY US POWER SQUADRON 2002 (WK) EV1642'NEW DESCRIPTION, PRESENT ONE NOT VALID EV1642'FROM SHOPPING CENTER AT NAVAJO RD + BEAR VALLEY RD, APPLE VALLEY, GO EV1642'EA ON BEAR VLY RD FOR 0.9 MI TO 4WAY STOP. TURN SO ON CENTRAL RD FOR EV1642'2.9 MI, TURN EA ON OCOTILLO WAY FOR 1.6 MI (0.15 MI PAST VALLEY VISTA EV1642'AV). THE DISK, STAMPED M327, 1935 AND SET IN CONCRETE POST, IS 275FT EV1642'NO OF CNTRLINE OF OCOTILLO WAY, AT THE CONVERGENCE OF SEVERAL TRACK EV1642'ROADS. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1345 *********************************************************************** EV1345 DESIGNATION - M 522 RESET EV1345 PID - EV1345 EV1345 STATE/COUNTY- CA/SAN BERNARDINO EV1345 USGS QUAD - SAN BERNARDINO NORTH (1996) EV1345 EV1345 *CURRENT SURVEY CONTROL EV1345 ___________________________________________________________________ EV1345* NAD 83(1986)- 34 08 41. (N) 117 15 38. (W) SCALED EV1345* NAVD 88 - 375.42 (+/-2cm) 1231.7 (feet) VERTCON EV1345 ___________________________________________________________________ EV1345 GEOID HEIGHT- -32.46 (meters) GEOID99 EV1345 EV1345 VERT ORDER - THIRD (See Below) EV1345 EV1345.The horizontal coordinates were scaled from a topographic map and have EV1345.an estimated accuracy of +/- 6 seconds. EV1345 EV1345.The NAVD 88 height was computed by applying the VERTCON shift value to EV1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1345.The vertical order pertains to the superseded datum. EV1345 EV1345.The geoid height was determined by GEOID99. EV1345 EV1345; North East Units Estimated Accuracy EV1345;SPC CA 5 - 571,770. 2,068,200. MT (+/- 180 meters Scaled) EV1345 EV1345 SUPERSEDED SURVEY CONTROL EV1345 EV1345 NGVD 29 - 374.63 (m) 1229.1 (f) RESET 3 EV1345 EV1345.Superseded values are not recommended for survey control. EV1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1345.See file dsdata.txt to determine how the superseded data were derived. EV1345 EV1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT759782(NAD 83) EV1345_MARKER: DB = BENCH MARK DISK EV1345_SETTING: 30 = CURB EV1345_STAMPING: M 522 1956 RESET 1967 EV1345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV1345 EV1345 HISTORY - Date Condition Report By EV1345 HISTORY - 1966 MONUMENTED CGS EV1345 EV1345 STATION DESCRIPTION EV1345 EV1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 EV1345'AT SAN BERNARDINO. EV1345'IN THE NORTH PART OF SAN BERNARDINO, ON THE NORTH SIDE OF THE EV1345'CROSS-TOWN FREEWAY, 0.2 MILE SOUTH-SOUTHWEST OF THE INTERSECTION EV1345'OF GOLDEN AVE. AND LYNWOOD DR., 172.0 FEET WEST-NORTHWEST OF THE EV1345'CENTER OF THE T-JUNCTION OF GOLDEN AVE. AND HOLLY VISTA BLVD., EV1345'169.0 FEET EAST-NORTHEAST OF THE CENTER OF THE INTERSECTION EV1345'OF ALAMEDA AVE. AND HOLLY VISTA BLVD., 18.0 FEET NORTH OF THE EV1345'CENTER OF HOLLY VISTA BLVD., 12.0 FEET SOUTH OF THE EAST END OF A EV1345'CONCRETE BLOCK RETAINING WALL, AND CEMENTED IN A DRILL HOLE, EV1345'FLUSH WITH THE SURFACE, IN THE TOP OF THE NORTH CURB OF HOLLY EV1345'VISTA BLVD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV3118 *********************************************************************** EV3118 DESIGNATION - M 524 RESET EV3118 PID - EV3118 EV3118 STATE/COUNTY- CA/SAN BERNARDINO EV3118 USGS QUAD - SAN BERNARDINO SOUTH (1980) EV3118 EV3118 *CURRENT SURVEY CONTROL EV3118 ___________________________________________________________________ EV3118* NAD 83(1986)- 34 05 53. (N) 117 16 43. (W) SCALED EV3118* NAVD 88 - 313.24 (+/-2cm) 1027.7 (feet) VERTCON EV3118 ___________________________________________________________________ EV3118 GEOID HEIGHT- -32.75 (meters) GEOID99 EV3118 EV3118 VERT ORDER - THIRD (See Below) EV3118 EV3118.The horizontal coordinates were scaled from a topographic map and have EV3118.an estimated accuracy of +/- 6 seconds. EV3118 EV3118.The NAVD 88 height was computed by applying the VERTCON shift value to EV3118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV3118.The vertical order pertains to the superseded datum. EV3118 EV3118.The geoid height was determined by GEOID99. EV3118 EV3118; North East Units Estimated Accuracy EV3118;SPC CA 5 - 566,580. 2,066,570. MT (+/- 180 meters Scaled) EV3118 EV3118 SUPERSEDED SURVEY CONTROL EV3118 EV3118 NGVD 29 - 312.49 (m) 1025.2 (f) RESET 3 EV3118 EV3118.Superseded values are not recommended for survey control. EV3118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV3118.See file dsdata.txt to determine how the superseded data were derived. EV3118 EV3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT743730(NAD 83) EV3118_MARKER: DB = BENCH MARK DISK EV3118_SETTING: 30 = CURB EV3118_STAMPING: M 524 RESET 1972 EV3118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV3118 EV3118 HISTORY - Date Condition Report By EV3118 HISTORY - 1972 MONUMENTED NGS EV3118 EV3118 STATION DESCRIPTION EV3118 EV3118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 EV3118'AT SAN BERNARDINO. EV3118'IN THE SOUTHEAST PART OF SAN BERNARDINO, 2.3 MILES NORTH ALONG EV3118'WATERMAN AVENUE FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 10, EV3118'CEMENTED IN A DRILL HOLE IN THE TOP OF THE EAST CONCRETE CURB OF THE EV3118'AVENUE, AT THE WEST FRONTAGE OF PEPPIES TAVERN AT 237 SOUTH EV3118'WATERMAN AVENUE, 43.5 FEET EAST OF THE CENTER OF THE AVENUE, EV3118'32.5 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE TAVERN EV3118'BUILDING, 32.0 FEET SOUTH OF POWERLINE POLE NUMBER 1903860E, 14.5 EV3118'FEET SOUTH OF THE CENTER OF A BLACKTOPPED DRIVEWAY LEADING EAST EV3118'TO THE TAVERN PARKING LOT AND A PRIVATE RESIDENCE, AND 1.8 FEET EV3118'NORTHWEST OF A MAILBOX POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1561 *********************************************************************** EV1561 DESIGNATION - M 737 RESET EV1561 PID - EV1561 EV1561 STATE/COUNTY- CA/SAN BERNARDINO EV1561 USGS QUAD - KELLER PEAK (1996) EV1561 EV1561 *CURRENT SURVEY CONTROL EV1561 ___________________________________________________________________ EV1561* NAD 83(1986)- 34 14 44. (N) 117 01 22. (W) SCALED EV1561* NAVD 88 - 2164.64 (+/-2cm) 7101.8 (feet) VERTCON EV1561 ___________________________________________________________________ EV1561 GEOID HEIGHT- -30.41 (meters) GEOID99 EV1561 EV1561 VERT ORDER - THIRD (See Below) EV1561 EV1561.The horizontal coordinates were scaled from a topographic map and have EV1561.an estimated accuracy of +/- 6 seconds. EV1561 EV1561.The NAVD 88 height was computed by applying the VERTCON shift value to EV1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1561.The vertical order pertains to the superseded datum. EV1561 EV1561.The geoid height was determined by GEOID99. EV1561 EV1561; North East Units Estimated Accuracy EV1561;SPC CA 5 - 583,140. 2,090,020. MT (+/- 180 meters Scaled) EV1561 EV1561 SUPERSEDED SURVEY CONTROL EV1561 EV1561 NGVD 29 - 2163.52 (m) 7098.1 (f) RESET 3 EV1561 EV1561.Superseded values are not recommended for survey control. EV1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1561.See file dsdata.txt to determine how the superseded data were derived. EV1561 EV1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT979893(NAD 83) EV1561_MARKER: DB = BENCH MARK DISK EV1561_SETTING: 30 = CONCRETE WALL EV1561_STAMPING: M 737 RESET 1962 EV1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV1561 EV1561 HISTORY - Date Condition Report By EV1561 HISTORY - 1962 MONUMENTED CADH EV1561 EV1561 STATION DESCRIPTION EV1561 EV1561'DESCRIBED BY CA DIV OF HIGHWAYS 1962 EV1561'6.7 MI NE FROM ARROWBEAR LAKE. EV1561'ALONG STATE HIGHWAY NO. 18 (RIM OF THE WORLD DRIVE), 6.7 MILES EV1561'NORTHEAST OF EMERALD INN AT ARROWBEAR LAKE, 1.5 MILES NORTHEAST EV1561'OF THE JUNCTION OF DRIVE TO THE LAKEVIEW POINT HIGHWAY MAINTENANCE EV1561'STATION, 3.9 MILES SOUTHWEST OF BIG BEAR LAKE DAM, OPPOSITE EV1561'HIGHWAY STATION 462+50, 32.5 FEET NORTH OF CENTER OF PAVEMENT, 2.5 EV1561'FEET BELOW LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE EV1561'DROP INLET WALL. ELEVATION AT HIGH POINT ON DISK MIDWAY BETWEEN EV1561'STAMPED LETTERS M AND R. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FS0675 *********************************************************************** FS0675 DESIGNATION - N 311 RESET FS0675 PID - FS0675 FS0675 STATE/COUNTY- CA/SAN BERNARDINO FS0675 USGS QUAD - HALLORAN SPRINGS (1983) FS0675 FS0675 *CURRENT SURVEY CONTROL FS0675 ___________________________________________________________________ FS0675* NAD 83(1986)- 35 19 29. (N) 115 58 51. (W) SCALED FS0675* NAVD 88 - 529.77 (+/-2cm) 1738.1 (feet) VERTCON FS0675 ___________________________________________________________________ FS0675 GEOID HEIGHT- -30.31 (meters) GEOID99 FS0675 FS0675 VERT ORDER - THIRD (See Below) FS0675 FS0675.The horizontal coordinates were scaled from a topographic map and have FS0675.an estimated accuracy of +/- 6 seconds. FS0675 FS0675.The NAVD 88 height was computed by applying the VERTCON shift value to FS0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FS0675.The vertical order pertains to the superseded datum. FS0675 FS0675.The geoid height was determined by GEOID99. FS0675 FS0675; North East Units Estimated Accuracy FS0675;SPC CA 5 - 704,260. 2,183,580. MT (+/- 180 meters Scaled) FS0675 FS0675 SUPERSEDED SURVEY CONTROL FS0675 FS0675 NGVD 29 - 529.04 (m) 1735.7 (f) RESET 3 FS0675 FS0675.Superseded values are not recommended for survey control. FS0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FS0675.See file dsdata.txt to determine how the superseded data were derived. FS0675 FS0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV926095(NAD 83) FS0675_MARKER: DB = BENCH MARK DISK FS0675_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND FS0675_STAMPING: N 311 RESET 1958 FS0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FS0675 FS0675 HISTORY - Date Condition Report By FS0675 HISTORY - 1958 MONUMENTED CGS FS0675 HISTORY - 1959 GOOD NGS FS0675 HISTORY - 1979 GOOD USGS FS0675 FS0675 STATION DESCRIPTION FS0675 FS0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 FS0675'6.8 MI NE FROM BAKER. FS0675'ABOUT 6.8 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST FS0675'OFFICE, ABOUT 1.2 MILES NORTHEAST OF BRIDGE NO. 54-283, OPPOSITE FS0675'STATION 356+00 AND 61 FT NORTHWEST OF THE CENTERLINE OF THE FS0675'EXISTING HIGHWAY, AND SET IN THE TOP OF A CONCRETE FILLED 10 IN FS0675'PCC PIPE PROJECTING ABOUT 6 IN ABOVE THE GROUND SURFACE. A 2 FS0675'IN X 2 IN WHITE POST WAS SET NEARBY. FS0675 FS0675 STATION RECOVERY (1979) FS0675 FS0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 FS0675'ABOUT 5.3 MILES NORTHEAST ALONG I-15 FROM THE POST OFFICE AT BAKER, FS0675'ABOUT 1.2 MILES NORTHEAST OF BRIDGE NO 54-283, 0.05 MILES NORTHEAST FS0675'OF MILEPOST 143+42, AND 55 FT. NORTHWEST OF THE CENTERLINE OF THE FS0675'NORTHBOUND LANE AND 60 FT. SOUTHEAST OF THE SOUTHBOUND LANE, AND SET FS0675'IN THE TOP OF A CONCRETE FILLED 10 IN. PCC PIPE PROJECTING ABOUT 6 FS0675'IN. ABOVE THE GROUND SURFACE, AND 1.5 FT. SOUTHWEST OF A STEEL SURVEY FS0675'MARKER SIGN. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1335 *********************************************************************** EV1335 DESIGNATION - N 522 RESET EV1335 PID - EV1335 EV1335 STATE/COUNTY- CA/SAN BERNARDINO EV1335 USGS QUAD - SAN BERNARDINO NORTH (1996) EV1335 EV1335 *CURRENT SURVEY CONTROL EV1335 ___________________________________________________________________ EV1335* NAD 83(1986)- 34 08 42. (N) 117 16 06. (W) SCALED EV1335* NAVD 88 - 376.17 (+/-2cm) 1234.2 (feet) VERTCON EV1335 ___________________________________________________________________ EV1335 GEOID HEIGHT- -32.48 (meters) GEOID99 EV1335 EV1335 VERT ORDER - THIRD (See Below) EV1335 EV1335.The horizontal coordinates were scaled from a topographic map and have EV1335.an estimated accuracy of +/- 6 seconds. EV1335 EV1335.The NAVD 88 height was computed by applying the VERTCON shift value to EV1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1335.The vertical order pertains to the superseded datum. EV1335 EV1335.The geoid height was determined by GEOID99. EV1335 EV1335; North East Units Estimated Accuracy EV1335;SPC CA 5 - 571,790. 2,067,480. MT (+/- 180 meters Scaled) EV1335 EV1335 SUPERSEDED SURVEY CONTROL EV1335 EV1335 NGVD 29 - 375.38 (m) 1231.6 (f) RESET 3 EV1335 EV1335.Superseded values are not recommended for survey control. EV1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1335.See file dsdata.txt to determine how the superseded data were derived. EV1335 EV1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT752782(NAD 83) EV1335_MARKER: DB = BENCH MARK DISK EV1335_SETTING: 30 = CURB EV1335_STAMPING: N 522 1956 RESET 1966 EV1335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV1335 EV1335 HISTORY - Date Condition Report By EV1335 HISTORY - 1966 MONUMENTED CGS EV1335 EV1335 STATION DESCRIPTION EV1335 EV1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 EV1335'AT SAN BERNARDINO. EV1335'IN THE NORTH PART OF SAN BERNARDINO, ON THE NORTH SIDE OF THE EV1335'CROSS-TOWN FREEWAY, IN THE SOUTHWEST QUADRANT OF 700 E. EV1335'MOCKINGBIRD LN. AND 3000 N. SAN GABRIEL ST., 0.1 MILE EAST OF EV1335'THE INTERSECTION OF MOCKINGBIRD LN. AND VALENCIA AVE., 0.1 EV1335'MILE SOUTH OF THE INTERSECTION OF SAN GABRIEL ST. AND LYNWOOD EV1335'DR., 39.0 FEET WEST OF THE CENTER OF SAN GABRIEL ST., 18.5 EV1335'FEET SOUTH OF THE CENTER OF MOCKINGBIRD LN., 6.0 FEET WEST EV1335'OF A FIRE HYDRANT, AND 6.0 FEET NORTHWEST OF A GALVANIZED PIPE EV1335'STREET SIGN STANDARD. THE BENCH MARK DISK IS CEMENTED IN A EV1335'DRILL HOLE, FLUSH WITH THE SURFACE, IN THE TOP OF THE SOUTH EV1335'CURB OF MOCKINGBIRD LN. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV9354 *********************************************************************** EV9354 DESIGNATION - N 535 RESET EV9354 PID - EV9354 EV9354 STATE/COUNTY- CA/SAN BERNARDINO EV9354 USGS QUAD - BIG BEAR LAKE (1996) EV9354 EV9354 *CURRENT SURVEY CONTROL EV9354 ___________________________________________________________________ EV9354* NAD 83(1986)- 34 14 36. (N) 116 54 06. (W) SCALED EV9354* NAVD 88 - 2071.55 (+/-2cm) 6796.4 (feet) VERTCON EV9354 ___________________________________________________________________ EV9354 GEOID HEIGHT- -29.87 (meters) GEOID99 EV9354 EV9354 VERT ORDER - THIRD (See Below) EV9354 EV9354.The horizontal coordinates were scaled from a topographic map and have EV9354.an estimated accuracy of +/- 6 seconds. EV9354 EV9354.The NAVD 88 height was computed by applying the VERTCON shift value to EV9354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV9354.The vertical order pertains to the superseded datum. EV9354 EV9354.The geoid height was determined by GEOID99. EV9354 EV9354; North East Units Estimated Accuracy EV9354;SPC CA 5 - 583,010. 2,101,170. MT (+/- 180 meters Scaled) EV9354 EV9354 SUPERSEDED SURVEY CONTROL EV9354 EV9354 NGVD 29 - 2070.48 (m) 6792.9 (f) RESET 3 EV9354 EV9354.Superseded values are not recommended for survey control. EV9354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV9354.See file dsdata.txt to determine how the superseded data were derived. EV9354 EV9354_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT090891(NAD 83) EV9354_MARKER: DD = SURVEY DISK EV9354_SETTING: 31 = FIRE PLUG BASE EV9354_STAMPING: N 535 RESET 1991 EV9354_MARK LOGO: CADT EV9354_MAGNETIC: N = NO MAGNETIC MATERIAL EV9354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV9354 EV9354 HISTORY - Date Condition Report By EV9354 HISTORY - 1991 MONUMENTED CADT EV9354 EV9354 STATION DESCRIPTION EV9354 EV9354'DESCRIBED BY CALTRANS 1991 EV9354'0.55 MILES (0.89 KM) EASTERLY ALONG ROUTE 18 FROM POST OFFICE TO THE EV9354'T-INTERSECTION AT JEFFERIES ROAD, SOUTHERLY OF THE CENTERLINE OF BIG EV9354'BEAR BOULEVARD, 6.20 FEET (1.89 M) NORTHERLY TO POWER POLE NUMBER CIT EV9354'35743, 131.67 FEET (40.13 M) NORTHERLY TO THE SOUTHEAST CORNER OF EV9354'BAFERY AND PIZZERIA, 183.40 FEET (55.90 M) NORTHEASTERLY TO THE EV9354'SOUTHWEST CORNER OF GRIZZLY MANOR CAFE, 136.57 FEET (41.63 M) EV9354'EASTERLY TO THE NORTHEAST CORNER OF BIG BEAR MIDDLE SCHOOL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1678 *********************************************************************** EV1678 DESIGNATION - P 353 RESET EV1678 PID - EV1678 EV1678 STATE/COUNTY- CA/SAN BERNARDINO EV1678 USGS QUAD - CAJON (1996) EV1678 EV1678 *CURRENT SURVEY CONTROL EV1678 ___________________________________________________________________ EV1678* NAD 83(1992)- 34 15 11.85359(N) 117 28 07.55858(W) ADJUSTED EV1678* NAVD 88 - 784.00 (+/-2cm) 2572.2 (feet) VERTCON EV1678 ___________________________________________________________________ EV1678 EPOCH DATE - 1991.35 EV1678 LAPLACE CORR- -4.49 (seconds) DEFLEC99 EV1678 GEOID HEIGHT- -31.86 (meters) GEOID99 EV1678 EV1678 HORZ ORDER - FIRST EV1678 VERT ORDER - THIRD (See Below) EV1678 EV1678.The horizontal coordinates were established by classical geodetic methods EV1678.and adjusted by the National Geodetic Survey in June 1996. EV1678.The horizontal coordinates are valid at the epoch date displayed above. EV1678.The epoch date for horizontal control is a decimal equivalence EV1678.of Year/Month/Day. EV1678 EV1678.The NAVD 88 height was computed by applying the VERTCON shift value to EV1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1678.The vertical order pertains to the superseded datum. EV1678 EV1678.The Laplace correction was computed from DEFLEC99 derived deflections. EV1678 EV1678.The geoid height was determined by GEOID99. EV1678 EV1678; North East Units Scale Converg. EV1678;SPC CA 5 - 583,688.383 2,048,929.562 MT 0.99995962 +0 18 10.1 EV1678;SPC CA 5 - 1,914,984.30 6,722,196.40 sFT 0.99995962 +0 18 10.1 EV1678;UTM 11 - 3,790,340.524 456,839.185 MT 0.99962296 -0 15 49.9 EV1678 EV1678 SUPERSEDED SURVEY CONTROL EV1678 EV1678 NAD 83(1986)- 34 15 11.85454(N) 117 28 07.56260(W) AD(1984.00) 1 EV1678 NGVD 29 - 783.19 (m) 2569.5 (f) RESET 3 EV1678 EV1678.Superseded values are not recommended for survey control. EV1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1678.See file dsdata.txt to determine how the superseded data were derived. EV1678 EV1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT5683990341(NAD 83) EV1678_MARKER: DB = BENCH MARK DISK EV1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV1678_STAMPING: P 353 1949 RESET 1966 EV1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV1678+STABILITY: SURFACE MOTION EV1678 EV1678 HISTORY - Date Condition Report By EV1678 HISTORY - 1966 MONUMENTED CGS EV1678 EV1678 STATION DESCRIPTION EV1678 EV1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 EV1678'0.1 MI W FROM KEENBROOK. EV1678'0.1 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE EV1678'RAILWAY FROM THE KEENBROOK SIGN AT KEENBROOK SIDING, THENCE 752 EV1678'FEET SOUTH ACROSS COUNTRY, 151 FEET SOUTH-SOUTHWEST OF A FENCE, EV1678'148 FEET NORTH-NORTHEAST OF A FENCE, 56 FEET SOUTH OF A FENCE EV1678'CORNER, 14 FEET EAST-SOUTHEAST OF THE CENTER OF A TRACK ROAD, EV1678'3.9 FEET SOUTHEAST OF A WOODEN WITNESS POST AND SET IN THE TOP EV1678'OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE EV1678'THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV9352 *********************************************************************** EV9352 DESIGNATION - P 525 RESET EV9352 PID - EV9352 EV9352 STATE/COUNTY- CA/SAN BERNARDINO EV9352 USGS QUAD - FOREST FALLS (1996) EV9352 EV9352 *CURRENT SURVEY CONTROL EV9352 ___________________________________________________________________ EV9352* NAD 83(1986)- 34 06 09. (N) 117 00 00. (W) SCALED EV9352* NAVD 88 - 1130.02 (+/-2cm) 3707.4 (feet) VERTCON EV9352 ___________________________________________________________________ EV9352 GEOID HEIGHT- -31.00 (meters) GEOID99 EV9352 EV9352 VERT ORDER - THIRD (See Below) EV9352 EV9352.The horizontal coordinates were scaled from a topographic map and have EV9352.an estimated accuracy of +/- 6 seconds. EV9352 EV9352.The NAVD 88 height was computed by applying the VERTCON shift value to EV9352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV9352.The vertical order pertains to the superseded datum. EV9352 EV9352.The geoid height was determined by GEOID99. EV9352 EV9352; North East Units Estimated Accuracy EV9352;SPC CA 5 - 567,290. 2,092,270. MT (+/- 180 meters Scaled) EV9352 EV9352 SUPERSEDED SURVEY CONTROL EV9352 EV9352 NGVD 29 - 1129.09 (m) 3704.4 (f) RESET 3 EV9352 EV9352.Superseded values are not recommended for survey control. EV9352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV9352.See file dsdata.txt to determine how the superseded data were derived. EV9352 EV9352_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT000735(NAD 83) EV9352_MARKER: DV = VERTICAL CONTROL DISK EV9352_SETTING: 32 = BRIDGE HEADWALL EV9352_STAMPING: P 525 RESET 1975 EV9352_MARK LOGO: NGS EV9352_MAGNETIC: N = NO MAGNETIC MATERIAL EV9352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV9352+STABILITY: SURFACE MOTION EV9352 EV9352 HISTORY - Date Condition Report By EV9352 HISTORY - 1975 MONUMENTED NGS EV9352 EV9352 STATION DESCRIPTION EV9352 EV9352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 EV9352'8.1 MILES (13.0 KM) SOUTH ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF EV9352'MILL CREEK ROAD IN CAMP ANGELUS, 195 FEET (59.4 M) EAST OF THE EV9352'MOUNTAIN VILLAGE CORNER STORE AND FILLING STATION, 11.0 FEET (3.4 M) EV9352'NORTH OF THE CENTER OF THE PRESENT STATE HIGHWAY 38, 10.0 FEET (3.0 EV9352'M) WEST OF THE CENTER OF A CREEK, 3.0 FEET (0.9 M) SOUTH OF THE SOUTH EV9352'EDGE OF A WOODEN FOOT BRIDGE SPANNING THE CREEK, 0.4 FOOT (12.2 CM) EV9352'NORTH OF THE NORTH HIGHWAY GUARD RAIL, IN THE TOP OF THE NORTHWEST EV9352'HEADWALL AT THE WEST END OF THE CONCRETE BRIDGE, NUMBER 54-45. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV9356 *********************************************************************** EV9356 DESIGNATION - Q 2 RESET EV9356 PID - EV9356 EV9356 STATE/COUNTY- CA/SAN BERNARDINO EV9356 USGS QUAD - VICTORVILLE (1993) EV9356 EV9356 *CURRENT SURVEY CONTROL EV9356 ___________________________________________________________________ EV9356* NAD 83(1986)- 34 32 10. (N) 117 17 36. (W) SCALED EV9356* NAVD 88 - 828.19 (meters) 2717.2 (feet) RESET EV9356 ___________________________________________________________________ EV9356 GEOID HEIGHT- -31.68 (meters) GEOID99 EV9356 EV9356 VERT ORDER - THIRD EV9356 EV9356.The horizontal coordinates were scaled from a topographic map and have EV9356.an estimated accuracy of +/- 6 seconds. EV9356 EV9356.The orthometric height was computed from unverified reset data. EV9356.No vertical observational check was made to the station. EV9356 EV9356.The geoid height was determined by GEOID99. EV9356 EV9356; North East Units Estimated Accuracy EV9356;SPC CA 5 - 615,160. 2,064,870. MT (+/- 180 meters Scaled) EV9356 EV9356 SUPERSEDED SURVEY CONTROL EV9356 EV9356 NGVD 29 - 827.36 (m) 2714.4 (f) RESET 3 EV9356 EV9356.Superseded values are not recommended for survey control. EV9356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV9356.See file dsdata.txt to determine how the superseded data were derived. EV9356 EV9356_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU730216(NAD 83) EV9356_MARKER: DV = VERTICAL CONTROL DISK EV9356_SETTING: 34 = BUILDING WALL EV9356_STAMPING: Q 2 RESET 1988 EV9356_MARK LOGO: NGS EV9356_MAGNETIC: N = NO MAGNETIC MATERIAL EV9356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV9356+STABILITY: SURFACE MOTION EV9356 EV9356 HISTORY - Date Condition Report By EV9356 HISTORY - 1988 MONUMENTED LOCENG EV9356 EV9356 STATION DESCRIPTION EV9356 EV9356'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988 EV9356'IN VICTORVILLE, DIRECTLY ACROSS FROM THE D STREET ATCHISON, TOPEKA, EV9356'AND SANTA FE RAILWAY STATION, AT THE PIONEER MARKET, 3 FEET (0.9 M) EV9356'NORTHEASTERLY OF CURB FACE AT THE SOUTHEASTERLY BCR AT THE EASTERLY EV9356'CORNER OF SIXTH STREET AND D STREET, 46 FEET (14.0 M) SOUTHEASTERLY EV9356'AND 38 FEET (11.6 M) NORTHEASTERLY OF CENTERLINE INTERSECTION OF 6TH EV9356'AND D STREET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV9297 *********************************************************************** EV9297 DESIGNATION - Q 297 RESET EV9297 PID - EV9297 EV9297 STATE/COUNTY- CA/SAN BERNARDINO EV9297 USGS QUAD - LAKE ARROWHEAD (1996) EV9297 EV9297 *CURRENT SURVEY CONTROL EV9297 ___________________________________________________________________ EV9297* NAD 83(1986)- 34 16 36. (N) 117 11 13. (W) SCALED EV9297* NAVD 88 - 1573.22 (+/-2cm) 5161.5 (feet) VERTCON EV9297 ___________________________________________________________________ EV9297 GEOID HEIGHT- -31.20 (meters) GEOID99 EV9297 EV9297 VERT ORDER - THIRD (See Below) EV9297 EV9297.The horizontal coordinates were scaled from a topographic map and have EV9297.an estimated accuracy of +/- 6 seconds. EV9297 EV9297.The NAVD 88 height was computed by applying the VERTCON shift value to EV9297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV9297.The vertical order pertains to the superseded datum. EV9297 EV9297.The geoid height was determined by GEOID99. EV9297 EV9297; North East Units Estimated Accuracy EV9297;SPC CA 5 - 586,460. 2,074,870. MT (+/- 180 meters Scaled) EV9297 EV9297 SUPERSEDED SURVEY CONTROL EV9297 EV9297 NGVD 29 - 1572.27 (m) 5158.4 (f) RESET 3 EV9297 EV9297.Superseded values are not recommended for survey control. EV9297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV9297.See file dsdata.txt to determine how the superseded data were derived. EV9297 EV9297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT827928(NAD 83) EV9297_MARKER: DV = VERTICAL CONTROL DISK EV9297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV9297_STAMPING: Q 297 RESET 1981 EV9297_MARK LOGO: NGS EV9297_MAGNETIC: N = NO MAGNETIC MATERIAL EV9297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV9297+STABILITY: SURFACE MOTION EV9297 EV9297 HISTORY - Date Condition Report By EV9297 HISTORY - 1981 MONUMENTED RBNF EV9297 EV9297 STATION DESCRIPTION EV9297 EV9297'DESCRIBED BY RESEARCHED BUT NOT FOUND 1981 EV9297'ABOUT 4.7 MILES (7.6 KM) NORTHEAST ALONG STATE HIGHWAY 2 FROM THE EV9297'RAVEN HOTEL IN LAKE ARROWHEAD, 0.1 MILE (0.2 KM) WEST OF A T-JUNCTION EV9297'OF STATE HIGHWAY 173 AND ARBON LANE, 210 FEET (64.0 M) NORTHEAST OF EV9297'ARBON LANE AND INNSBRUCK DRIVE, 15.5 FEET (4.7 M) NORTH OF THE EV9297'CENTERLINE OF ARBON LANE, 19.5 FEET (5.9 M) NORTH-NORTHEAST OF THE EV9297'CENTER OF AN IRON MANHOLE COVER, 13 FEET (4.0 M) SOUTHWEST OF A 2.5 EV9297'FEET (0.8 M) IN DIAMETER PINE TREE, 2.0 FEET (0.6 M) WEST OF A METAL EV9297'WITNESS POST WITH SIGN, 2.0 FEET (0.6 M) EAST OF A POWER CABLE POLE EV9297'NUMBER 1884770E AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE EV9297'SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FT0061 *********************************************************************** FT0061 DESIGNATION - Q 311 RESET FT0061 PID - FT0061 FT0061 STATE/COUNTY- CA/SAN BERNARDINO FT0061 USGS QUAD - BAKER (1983) FT0061 FT0061 *CURRENT SURVEY CONTROL FT0061 ___________________________________________________________________ FT0061* NAD 83(1986)- 35 17 15. (N) 116 02 16. (W) SCALED FT0061* NAVD 88 - 350.17 (+/-2cm) 1148.8 (feet) VERTCON FT0061 ___________________________________________________________________ FT0061 GEOID HEIGHT- -30.60 (meters) GEOID99 FT0061 FT0061 VERT ORDER - THIRD (See Below) FT0061 FT0061.The horizontal coordinates were scaled from a topographic map and have FT0061.an estimated accuracy of +/- 6 seconds. FT0061 FT0061.The NAVD 88 height was computed by applying the VERTCON shift value to FT0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FT0061.The vertical order pertains to the superseded datum. FT0061 FT0061.The geoid height was determined by GEOID99. FT0061 FT0061; North East Units Estimated Accuracy FT0061;SPC CA 5 - 700,030. 2,178,480. MT (+/- 180 meters Scaled) FT0061 FT0061 SUPERSEDED SURVEY CONTROL FT0061 FT0061 NGVD 29 - 349.49 (m) 1146.6 (f) RESET 3 FT0061 FT0061.Superseded values are not recommended for survey control. FT0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT0061.See file dsdata.txt to determine how the superseded data were derived. FT0061 FT0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV874053(NAD 83) FT0061_MARKER: DD = SURVEY DISK FT0061_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND FT0061_STAMPING: Q 311 RESET 1958 FT0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FT0061 FT0061 HISTORY - Date Condition Report By FT0061 HISTORY - 1958 MONUMENTED CADH FT0061 HISTORY - 1959 GOOD NGS FT0061 HISTORY - 1979 GOOD USGS FT0061 FT0061 STATION DESCRIPTION FT0061 FT0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 FT0061'2.7 MI NE FROM BAKER. FT0061'ABOUT 2.7 MILES NORTHEAST ALONG U.S. HIGHWAY 91 FROM THE POST FT0061'OFFICE, ABOUT 0.2 MILE NORTHEAST OF BRIDGE NO. 54-282, OPPOSITE FT0061'STATION 144+00, AND 55 FT NORTHWEST OF THE CENTERLINE OF THE FT0061'EXISTING HIGHWAY, AND SET IN THE TOP OF A CONCRETE FILLED 10 IN FT0061'PCC PIPE PROJECTING ABOUT 6 IN ABOVE THE GROUND SURFACE. FT0061 FT0061 STATION RECOVERY (1979) FT0061 FT0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 FT0061'FROM THE POST OFFICE IN BAKER, CA. GO 1.0 MILES NE ON BAKER BLVD. TO FT0061'I-15. PROCEED NE ON I-15 FOR 0.4 MILES TO BM BETWEEN FREEWAY LANES. FT0061'BM IS 68 FT SE OF WEST BOUND LANE AND 52 FT NW OF EAST BOUND LANE AND FT0061'IN CENTER OF BUSHES. IT IS SET IN THE TOP OF A CONCRETE FILLED 10 FT0061'INCH PCC PIPE PROJECTING ABOUT 6 INCHES ABOVE THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH2572 *********************************************************************** AH2572 DESIGNATION - Q 527 RESET AH2572 PID - AH2572 AH2572 STATE/COUNTY- CA/SAN BERNARDINO AH2572 USGS QUAD - SAN BERNARDINO SOUTH (1980) AH2572 AH2572 *CURRENT SURVEY CONTROL AH2572 ___________________________________________________________________ AH2572* NAD 83(1986)- 34 04 06. (N) 117 17 39. (W) SCALED AH2572* NAVD 88 - 298.74 (+/-2cm) 980.1 (feet) VERTCON AH2572 ___________________________________________________________________ AH2572 GEOID HEIGHT- -32.84 (meters) GEOID99 AH2572 AH2572 VERT ORDER - THIRD (See Below) AH2572 AH2572.The horizontal coordinates were scaled from a topographic map and have AH2572.an estimated accuracy of +/- 6 seconds. AH2572 AH2572.The NAVD 88 height was computed by applying the VERTCON shift value to AH2572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH2572.The vertical order pertains to the superseded datum. AH2572 AH2572.The geoid height was determined by GEOID99. AH2572 AH2572; North East Units Estimated Accuracy AH2572;SPC CA 5 - 563,270. 2,065,160. MT (+/- 180 meters Scaled) AH2572 AH2572 SUPERSEDED SURVEY CONTROL AH2572 AH2572 NGVD 29 - 297.95 (m) 977.5 (f) RESET 3 AH2572 AH2572.Superseded values are not recommended for survey control. AH2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH2572.See file dsdata.txt to determine how the superseded data were derived. AH2572 AH2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT728697(NAD 83) AH2572_MARKER: DV = VERTICAL CONTROL DISK AH2572_SETTING: 31 = CURB AH2572_STAMPING: Q 527 RESET 1976 AH2572_MARK LOGO: NGS AH2572_PROJECTION: FLUSH AH2572_MAGNETIC: N = NO MAGNETIC MATERIAL AH2572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AH2572 AH2572 HISTORY - Date Condition Report By AH2572 HISTORY - 1976 MONUMENTED NGS AH2572 AH2572 STATION DESCRIPTION AH2572 AH2572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 AH2572'0.25 MILE (0.40 KM) SOUTH OF THE SAN BERNARDINO POST OFFICE, ABOUT 500 AH2572'FEET (152.4 M) NORTH OF THE CENTER OF THE SANTA ANA RIVER, 1/4 MILE AH2572'NORTH NORTHEAST OF THE INTERSTATE HIGHWAY 5 AND 10 INTERCHANGE, 30.0 AH2572'FEET (9.1 M) WEST OF CENTERLINE OF E STREET, 85.0 FEET (25.9 M) NORTH AH2572'OF CENTERLINE OF FAIRWAY DRIVE, 7.5 FEET (2.3 M) NORTHEAST OF AH2572'TELEPHONE CABLE POLE NO 76821, 13.0 FEET (4.0 M) NORTH OF THE CENTER AH2572'OF A SEWER MAN HOLE IN THE SOUTHBOUND TRAFFIC LANE OF THE STREET. A AH2572'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE WEST CURB OF E STREET, AH2572'IN THE NORTHWEST CORNER OF THE T-INTERSECTION OF THE STREET AND AH2572'FAIRWAY DRIVE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV0546 *********************************************************************** EV0546 DESIGNATION - R 525 RESET EV0546 PID - EV0546 EV0546 STATE/COUNTY- CA/SAN BERNARDINO EV0546 USGS QUAD - FOREST FALLS (1996) EV0546 EV0546 *CURRENT SURVEY CONTROL EV0546 ___________________________________________________________________ EV0546* NAD 83(1986)- 34 05 52. (N) 116 58 04. (W) SCALED EV0546* NAVD 88 - 1309.52 (+/-2cm) 4296.3 (feet) VERTCON EV0546 ___________________________________________________________________ EV0546 GEOID HEIGHT- -30.73 (meters) GEOID99 EV0546 EV0546 VERT ORDER - THIRD (See Below) EV0546 EV0546.The horizontal coordinates were scaled from a topographic map and have EV0546.an estimated accuracy of +/- 6 seconds. EV0546 EV0546.The NAVD 88 height was computed by applying the VERTCON shift value to EV0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV0546.The vertical order pertains to the superseded datum. EV0546 EV0546.The geoid height was determined by GEOID99. EV0546 EV0546; North East Units Estimated Accuracy EV0546;SPC CA 5 - 566,800. 2,095,250. MT (+/- 180 meters Scaled) EV0546 EV0546 SUPERSEDED SURVEY CONTROL EV0546 EV0546 NGVD 29 - 1308.51 (m) 4293.0 (f) RESET 3 EV0546 EV0546.Superseded values are not recommended for survey control. EV0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV0546.See file dsdata.txt to determine how the superseded data were derived. EV0546 EV0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT029729(NAD 83) EV0546_MARKER: DD = SURVEY DISK EV0546_SETTING: 30 = CULVERT EV0546_STAMPING: R 525 RESET 1967 EV0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV0546 EV0546 HISTORY - Date Condition Report By EV0546 HISTORY - 1967 MONUMENTED CADH EV0546 HISTORY - 1970 GOOD USGS EV0546 EV0546 STATION DESCRIPTION EV0546 EV0546'DESCRIBED BY CA DIV OF HIGHWAYS 1967 EV0546'10.8 MI NE FROM MENTONE. EV0546'10.8 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE POST OFFICE EV0546'AT MENTONE, 6.1 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE EV0546'JUNCTION OF MILL CREEK ROAD AT CAMP ANGELUS, 18 FEET NORTH OF EV0546'THE CENTER LINE OF THE HIGHWAY, 39 FEET WEST OF POWER LINE POLE EV0546'CWT57187, 1 FOOT WEST OF THE EAST END, AND IN THE TOP OF THE EV0546'NORTH HEADWALL OF A 6 FT X 10 FT CONCRETE BOX CULVERT AND ABOUT EV0546'1 FOOT HIGHER THAN THE HIGHWAY. EV0546 EV0546 STATION RECOVERY (1970) EV0546 EV0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 EV0546'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV0330 *********************************************************************** EV0330 DESIGNATION - S 698 RESET EV0330 PID - EV0330 EV0330 STATE/COUNTY- CA/SAN BERNARDINO EV0330 USGS QUAD - TWENTYNINE PALMS (1994) EV0330 EV0330 *CURRENT SURVEY CONTROL EV0330 ___________________________________________________________________ EV0330* NAD 83(1986)- 34 12 28. (N) 116 02 44. (W) SCALED EV0330* NAVD 88 - 539.70 (+/-2cm) 1770.7 (feet) VERTCON EV0330 ___________________________________________________________________ EV0330 GEOID HEIGHT- -31.73 (meters) GEOID99 EV0330 EV0330 VERT ORDER - THIRD (See Below) EV0330 EV0330.The horizontal coordinates were scaled from a topographic map and have EV0330.an estimated accuracy of +/- 6 seconds. EV0330 EV0330.The NAVD 88 height was computed by applying the VERTCON shift value to EV0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV0330.The vertical order pertains to the superseded datum. EV0330 EV0330.The geoid height was determined by GEOID99. EV0330 EV0330; North East Units Estimated Accuracy EV0330;SPC CA 5 - 580,260. 2,180,100. MT (+/- 180 meters Scaled) EV0330 EV0330 SUPERSEDED SURVEY CONTROL EV0330 EV0330 NGVD 29 - 539.00 (m) 1768.4 (f) RESET 3 EV0330 EV0330.Superseded values are not recommended for survey control. EV0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV0330.See file dsdata.txt to determine how the superseded data were derived. EV0330 EV0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT879856(NAD 83) EV0330_MARKER: DB = BENCH MARK DISK EV0330_SETTING: 30 = SIDEWALK EV0330_STAMPING: S 698 RESET 1957 EV0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV0330 EV0330 HISTORY - Date Condition Report By EV0330 HISTORY - 1957 MONUMENTED DOD EV0330 HISTORY - 1967 GOOD NGS EV0330 HISTORY - 1973 MARK NOT FOUND USGS EV0330 EV0330 STATION DESCRIPTION EV0330 EV0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 EV0330'5.4 MI N FROM TWENTYNINE PALMS. EV0330'5.4 MILES NORTH ALONG ADOBE ROAD AT THE ENTRANCE TO THE MARINE EV0330'CORPS BASE, ON A CONCRETE WALK AROUND THE SWIMMING POOL, ABOUT EV0330'450 FEET NORTHWEST OF THE ENTRANCE GATE, ABOUT 90 FEET NORTH EV0330'OF BUILDING 1030, ABOUT 100 FEET EAST OF THE SOUTH EAST ENTRANCE EV0330'TO THE POOL, 2 FEET SOUTH OF THE SOUTH EDGE OF A SMALL WADING EV0330'POOL AND 1.0 FOOT NORTH OF THE SOUTH EDGE OF THE WALKWAY. EV0330 EV0330 STATION RECOVERY (1973) EV0330 EV0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 EV0330'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV3078 *********************************************************************** EV3078 DESIGNATION - T 1149 RESET EV3078 PID - EV3078 EV3078 STATE/COUNTY- CA/SAN BERNARDINO EV3078 USGS QUAD - ONTARIO (1981) EV3078 EV3078 *CURRENT SURVEY CONTROL EV3078 ___________________________________________________________________ EV3078* NAD 83(1986)- 34 06 36. (N) 117 40 50. (W) SCALED EV3078* NAVD 88 - 426.14 (+/-2cm) 1398.1 (feet) VERTCON EV3078 ___________________________________________________________________ EV3078 GEOID HEIGHT- -33.14 (meters) GEOID99 EV3078 EV3078 VERT ORDER - THIRD (See Below) EV3078 EV3078.The horizontal coordinates were scaled from a topographic map and have EV3078.an estimated accuracy of +/- 6 seconds. EV3078 EV3078.The NAVD 88 height was computed by applying the VERTCON shift value to EV3078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV3078.The vertical order pertains to the superseded datum. EV3078 EV3078.The geoid height was determined by GEOID99. EV3078 EV3078; North East Units Estimated Accuracy EV3078;SPC CA 5 - 567,710. 2,029,470. MT (+/- 180 meters Scaled) EV3078 EV3078 SUPERSEDED SURVEY CONTROL EV3078 EV3078 NGVD 29 - 425.35 (m) 1395.5 (f) RESET 3 EV3078 EV3078.Superseded values are not recommended for survey control. EV3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV3078.See file dsdata.txt to determine how the superseded data were derived. EV3078 EV3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT372745(NAD 83) EV3078_MARKER: DB = BENCH MARK DISK EV3078_SETTING: 0 = UNSPECIFIED SETTING EV3078_STAMPING: T 1149 RESET 1974 EV3078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV3078 EV3078 HISTORY - Date Condition Report By EV3078 HISTORY - 1974 MONUMENTED NGS EV3078 EV3078 STATION DESCRIPTION EV3078 EV3078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 EV3078'AT UPLAND. EV3078'AT UPLAND, 0.2 MILE EAST OF THE SOUTHEAST ENTRANCE TO CABLE EV3078'AIRPORT, CEMENTED IN A DRILL HOLE 0.8 FOOT EAST OF THE WEST END EV3078'OF THE CURB RETURN IN THE SOUTHWEST QUADRANT OF THE CROSSROAD EV3078'INTERSECTION OF BENSON AVENUE AND 13TH STREET, 48.5 FEET WEST EV3078'OF THE CENTER OF THE AVENUE, 28.5 FEET SOUTH OF CONCRETE AND EV3078'GRANITE STREET LIGHT POLE NUMBER 173399E WHICH PROJECTS FROM EV3078'THE EAST END OF THE MEDIAN IN THE CENTER OF 13TH STREET, AND EV3078'2.0 FEET EAST OF A STOP SIGN STANDARD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1362 *********************************************************************** EV1362 DESIGNATION - T 524 RESET EV1362 PID - EV1362 EV1362 STATE/COUNTY- CA/SAN BERNARDINO EV1362 USGS QUAD - SAN BERNARDINO NORTH (1996) EV1362 EV1362 *CURRENT SURVEY CONTROL EV1362 ___________________________________________________________________ EV1362* NAD 83(1986)- 34 08 08. (N) 117 16 42. (W) SCALED EV1362* NAVD 88 - 357.99 (+/-2cm) 1174.5 (feet) VERTCON EV1362 ___________________________________________________________________ EV1362 GEOID HEIGHT- -32.57 (meters) GEOID99 EV1362 EV1362 VERT ORDER - THIRD (See Below) EV1362 EV1362.The horizontal coordinates were scaled from a topographic map and have EV1362.an estimated accuracy of +/- 6 seconds. EV1362 EV1362.The NAVD 88 height was computed by applying the VERTCON shift value to EV1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1362.The vertical order pertains to the superseded datum. EV1362 EV1362.The geoid height was determined by GEOID99. EV1362 EV1362; North East Units Estimated Accuracy EV1362;SPC CA 5 - 570,740. 2,066,560. MT (+/- 180 meters Scaled) EV1362 EV1362 SUPERSEDED SURVEY CONTROL EV1362 EV1362 NGVD 29 - 357.21 (m) 1171.9 (f) RESET 3 EV1362 EV1362.Superseded values are not recommended for survey control. EV1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1362.See file dsdata.txt to determine how the superseded data were derived. EV1362 EV1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT743772(NAD 83) EV1362_MARKER: DB = BENCH MARK DISK EV1362_SETTING: 30 = STORM DRAIN EV1362_STAMPING: T 524 RESET 1972 EV1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV1362 EV1362 HISTORY - Date Condition Report By EV1362 HISTORY - 1972 MONUMENTED NGS EV1362 EV1362 STATION DESCRIPTION EV1362 EV1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 EV1362'AT SAN BERNARDINO. EV1362'AT SAN BERNARDINO, IN THE SOUTHWEST QUADRANT OF WATERMAN AND EV1362'HIGHLAND AVENUES, CEMENTED IN A DRILL HOLE IN THE TOP OF THE EV1362'SOUTHEAST CORNER OF A STORM DRAIN, 66.8 FEET SOUTH OF THE SOUTH EV1362'CURB OF HIGHLAND AVENUE, 40.5 FEET EAST OF THE EAST FACE OF A MOBILE EV1362'OIL COMPANY SERVICE STATION BUILDING, 38.0 FEET WEST OF THE CENTER EV1362'OF WATERMAN AVENUE, AND 0.6 FOOT WEST OF THE EAST EDGE OF THE WEST EV1362'CURB ALONG WATERMAN AVENUE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV9350 *********************************************************************** EV9350 DESIGNATION - U 1149 RESET EV9350 PID - EV9350 EV9350 STATE/COUNTY- CA/SAN BERNARDINO EV9350 USGS QUAD - ONTARIO (1981) EV9350 EV9350 *CURRENT SURVEY CONTROL EV9350 ___________________________________________________________________ EV9350* NAD 83(1986)- 34 06 11. (N) 117 41 21. (W) SCALED EV9350* NAVD 88 - 398.29 (+/-2cm) 1306.7 (feet) VERTCON EV9350 ___________________________________________________________________ EV9350 GEOID HEIGHT- -33.23 (meters) GEOID99 EV9350 EV9350 VERT ORDER - THIRD (See Below) EV9350 EV9350.The horizontal coordinates were scaled from a topographic map and have EV9350.an estimated accuracy of +/- 6 seconds. EV9350 EV9350.The NAVD 88 height was computed by applying the VERTCON shift value to EV9350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV9350.The vertical order pertains to the superseded datum. EV9350 EV9350.The geoid height was determined by GEOID99. EV9350 EV9350; North East Units Estimated Accuracy EV9350;SPC CA 5 - 566,940. 2,028,680. MT (+/- 180 meters Scaled) EV9350 EV9350 SUPERSEDED SURVEY CONTROL EV9350 EV9350 NGVD 29 - 397.50 (m) 1304.1 (f) RESET 3 EV9350 EV9350.Superseded values are not recommended for survey control. EV9350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV9350.See file dsdata.txt to determine how the superseded data were derived. EV9350 EV9350_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT364737(NAD 83) EV9350_MARKER: DV = VERTICAL CONTROL DISK EV9350_SETTING: 31 = CURB EV9350_STAMPING: U 1149 RESET 1979 EV9350_MARK LOGO: NGS EV9350_MAGNETIC: N = NO MAGNETIC MATERIAL EV9350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV9350 EV9350 HISTORY - Date Condition Report By EV9350 HISTORY - 1979 MONUMENTED NGS EV9350 EV9350 STATION DESCRIPTION EV9350 EV9350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 EV9350'AT THE JUNCTION OF CENTRAL AVENUE AND 11TH AVENUE IN UPLAND, 255 FEET EV9350'(77.7 M) EAST OF CENTER OF CENTRAL AVENUE, 99 FEET (30.2 M) SOUTHWEST EV9350'OF SOUTHWEST CORNER OF BERRY CONSTRUCTION BUILDING, 23 FEET (7.0 M) EV9350'NORTH OF CENTER OF 11TH AVENUE, 19 FEET (5.8 M) WEST OF CENTER OF EV9350'DRIVEWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1629 *********************************************************************** EV1629 DESIGNATION - U 297 RESET EV1629 PID - EV1629 EV1629 STATE/COUNTY- CA/SAN BERNARDINO EV1629 USGS QUAD - LAKE ARROWHEAD (1996) EV1629 EV1629 *CURRENT SURVEY CONTROL EV1629 ___________________________________________________________________ EV1629* NAD 83(1986)- 34 19 58. (N) 117 13 08. (W) SCALED EV1629* NAVD 88 - 1191.08 (+/-2cm) 3907.7 (feet) VERTCON EV1629 ___________________________________________________________________ EV1629 GEOID HEIGHT- -31.36 (meters) GEOID99 EV1629 EV1629 VERT ORDER - THIRD (See Below) EV1629 EV1629.The horizontal coordinates were scaled from a topographic map and have EV1629.an estimated accuracy of +/- 6 seconds. EV1629 EV1629.The NAVD 88 height was computed by applying the VERTCON shift value to EV1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1629.The vertical order pertains to the superseded datum. EV1629 EV1629.The geoid height was determined by GEOID99. EV1629 EV1629; North East Units Estimated Accuracy EV1629;SPC CA 5 - 592,660. 2,071,880. MT (+/- 180 meters Scaled) EV1629 EV1629 SUPERSEDED SURVEY CONTROL EV1629 EV1629 NGVD 29 - 1190.19 (m) 3904.8 (f) RESET 3 EV1629 EV1629.Superseded values are not recommended for survey control. EV1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1629.See file dsdata.txt to determine how the superseded data were derived. EV1629 EV1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT798990(NAD 83) EV1629_MARKER: DB = BENCH MARK DISK EV1629_SETTING: 0 = UNSPECIFIED SETTING EV1629_STAMPING: U 297 RESET 1971 EV1629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV1629 EV1629 HISTORY - Date Condition Report By EV1629 HISTORY - 1971 MONUMENTED NGS EV1629 EV1629 STATION DESCRIPTION EV1629 EV1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 EV1629'11.1 MI SE FROM HESPERIA. EV1629'12.5 MILES NORTHERLY ALONG STATE HIGHWAY 173 FROM THE STATE EV1629'FIRE DEPARTMENT HEADQUARTERS AT LAKE ARROWHEAD, OR 11.1 MILES EV1629'SOUTHEAST OF THE POST OFFICE AT HESPERIA, CEMENTED IN A DRILL EV1629'HOLE IN THE GRANITE FACE ALONG THE EASTERLY SIDE OF THE HIGHWAY, EV1629'0.25 MILE NORTHEASTERLY OF WOODEN HIGHWAY BRIDGE NUMBER 54-338, EV1629'27.0 FEET NORTH OF A SMALL RAVINE, 9.5 FEET EAST OF THE CENTER EV1629'OF THE HIGHWAY, 3.0 FEET ABOVE THE HIGHWAY BLADED SURFACE, AND EV1629'ABOUT 150 FEET SOUTH OF A POINT WHERE THE ROAD TURN EASTERLY EV1629'AROUND THE END OF A PROMINENT RIDGE. TO REACH THE BENCH MARK EV1629'FROM THE POST OFFICE IN HESPERIA, DRIVE EAST ON MAIN STREET EV1629'FOR 1.75 MILES TO ITS JUNCTION WITH ARROWHEAD LAKE ROAD. KEEP EV1629'RIGHT AND DRIVE SOUTHERLY ON THE ROAD FOR 5.7 MILES TO ITS EV1629'JUNCTION WITH STATE HIGHWAY 173. TURN LEFT ONTO THE HIGHWAY EV1629'AND DRIVE EAST AND NORTHEASTERLY ON THE MACADAM, THENCE BLADED, EV1629'HIGHWAY FOR 2.3 MILES TO AN OBSERVATION POINT ON THE LEFT. EV1629'CONTINUE THE WINDING HIGHWAY FOR 1.1 MILES TO A WOODEN BRIDGE, EV1629'NO. 54-388, IN A TREE FILLED RAVINE. CONTINUE UP HILL FOR 0.25 EV1629'MILE TO THE BENCH MARK ON THE RIGHT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV0511 *********************************************************************** EV0511 DESIGNATION - U 535 RESET EV0511 PID - EV0511 EV0511 STATE/COUNTY- CA/SAN BERNARDINO EV0511 USGS QUAD - BIG BEAR CITY (1996) EV0511 EV0511 *CURRENT SURVEY CONTROL EV0511 ___________________________________________________________________ EV0511* NAD 83(1986)- 34 15 51. (N) 116 51 15. (W) SCALED EV0511* NAVD 88 - 2059.61 (+/-2cm) 6757.2 (feet) VERTCON EV0511 ___________________________________________________________________ EV0511 GEOID HEIGHT- -29.80 (meters) GEOID99 EV0511 EV0511 VERT ORDER - THIRD (See Below) EV0511 EV0511.The horizontal coordinates were scaled from a topographic map and have EV0511.an estimated accuracy of +/- 6 seconds. EV0511 EV0511.The NAVD 88 height was computed by applying the VERTCON shift value to EV0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV0511.The vertical order pertains to the superseded datum. EV0511 EV0511.The geoid height was determined by GEOID99. EV0511 EV0511; North East Units Estimated Accuracy EV0511;SPC CA 5 - 585,370. 2,105,520. MT (+/- 180 meters Scaled) EV0511 EV0511 SUPERSEDED SURVEY CONTROL EV0511 EV0511 NGVD 29 - 2058.53 (m) 6753.7 (f) RESET 3 EV0511 EV0511.Superseded values are not recommended for survey control. EV0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV0511.See file dsdata.txt to determine how the superseded data were derived. EV0511 EV0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT134914(NAD 83) EV0511_MARKER: DB = BENCH MARK DISK EV0511_SETTING: 30 = CONCRETE PAD EV0511_STAMPING: U 535 RESET 1973 EV0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV0511 EV0511 HISTORY - Date Condition Report By EV0511 HISTORY - 1973 MONUMENTED NGS EV0511 EV0511 STATION DESCRIPTION EV0511 EV0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 EV0511'AT BIG BEAR CITY. EV0511'AT BIG BEAR CITY, AT THE NORTH SIDE OF THE BIG BEAR CITY EV0511'BERNARDINO COUNTY AIRPORT, AT THE AIRPORT AIRCRAFT FUEL DEPOT, EV0511'175 FEET SOUTHWEST OF THE NORTH ENTRANCE GATE TO THE AIRPORT, EV0511'CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTHWEST CORNER EV0511'OF A CONCRETE ISLAND THAT SUPPORTS FUEL PUMPS AND PROJECTS 0.9 EV0511'FOOT ABOVE THE CENTER OF A CIRCULAR CONCRETE PAD THAT MEASURES EV0511'44 FEET IN DIAMETER. THE MARK IS 0.3 FOOT NORTHEAST OF THE EV0511'EXTREME SOUTHWEST CORNER OF THE PUMP ISLAND AND 0.25 FOOT EV0511'SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE METAL COVER FOR THE EV0511'FUEL PUMPS. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1319 *********************************************************************** EV1319 DESIGNATION - V 522 RESET EV1319 PID - EV1319 EV1319 STATE/COUNTY- CA/SAN BERNARDINO EV1319 USGS QUAD - SAN BERNARDINO NORTH (1996) EV1319 EV1319 *CURRENT SURVEY CONTROL EV1319 ___________________________________________________________________ EV1319* NAD 83(1986)- 34 08 09. (N) 117 18 10. (W) SCALED EV1319* NAVD 88 - 355.92 (+/-2cm) 1167.7 (feet) VERTCON EV1319 ___________________________________________________________________ EV1319 GEOID HEIGHT- -32.62 (meters) GEOID99 EV1319 EV1319 VERT ORDER - THIRD (See Below) EV1319 EV1319.The horizontal coordinates were scaled from a topographic map and have EV1319.an estimated accuracy of +/- 6 seconds. EV1319 EV1319.The NAVD 88 height was computed by applying the VERTCON shift value to EV1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1319.The vertical order pertains to the superseded datum. EV1319 EV1319.The geoid height was determined by GEOID99. EV1319 EV1319; North East Units Estimated Accuracy EV1319;SPC CA 5 - 570,750. 2,064,310. MT (+/- 180 meters Scaled) EV1319 EV1319 SUPERSEDED SURVEY CONTROL EV1319 EV1319 NGVD 29 - 355.13 (m) 1165.1 (f) RESET 3 EV1319 EV1319.Superseded values are not recommended for survey control. EV1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1319.See file dsdata.txt to determine how the superseded data were derived. EV1319 EV1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT720772(NAD 83) EV1319_MARKER: DB = BENCH MARK DISK EV1319_SETTING: 30 = CURB EV1319_STAMPING: V 522 1956 RESET 1967 EV1319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV1319 EV1319 HISTORY - Date Condition Report By EV1319 HISTORY - 1967 MONUMENTED CGS EV1319 EV1319 STATION DESCRIPTION EV1319 EV1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 EV1319'AT SAN BERNARDINO. EV1319'IN THE NORTHWEST SECTION OF SAN BERNARDINO, IN THE NORTHWEST EV1319'QUADRANT OF THE INTERSECTION OF HIGHLAND AVE. AND H ST., 95.0 EV1319'FEET WEST OF THE CENTER OF H ST., 78.0 FEET SOUTH-SOUTHEAST EV1319'OF THE SOUTHEAST CORNER OF A TEXACO OIL COMPANY BUILDING, 46.5 EV1319'FEET EAST OF A LARGE STEEL STANDARD SUPPORTING A CALIFORNIA EV1319'STATE HIGHWAY FREEWAY DIRECTION SIGN, 27.7 FEET NORTH OF THE EV1319'CENTER OF HIGHLAND AVE., 26.0 FEET WEST OF THE CENTER OF THE EV1319'SOUTHEAST CURB ENTRANCE TO THE TEXACO STATION, AND CEMENTED IN A EV1319'DRILL HOLE, FLUSH WITH THE SURFACE, IN THE NORTH CURB OF EV1319'HIGHLAND AVENUE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV0496 *********************************************************************** EV0496 DESIGNATION - W 296 RESET EV0496 PID - EV0496 EV0496 STATE/COUNTY- CA/SAN BERNARDINO EV0496 USGS QUAD - BIG BEAR LAKE (1996) EV0496 EV0496 *CURRENT SURVEY CONTROL EV0496 ___________________________________________________________________ EV0496* NAD 83(1986)- 34 14 51. (N) 116 59 11. (W) SCALED EV0496* NAVD 88 - 2101.99 (+/-2cm) 6896.3 (feet) VERTCON EV0496 ___________________________________________________________________ EV0496 GEOID HEIGHT- -30.21 (meters) GEOID99 EV0496 EV0496 VERT ORDER - THIRD (See Below) EV0496 EV0496.The horizontal coordinates were scaled from a topographic map and have EV0496.an estimated accuracy of +/- 6 seconds. EV0496 EV0496.The NAVD 88 height was computed by applying the VERTCON shift value to EV0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV0496.The vertical order pertains to the superseded datum. EV0496 EV0496.The geoid height was determined by GEOID99. EV0496 EV0496; North East Units Estimated Accuracy EV0496;SPC CA 5 - 583,390. 2,093,370. MT (+/- 180 meters Scaled) EV0496 EV0496 SUPERSEDED SURVEY CONTROL EV0496 EV0496 NGVD 29 - 2100.88 (m) 6892.6 (f) RESET 3 EV0496 EV0496.Superseded values are not recommended for survey control. EV0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV0496.See file dsdata.txt to determine how the superseded data were derived. EV0496 EV0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT012895(NAD 83) EV0496_MARKER: DB = BENCH MARK DISK EV0496_SETTING: 30 = CULVERT EV0496_STAMPING: W 296 RESET 1962 EV0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV0496 EV0496 HISTORY - Date Condition Report By EV0496 HISTORY - 1962 MONUMENTED CADH EV0496 EV0496 STATION DESCRIPTION EV0496 EV0496'DESCRIBED BY CA DIV OF HIGHWAYS 1962 EV0496'4.3 MI SW FROM FAWNSKIN. EV0496'4.3 MILES SOUTHWEST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE EV0496'AT FAWNSKIN, 0.7 MILE WEST OF BIG BEAR LAKE DAM, OPPOSITE ENGINEERS EV0496'STATION 631+85, 27.0 FEET NORTHEAST OF THE CENTER OF HIGHWAY, EV0496'IN TOP OF A CONCRETE HEADWALL, AND 2.0 FEET ABOVE PAVEMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FS0747 *********************************************************************** FS0747 DESIGNATION - W 310 RESET FS0747 PID - FS0747 FS0747 STATE/COUNTY- CA/SAN BERNARDINO FS0747 USGS QUAD - MINERAL HILL (1983) FS0747 FS0747 *CURRENT SURVEY CONTROL FS0747 ___________________________________________________________________ FS0747* NAD 83(1986)- 35 27 45. (N) 115 28 36. (W) SCALED FS0747* NAVD 88 - 1215.55 (+/-2cm) 3988.0 (feet) VERTCON FS0747 ___________________________________________________________________ FS0747 GEOID HEIGHT- -28.77 (meters) GEOID99 FS0747 FS0747 VERT ORDER - THIRD (See Below) FS0747 FS0747.The horizontal coordinates were scaled from a topographic map and have FS0747.an estimated accuracy of +/- 6 seconds. FS0747 FS0747.The NAVD 88 height was computed by applying the VERTCON shift value to FS0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FS0747.The vertical order pertains to the superseded datum. FS0747 FS0747.The geoid height was determined by GEOID99. FS0747 FS0747; North East Units Estimated Accuracy FS0747;SPC CA 5 - 720,570. 2,229,020. MT (+/- 180 meters Scaled) FS0747 FS0747 SUPERSEDED SURVEY CONTROL FS0747 FS0747 NGVD 29 - 1214.66 (m) 3985.1 (f) RESET 3 FS0747 FS0747.Superseded values are not recommended for survey control. FS0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FS0747.See file dsdata.txt to determine how the superseded data were derived. FS0747 FS0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV382254(NAD 83) FS0747_MARKER: DB = BENCH MARK DISK FS0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FS0747_STAMPING: W 310 RESET 1960 FS0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FS0747+STABILITY: SURFACE MOTION FS0747 FS0747 HISTORY - Date Condition Report By FS0747 HISTORY - 1960 MONUMENTED CADH FS0747 HISTORY - 1980 GOOD USGS FS0747 FS0747 STATION DESCRIPTION FS0747 FS0747'DESCRIBED BY CA DIV OF HIGHWAYS 1960 FS0747'0.2 MI NW FROM WHEATON WASH. FS0747'THE MARK IS LOCATED 11.7 MILES SOUTHWEST OF THE CALIFORNIA-NEVADA FS0747'STATE LINE, ALONG U.S. HIGHWAY 91, 0.2 MILE NORTHWEST OF A WOODEN FS0747'BRIDGE OVER WHEATON WASH, 820 FEET NORTHWEST OF THE WHEATON FS0747'SPRINGS SERVICE STATION AND 40 FEET NORTHEAST OF THE CENTERLINE FS0747'OF THE HIGHWAY, AND SET IN A 12-INCH ROUND CONCRETE POST, FS0747'EXPOSED 0.5 FOOT. FS0747 FS0747 STATION RECOVERY (1980) FS0747 FS0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980 FS0747'ABOUT 25 MILES SOUTHWEST ALONG HIGHWAY I-15 FROM JEAN, CLARK COUNTY, FS0747'NEVADA, 3.0 MILES EAST OF MT. PASS OVERCROSSING AT THE WHEATON SPRING FS0747'ROAD SIDE REST, ON THE WESTBOUND LAND, 50 FEET NORTHEAST OF THE FS0747'ACCESS ROD, 35 FEET EAST OF THE EAST END OF THE PARKING AREA, 5.2 FS0747'FEET BELOW THE PARKING AREA AND SET IN THE TOP OF A CONCRETE POST FS0747'PROJECTING 0.4 FEET ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1333 *********************************************************************** EV1333 DESIGNATION - WAT RT 30 18 BM 2 CADH EV1333 PID - EV1333 EV1333 STATE/COUNTY- CA/SAN BERNARDINO EV1333 USGS QUAD - SAN BERNARDINO NORTH (1996) EV1333 EV1333 *CURRENT SURVEY CONTROL EV1333 ___________________________________________________________________ EV1333* NAD 83(1986)- 34 09 00. (N) 117 16 44. (W) SCALED EV1333* NAVD 88 - 381.32 (meters) 1251.0 (feet) RESET EV1333 ___________________________________________________________________ EV1333 GEOID HEIGHT- -32.48 (meters) GEOID99 EV1333 EV1333 VERT ORDER - THIRD EV1333 EV1333.The horizontal coordinates were scaled from a topographic map and have EV1333.an estimated accuracy of +/- 6 seconds. EV1333 EV1333.The orthometric height was computed from unverified reset data. EV1333 EV1333.The geoid height was determined by GEOID99. EV1333 EV1333; North East Units Estimated Accuracy EV1333;SPC CA 5 - 572,340. 2,066,500. MT (+/- 180 meters Scaled) EV1333 EV1333 SUPERSEDED SURVEY CONTROL EV1333 EV1333.No superseded survey control is available for this station. EV1333 EV1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT742788(NAD 83) EV1333_MARKER: DD = SURVEY DISK EV1333_SETTING: 30 = CURB EV1333_STAMPING: WAT RT 30-18 BM2 EV1333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV1333 EV1333 HISTORY - Date Condition Report By EV1333 HISTORY - UNK MONUMENTED CADH EV1333 HISTORY - 1968 GOOD NGS EV1333 EV1333 STATION DESCRIPTION EV1333 EV1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 EV1333'AT SAN BERNARDINO. EV1333'SET IN THE SOUTH CURB OF MARCHALL BOULEVARD, 62 FEET WEST OF EV1333'WATERMAN AVENUE, 20 FEET SOUTH OF CENTERLINE OF MARSHALL BOULEVARD, EV1333'19 FEET WEST OF FIRE HYDRANT, 3 FEET EAST OF CENTER OF WALK OF EV1333'RESIDENCE ON THE SOUTHWEST CORNER OF THE INTERSECTION AND ABOUT EV1333'6 INCHES ABOVE THE SURFACE OF THE BOULEVARD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV3114 *********************************************************************** EV3114 DESIGNATION - WC 103 RESET EV3114 PID - EV3114 EV3114 STATE/COUNTY- CA/SAN BERNARDINO EV3114 USGS QUAD - SAN BERNARDINO SOUTH (1980) EV3114 EV3114 *CURRENT SURVEY CONTROL EV3114 ___________________________________________________________________ EV3114* NAD 83(1986)- 34 06 23. (N) 117 16 24. (W) SCALED EV3114* NAVD 88 - 318.40 (+/-2cm) 1044.6 (feet) VERTCON EV3114 ___________________________________________________________________ EV3114 GEOID HEIGHT- -32.70 (meters) GEOID99 EV3114 EV3114 VERT ORDER - THIRD (See Below) EV3114 EV3114.The horizontal coordinates were scaled from a topographic map and have EV3114.an estimated accuracy of +/- 6 seconds. EV3114 EV3114.The NAVD 88 height was computed by applying the VERTCON shift value to EV3114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV3114.The vertical order pertains to the superseded datum. EV3114 EV3114.The geoid height was determined by GEOID99. EV3114 EV3114; North East Units Estimated Accuracy EV3114;SPC CA 5 - 567,510. 2,067,050. MT (+/- 180 meters Scaled) EV3114 EV3114 SUPERSEDED SURVEY CONTROL EV3114 EV3114 NGVD 29 - 317.65 (m) 1042.2 (f) RESET 3 EV3114 EV3114.Superseded values are not recommended for survey control. EV3114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV3114.See file dsdata.txt to determine how the superseded data were derived. EV3114 EV3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT747739(NAD 83) EV3114_MARKER: DB = BENCH MARK DISK EV3114_SETTING: 36 = BRIDGE EV3114_STAMPING: WC 103 USCE RESET 1972 EV3114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EV3114 EV3114 HISTORY - Date Condition Report By EV3114 HISTORY - 1972 MONUMENTED NGS EV3114 EV3114 STATION DESCRIPTION EV3114 EV3114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 EV3114'AT SAN BERNARDINO. EV3114'AT SAN BERNARDINO, 0.25 MILE EAST ALONG FOURTH STREET FROM ITS EV3114'INTERSECTION WITH WATERMAN AVENUE, NEAR THE SOUTHWEST CORNER EV3114'OF THE T.M.R. HANDICAPPED CHILDRENS SCHOOL GROUNDS, CEMENTED IN EV3114'A DRILL HOLE IN THE TOP OF THE NORTHEAST CORNER OF THE EAST END EV3114'OF A CONCRETE BRIDGE SPANNING A LARGE CONCRETE FLOOD CONTROL CHANNEL, EV3114'24.0 FEET NORTH OF THE CENTER OF FOURTH STREET, 3.7 FEET SOUTH OF EV3114'THE NORTH EDGE OF THE CURBING, 3.2 FEET SOUTHEAST OF THE EAST END EV3114'OF THE NORTH GALVANIZED BRIDGE RAILING, 2.3 FEET NORTH OF THE NORTH EV3114'BRIDGE CURB, 0.8 FOOT HIGHER THAN THE PAVED ROADWAY AND 0.5 FOOT EV3114'WEST OF THE EAST END OF THE BRIDGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV9351 *********************************************************************** EV9351 DESIGNATION - WC 99 RESET EV9351 PID - EV9351 EV9351 STATE/COUNTY- CA/SAN BERNARDINO EV9351 USGS QUAD - SAN BERNARDINO SOUTH (1980) EV9351 EV9351 *CURRENT SURVEY CONTROL EV9351 ___________________________________________________________________ EV9351* NAD 83(1986)- 34 04 53. (N) 117 17 38. (W) SCALED EV9351* NAVD 88 - 301.91 (+/-2cm) 990.5 (feet) VERTCON EV9351 ___________________________________________________________________ EV9351 GEOID HEIGHT- -32.82 (meters) GEOID99 EV9351 EV9351 VERT ORDER - THIRD (See Below) EV9351 EV9351.The horizontal coordinates were scaled from a topographic map and have EV9351.an estimated accuracy of +/- 6 seconds. EV9351 EV9351.The NAVD 88 height was computed by applying the VERTCON shift value to EV9351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV9351.The vertical order pertains to the superseded datum. EV9351 EV9351.The geoid height was determined by GEOID99. EV9351 EV9351; North East Units Estimated Accuracy EV9351;SPC CA 5 - 564,720. 2,065,170. MT (+/- 180 meters Scaled) EV9351 EV9351 SUPERSEDED SURVEY CONTROL EV9351 EV9351 NGVD 29 - 301.13 (m) 988.0 (f) RESET 3 EV9351 EV9351.Superseded values are not recommended for survey control. EV9351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV9351.See file dsdata.txt to determine how the superseded data were derived. EV9351 EV9351_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT728712(NAD 83) EV9351_MARKER: DB = BENCH MARK DISK EV9351_SETTING: 31 = CURB EV9351_STAMPING: WC 99 1956 RESET 1965 EV9351_MARK LOGO: CGS EV9351_MAGNETIC: N = NO MAGNETIC MATERIAL EV9351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV9351 EV9351 HISTORY - Date Condition Report By EV9351 HISTORY - 1965 MONUMENTED LOCENG EV9351 EV9351 STATION DESCRIPTION EV9351 EV9351'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965 EV9351'IN SAN BERNARDINO, 1.2 MILES (1.9 KM) NORTH ALONG E STREET FROM THE Y EV9351'JUNCTION OF US HIGHWAY 99, 988 FEET (301.1 M) NORTH OF CENTERLINE OF EV9351'ORANGE SHOW ROAD, 36.5 FEET (11.1 M) EAST OF CENTERLINE OF E STREET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1525 *********************************************************************** EV1525 DESIGNATION - X 295 RESET EV1525 PID - EV1525 EV1525 STATE/COUNTY- CA/SAN BERNARDINO EV1525 USGS QUAD - HARRISON MTN (1996) EV1525 EV1525 *CURRENT SURVEY CONTROL EV1525 ___________________________________________________________________ EV1525* NAD 83(1986)- 34 07 31. (N) 117 11 44. (W) SCALED EV1525* NAVD 88 - 413.72 (+/-2cm) 1357.3 (feet) VERTCON EV1525 ___________________________________________________________________ EV1525 GEOID HEIGHT- -32.30 (meters) GEOID99 EV1525 EV1525 VERT ORDER - THIRD (See Below) EV1525 EV1525.The horizontal coordinates were scaled from a topographic map and have EV1525.an estimated accuracy of +/- 6 seconds. EV1525 EV1525.The NAVD 88 height was computed by applying the VERTCON shift value to EV1525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1525.The vertical order pertains to the superseded datum. EV1525 EV1525.The geoid height was determined by GEOID99. EV1525 EV1525; North East Units Estimated Accuracy EV1525;SPC CA 5 - 569,660. 2,074,210. MT (+/- 180 meters Scaled) EV1525 EV1525 SUPERSEDED SURVEY CONTROL EV1525 EV1525 NGVD 29 - 412.90 (m) 1354.7 (f) RESET 3 EV1525 EV1525.Superseded values are not recommended for survey control. EV1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1525.See file dsdata.txt to determine how the superseded data were derived. EV1525 EV1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT819760(NAD 83) EV1525_MARKER: DB = BENCH MARK DISK EV1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV1525_STAMPING: X 295 RESET 1968 EV1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV1525+STABILITY: SURFACE MOTION EV1525 EV1525 HISTORY - Date Condition Report By EV1525 HISTORY - 1968 MONUMENTED CGS EV1525 EV1525 STATION DESCRIPTION EV1525 EV1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 EV1525'1.5 MI NE FROM HIGHLAND. EV1525'0.8 MILE SOUTH ALONG BOULDER AVENUE FROM THE JUNCTION OF HIGHLAND EV1525'AVENUE, 0.3 MILE NORTH ALONG BOULDER AVENUE FROM THE JUNCTION OF EV1525'BASELINE ROAD AT THE RAILROAD CROSSING ON BOULDER AVENUE, 10 1/2 EV1525'RAILS EAST OF MILE POST 18, 86 FEET WEST OF THE CENTERLINE OF EV1525'THE WEST LANE OF BOULDER AVENUE, 71 FEET WEST OF A RAILROAD EV1525'CROSSING SIGNAL POLE, 54 FEET NORTHWEST OF A TELEPHONE POLE, 25 EV1525'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 1 FOOT SOUTH OF A EV1525'WITNESS POST SET IN THE TOP OF A CONCRETE POST 8 INCHES IN EV1525'DIAMETER AND 6 INCHES BELOW THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FS0704 *********************************************************************** FS0704 DESIGNATION - X 310 RESET FS0704 PID - FS0704 FS0704 STATE/COUNTY- CA/SAN BERNARDINO FS0704 USGS QUAD - MESCAL RANGE (1983) FS0704 FS0704 *CURRENT SURVEY CONTROL FS0704 ___________________________________________________________________ FS0704* NAD 83(1986)- 35 28 11. (N) 115 30 10. (W) SCALED FS0704* NAVD 88 - 1320.25 (+/-2cm) 4331.5 (feet) VERTCON FS0704 ___________________________________________________________________ FS0704 GEOID HEIGHT- -28.73 (meters) GEOID99 FS0704 FS0704 VERT ORDER - THIRD (See Below) FS0704 FS0704.The horizontal coordinates were scaled from a topographic map and have FS0704.an estimated accuracy of +/- 6 seconds. FS0704 FS0704.The NAVD 88 height was computed by applying the VERTCON shift value to FS0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FS0704.The vertical order pertains to the superseded datum. FS0704 FS0704.The geoid height was determined by GEOID99. FS0704 FS0704; North East Units Estimated Accuracy FS0704;SPC CA 5 - 721,320. 2,226,630. MT (+/- 180 meters Scaled) FS0704 FS0704 SUPERSEDED SURVEY CONTROL FS0704 FS0704 NGVD 29 - 1319.34 (m) 4328.5 (f) RESET 3 FS0704 FS0704.Superseded values are not recommended for survey control. FS0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FS0704.See file dsdata.txt to determine how the superseded data were derived. FS0704 FS0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV358261(NAD 83) FS0704_MARKER: DD = SURVEY DISK FS0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FS0704_STAMPING: X 310 RESET 1960 FS0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FS0704+STABILITY: SURFACE MOTION FS0704 FS0704 HISTORY - Date Condition Report By FS0704 HISTORY - 1960 MONUMENTED CADH FS0704 HISTORY - 1979 GOOD USGS FS0704 FS0704 STATION DESCRIPTION FS0704 FS0704'DESCRIBED BY CA DIV OF HIGHWAYS 1960 FS0704'1.6 MI NE FROM WHEATON SPRINGS. FS0704'THE MARK IS LOCATED 13.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FS0704'FROM CALIFORNIA-NEVADA STATE LINE, 1.6 MILES NORTHEAST OF WHEATON FS0704'SPRINGS SERVICE STATION AND CAFE, 175 FEET WEST OF CULVERT FS0704'P 113+64, AND 35 FEET NORTHEAST OF THE HIGHWAY, AND SET IN THE FS0704'TOP OF A 12-INCH ROUND CONCRETE POST EXPOSED 0.5 FOOT. FS0704 FS0704 STATION RECOVERY (1979) FS0704 FS0704'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 FS0704'IN SAN BERNARDINO COUNTY, CALIFORNIA, 12.2 MILES SOUTHWEST ALONG U.S. FS0704'HIGHWAY 15 FROM CALIFORNIA AND NEVADA STATE LINE, 1.55 MILES EAST OF FS0704'THE MOUNTAIN PASS OVERCROSSING, 182 FEET WEST OF CULVERT SBD 173 06, FS0704'80 FEET NORTHEAST OF THE HIGHWAY, ON TOP OF A 12 INCH ROUND CONCRETE FS0704'POST, EXPOSED 0.5 FEET, 1 FOOT WEST OF CDH WITNESS SIGN. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1069 *********************************************************************** EV1069 DESIGNATION - X 524 RESET EV1069 PID - EV1069 EV1069 STATE/COUNTY- CA/SAN BERNARDINO EV1069 USGS QUAD - SAN BERNARDINO SOUTH (1980) EV1069 EV1069 *CURRENT SURVEY CONTROL EV1069 ___________________________________________________________________ EV1069* NAD 83(1986)- 34 06 02. (N) 117 17 40. (W) SCALED EV1069* NAVD 88 - 314.02 (+/-2cm) 1030.2 (feet) VERTCON EV1069 ___________________________________________________________________ EV1069 GEOID HEIGHT- -32.77 (meters) GEOID99 EV1069 EV1069 VERT ORDER - THIRD (See Below) EV1069 EV1069.The horizontal coordinates were scaled from a topographic map and have EV1069.an estimated accuracy of +/- 6 seconds. EV1069 EV1069.The NAVD 88 height was computed by applying the VERTCON shift value to EV1069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1069.The vertical order pertains to the superseded datum. EV1069 EV1069.The geoid height was determined by GEOID99. EV1069 EV1069; North East Units Estimated Accuracy EV1069;SPC CA 5 - 566,850. 2,065,100. MT (+/- 180 meters Scaled) EV1069 EV1069 SUPERSEDED SURVEY CONTROL EV1069 EV1069 NGVD 29 - 313.25 (m) 1027.7 (f) RESET 3 EV1069 EV1069.Superseded values are not recommended for survey control. EV1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1069.See file dsdata.txt to determine how the superseded data were derived. EV1069 EV1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT728733(NAD 83) EV1069_MARKER: DB = BENCH MARK DISK EV1069_SETTING: 30 = CURB EV1069_STAMPING: X 524 RESET 1969 EV1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV1069 EV1069 HISTORY - Date Condition Report By EV1069 HISTORY - 1969 MONUMENTED CGS EV1069 EV1069 STATION DESCRIPTION EV1069 EV1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 EV1069'AT SAN BERNARDINO. EV1069'IN THE SOUTH PART OF SAN BERNARDINO, 130 FEET EAST OF THE CROSSROAD EV1069'INTERSECTION OF E STREET AND RIALTO AVENUE, CEMENTED IN A DRILL EV1069'HOLE IN THE TOP OF THE NORTH CURB OF THE AVENUE, 32.0 FEET NORTH EV1069'OF THE CENTER OF THE AVENUE, 26.5 FEET WEST OF THE CENTER OF THE EV1069'NORTH CURB ENTRANCE INTO THE LE MANS MOTOR INC. DEALERSHIP GARAGE, EV1069'12.5 FEET EAST-SOUTHEAST OF A CONCRETE AND GRANITE STREET LIGHT EV1069'STANDARD AND 9.0 FEET WEST OF THE CENTER OF A LARGE STORM DRAIN. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV3064 *********************************************************************** EV3064 DESIGNATION - X 95 RESET EV3064 PID - EV3064 EV3064 STATE/COUNTY- CA/SAN BERNARDINO EV3064 USGS QUAD - ONTARIO (1981) EV3064 EV3064 *CURRENT SURVEY CONTROL EV3064 ___________________________________________________________________ EV3064* NAD 83(1986)- 34 05 38. (N) 117 40 12. (W) SCALED EV3064* NAVD 88 - 374.09 (+/-2cm) 1227.3 (feet) VERTCON EV3064 ___________________________________________________________________ EV3064 GEOID HEIGHT- -33.26 (meters) GEOID99 EV3064 EV3064 VERT ORDER - THIRD (See Below) EV3064 EV3064.The horizontal coordinates were scaled from a topographic map and have EV3064.an estimated accuracy of +/- 6 seconds. EV3064 EV3064.The NAVD 88 height was computed by applying the VERTCON shift value to EV3064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV3064.The vertical order pertains to the superseded datum. EV3064 EV3064.The geoid height was determined by GEOID99. EV3064 EV3064; North East Units Estimated Accuracy EV3064;SPC CA 5 - 565,930. 2,030,450. MT (+/- 180 meters Scaled) EV3064 EV3064 SUPERSEDED SURVEY CONTROL EV3064 EV3064 NGVD 29 - 373.31 (m) 1224.8 (f) RESET 3 EV3064 EV3064.Superseded values are not recommended for survey control. EV3064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV3064.See file dsdata.txt to determine how the superseded data were derived. EV3064 EV3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT381727(NAD 83) EV3064_MARKER: DB = BENCH MARK DISK EV3064_SETTING: 30 = CURB EV3064_STAMPING: X 95 RESET 1973 EV3064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV3064 EV3064 HISTORY - Date Condition Report By EV3064 HISTORY - 1973 MONUMENTED NGS EV3064 EV3064 STATION DESCRIPTION EV3064 EV3064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 EV3064'AT UPLAND. EV3064'LOCATED IN THE SOUTHWEST PART OF UPLAND, 0.5 MILE NORTH ALONG EV3064'MOUNTAIN AVENUE FROM ITS INTERCHANGE WITH INTERSTATE HIGHWAY EV3064'10, 300 FEET NORTH OF THE MOUNTAIN AVENUE - SANTA FE RAILWAY EV3064'CROSSING, 40.0 FEET SOUTH OF A FIRE HYDRANT, 36.0 FEET WEST OF EV3064'THE CENTER OF THE AVENUE 18.5 FEET SOUTH OF THE CENTER OF THE EV3064'CURB ENTREE INTO THE MED-ECON PLASTICS COMPANY FACILITY AND 12.0 EV3064'FEET NORTH OF GRANITE LIGHT STANDARD 1970915E. THE BENCH MARK EV3064'DISK IS CEMENTED IN A DRILL HOLE FLUSH WITH THE TOP OF THE EV3064'WEST CURB OF THE AVENUE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FS0702 *********************************************************************** FS0702 DESIGNATION - Y 310 RESET FS0702 PID - FS0702 FS0702 STATE/COUNTY- CA/SAN BERNARDINO FS0702 USGS QUAD - MESCAL RANGE (1983) FS0702 FS0702 *CURRENT SURVEY CONTROL FS0702 ___________________________________________________________________ FS0702* NAD 83(1986)- 35 28 12. (N) 115 32 34. (W) SCALED FS0702* NAVD 88 - 1443.95 (+/-2cm) 4737.4 (feet) VERTCON FS0702 ___________________________________________________________________ FS0702 GEOID HEIGHT- -28.72 (meters) GEOID99 FS0702 FS0702 VERT ORDER - THIRD (See Below) FS0702 FS0702.The horizontal coordinates were scaled from a topographic map and have FS0702.an estimated accuracy of +/- 6 seconds. FS0702 FS0702.The NAVD 88 height was computed by applying the VERTCON shift value to FS0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FS0702.The vertical order pertains to the superseded datum. FS0702 FS0702.The geoid height was determined by GEOID99. FS0702 FS0702; North East Units Estimated Accuracy FS0702;SPC CA 5 - 721,260. 2,223,000. MT (+/- 180 meters Scaled) FS0702 FS0702 SUPERSEDED SURVEY CONTROL FS0702 FS0702 NGVD 29 - 1443.01 (m) 4734.3 (f) RESET 3 FS0702 FS0702.Superseded values are not recommended for survey control. FS0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FS0702.See file dsdata.txt to determine how the superseded data were derived. FS0702 FS0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SPV322261(NAD 83) FS0702_MARKER: DD = SURVEY DISK FS0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FS0702_STAMPING: Y 310 RESET 1960 FS0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FS0702+STABILITY: SURFACE MOTION FS0702 FS0702 HISTORY - Date Condition Report By FS0702 HISTORY - 1960 MONUMENTED CADH FS0702 HISTORY - 1979 GOOD USGS FS0702 FS0702 STATION DESCRIPTION FS0702 FS0702'DESCRIBED BY CA DIV OF HIGHWAYS 1960 FS0702'AT MOUNTAIN PASS. FS0702'THE MARK IS LOCATED 15.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 91 FS0702'FROM THE CALIFORNIA-NEVADA STATE LINE, AT MOUNTAIN PASS, ABOUT FS0702'140 FEET SOUTH OF THE GARAGE AND 120 FEET SOUTHWEST OF THE TENNIS FS0702'COURT, 240 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY STATION FS0702'462+80 N AND 80 FEET NORTHEAST OF A 6-INCH WELL, AND SET IN THE FS0702'TOP OF A 12-INCH ROUND CONCRETE POST. FS0702 FS0702 STATION RECOVERY (1979) FS0702 FS0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 FS0702'AT MOUNTAIN PASS, 0.75 MILES WEST OF MOUNTAIN PASS OVERCROSSING, FS0702'OPPOSITE THE CHD MAINTANENCE STATION, 80 FEET SOUTH OF THE CENTERLINE FS0702'OF THE EAST BOUND LANE, ON TOP OF A 9 FOOT CUT, 2 FEET NORTHWEST OF A FS0702'CDH WITNESS SIGN, PROJECTING 0.6 FEET AND SET IN THE TOP OF A 12 INCH FS0702'ROUND CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV9299 *********************************************************************** EV9299 DESIGNATION - Z 1327 RESET EV9299 PID - EV9299 EV9299 STATE/COUNTY- CA/SAN BERNARDINO EV9299 USGS QUAD - YUCAIPA (1996) EV9299 EV9299 *CURRENT SURVEY CONTROL EV9299 ___________________________________________________________________ EV9299* NAD 83(1986)- 34 05 38. (N) 117 01 58. (W) SCALED EV9299* NAVD 88 - 928.05 (+/-2cm) 3044.8 (feet) VERTCON EV9299 ___________________________________________________________________ EV9299 GEOID HEIGHT- -31.35 (meters) GEOID99 EV9299 EV9299 VERT ORDER - THIRD (See Below) EV9299 EV9299.The horizontal coordinates were scaled from a topographic map and have EV9299.an estimated accuracy of +/- 6 seconds. EV9299 EV9299.The NAVD 88 height was computed by applying the VERTCON shift value to EV9299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV9299.The vertical order pertains to the superseded datum. EV9299 EV9299.The geoid height was determined by GEOID99. EV9299 EV9299; North East Units Estimated Accuracy EV9299;SPC CA 5 - 566,310. 2,089,260. MT (+/- 180 meters Scaled) EV9299 EV9299 SUPERSEDED SURVEY CONTROL EV9299 EV9299 NGVD 29 - 927.17 (m) 3041.9 (f) RESET 3 EV9299 EV9299.Superseded values are not recommended for survey control. EV9299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV9299.See file dsdata.txt to determine how the superseded data were derived. EV9299 EV9299_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT969725(NAD 83) EV9299_MARKER: DV = VERTICAL CONTROL DISK EV9299_SETTING: 35 = FOREST SERVICE SIGN BASE EV9299_STAMPING: Z 1327 RESET 1981 EV9299_MARK LOGO: NGS EV9299_MAGNETIC: N = NO MAGNETIC MATERIAL EV9299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV9299+STABILITY: SURFACE MOTION EV9299 EV9299 HISTORY - Date Condition Report By EV9299 HISTORY - 1981 MONUMENTED RBNF EV9299 EV9299 STATION DESCRIPTION EV9299 EV9299'DESCRIBED BY RESEARCHED BUT NOT FOUND 1981 EV9299'6.6 MILES (10.6 KM) EAST ALONG STATE HIGHWAY 38, 0.35 MILES (0.56 KM) EV9299'NORTHEAST OF BRIDGE OVER MILL CREEK, 13.5 METERS (44.3 FT) EV9299'EAST-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 38, 6.5 METERS EV9299'(21.3 FT) WEST OF TOP OF WEST BANK OF MILL CREEK, 2.6 METERS (8.5 FT) EV9299'NORTH-NORTHWEST OF BM Z 1327 1978 WHICH IS AT THE BOTTOM OF A 2 METER EV9299'(6.6 FT) LONG, 10 INCHES IN DIAMETER IRON PIPE, IN TOP OF THE EV9299'SOUTHWEST CORNER OF A CONCRETE BASE OF A US FOREST SERVICE SIGN. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1769 *********************************************************************** EV1769 DESIGNATION - Z 391 RESET EV1769 PID - EV1769 EV1769 STATE/COUNTY- CA/SAN BERNARDINO EV1769 USGS QUAD - CAJON (1996) EV1769 EV1769 *CURRENT SURVEY CONTROL EV1769 ___________________________________________________________________ EV1769* NAD 83(1986)- 34 15 49. (N) 117 28 02. (W) SCALED EV1769* NAVD 88 - 822.09 (+/-2cm) 2697.1 (feet) VERTCON EV1769 ___________________________________________________________________ EV1769 GEOID HEIGHT- -31.82 (meters) GEOID99 EV1769 EV1769 VERT ORDER - THIRD (See Below) EV1769 EV1769.The horizontal coordinates were scaled from a topographic map and have EV1769.an estimated accuracy of +/- 6 seconds. EV1769 EV1769.The NAVD 88 height was computed by applying the VERTCON shift value to EV1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1769.The vertical order pertains to the superseded datum. EV1769 EV1769.The geoid height was determined by GEOID99. EV1769 EV1769; North East Units Estimated Accuracy EV1769;SPC CA 5 - 584,830. 2,049,070. MT (+/- 180 meters Scaled) EV1769 EV1769 SUPERSEDED SURVEY CONTROL EV1769 EV1769 NGVD 29 - 821.27 (m) 2694.4 (f) RESET 3 EV1769 EV1769.Superseded values are not recommended for survey control. EV1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1769.See file dsdata.txt to determine how the superseded data were derived. EV1769 EV1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT569914(NAD 83) EV1769_MARKER: DB = BENCH MARK DISK EV1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV1769_STAMPING: Z 391 1935 RESET 1966 EV1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV1769+STABILITY: SURFACE MOTION EV1769 EV1769 HISTORY - Date Condition Report By EV1769 HISTORY - 1966 MONUMENTED CGS EV1769 EV1769 STATION DESCRIPTION EV1769 EV1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 EV1769'1 MI N FROM KEENBROOK. EV1769'0.8 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY EV1769'FROM THE KEENBROOK SIGN AT KEENBROOK SIDING, THENCE 0.2 MILE SOUTH EV1769'AND WEST, UPHILL, ALONG APPLEWHITE ROAD, 45-1/2 FEET NORTHEAST EV1769'OF A FENCE CORNER, 39 FEET NORTH-NORTHWEST OF THE CENTER OF EV1769'APPLEWHITE ROAD, 22-1/2 FEET EAST OF A FENCE, 4 FEET WEST OF A EV1769'WOODEN WITNESS POST, ABOUT 4 FEET HIGHER THAN APPLEWHITE ROAD AND EV1769'SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE POST THAT PROJECTS EV1769'8 INCHES ABOVE THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV1137 *********************************************************************** EV1137 DESIGNATION - Z 524 RESET EV1137 PID - EV1137 EV1137 STATE/COUNTY- CA/SAN BERNARDINO EV1137 USGS QUAD - SAN BERNARDINO SOUTH (1980) EV1137 EV1137 *CURRENT SURVEY CONTROL EV1137 ___________________________________________________________________ EV1137* NAD 83(1986)- 34 05 31. (N) 117 17 38. (W) SCALED EV1137* NAVD 88 - 306.40 (+/-2cm) 1005.2 (feet) VERTCON EV1137 ___________________________________________________________________ EV1137 GEOID HEIGHT- -32.79 (meters) GEOID99 EV1137 EV1137 VERT ORDER - THIRD (See Below) EV1137 EV1137.The horizontal coordinates were scaled from a topographic map and have EV1137.an estimated accuracy of +/- 6 seconds. EV1137 EV1137.The NAVD 88 height was computed by applying the VERTCON shift value to EV1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV1137.The vertical order pertains to the superseded datum. EV1137 EV1137.The geoid height was determined by GEOID99. EV1137 EV1137; North East Units Estimated Accuracy EV1137;SPC CA 5 - 565,890. 2,065,160. MT (+/- 180 meters Scaled) EV1137 EV1137 SUPERSEDED SURVEY CONTROL EV1137 EV1137 NGVD 29 - 305.63 (m) 1002.7 (f) RESET 3 EV1137 EV1137.Superseded values are not recommended for survey control. EV1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV1137.See file dsdata.txt to determine how the superseded data were derived. EV1137 EV1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT728723(NAD 83) EV1137_MARKER: DB = BENCH MARK DISK EV1137_SETTING: 30 = CURB EV1137_STAMPING: Z 524 RESET 1967 EV1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV1137 EV1137 HISTORY - Date Condition Report By EV1137 HISTORY - 1967 MONUMENTED CGS EV1137 EV1137 STATION DESCRIPTION EV1137 EV1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 EV1137'AT SAN BERNARDINO. EV1137'AT SAN BERNARDINO, 1.0 MILE SOUTH ALONG E STREET FROM ITS EV1137'INTERSECTION WITH 3RD STREET, CEMENTED FLUSH WITH THE SURFACE, IN EV1137'A DRILL HOLE, IN THE TOP OF A CONCRETE CURB, ABOUT 350 FEET SOUTH EV1137'OF THE INTERSECTIONS OF S. E STREET, MILL STREET, AND COLTON EV1137'AVENUE, 43.0 FEET WEST OF THE CENTER OF S. E STREET, 13.0 FEET EV1137'SOUTH OF THE NORTH CURB ENTRANCE TO A BANK OF AMERICA BUILDING, EV1137'AND 2.8 FEET NORTHEAST OF A TREE GROWING WITHIN A 3 FOOT SQUARE EV1137'OPENING IN THE SIDEWALK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV9355 *********************************************************************** EV9355 DESIGNATION - Z 525 RESET EV9355 PID - EV9355 EV9355 STATE/COUNTY- CA/SAN BERNARDINO EV9355 USGS QUAD - BIG BEAR LAKE (1996) EV9355 EV9355 *CURRENT SURVEY CONTROL EV9355 ___________________________________________________________________ EV9355* NAD 83(1986)- 34 14 25. (N) 116 55 57. (W) SCALED EV9355* NAVD 88 - 2063.37 (+/-2cm) 6769.6 (feet) VERTCON EV9355 ___________________________________________________________________ EV9355 GEOID HEIGHT- -29.97 (meters) GEOID99 EV9355 EV9355 VERT ORDER - THIRD (See Below) EV9355 EV9355.The horizontal coordinates were scaled from a topographic map and have EV9355.an estimated accuracy of +/- 6 seconds. EV9355 EV9355.The NAVD 88 height was computed by applying the VERTCON shift value to EV9355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV9355.The vertical order pertains to the superseded datum. EV9355 EV9355.The geoid height was determined by GEOID99. EV9355 EV9355; North East Units Estimated Accuracy EV9355;SPC CA 5 - 582,640. 2,098,340. MT (+/- 180 meters Scaled) EV9355 EV9355 SUPERSEDED SURVEY CONTROL EV9355 EV9355 NGVD 29 - 2062.30 (m) 6766.1 (f) RESET 3 EV9355 EV9355.Superseded values are not recommended for survey control. EV9355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV9355.See file dsdata.txt to determine how the superseded data were derived. EV9355 EV9355_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT062888(NAD 83) EV9355_MARKER: DD = SURVEY DISK EV9355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV9355_STAMPING: Z 525 RESET 1991 EV9355_MARK LOGO: CADT EV9355_MAGNETIC: N = NO MAGNETIC MATERIAL EV9355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV9355+STABILITY: SURFACE MOTION EV9355 EV9355 HISTORY - Date Condition Report By EV9355 HISTORY - 1991 MONUMENTED CADT EV9355 EV9355 STATION DESCRIPTION EV9355 EV9355'DESCRIBED BY CALTRANS 1991 EV9355'1.45 MILES (2.33 KM) WESTERLY ALONG ROUTE 18 FROM POST OFFICE TO THE EV9355'T-INTERSECTION AT TULIP LANE, 22.00 FEET (6.71 M) NORTHERLY OF EV9355'CENTERLINE OF BIG BEAR BOULEVARD, 1.70 FEET (0.52 M) WESTERLY OF FIRE EV9355'HYDRANT, 10.60 FEET (3.23 M) WESTERLY OF POWER POLE 1795, 79.87 FEET EV9355'(24.34 M) NORTHERLY OF POWER POLE 8749, 168.39 FEET (51.33 M) EV9355'WESTERLY OF CENTERLINE OF PRAIRIE LANE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV9293 *********************************************************************** EV9293 DESIGNATION - Z 534 RESET EV9293 PID - EV9293 EV9293 STATE/COUNTY- CA/SAN BERNARDINO EV9293 USGS QUAD - WILD CROSSING (1993) EV9293 EV9293 *CURRENT SURVEY CONTROL EV9293 ___________________________________________________________________ EV9293* NAD 83(1986)- 34 49 40. (N) 117 17 46. (W) SCALED EV9293* NAVD 88 - 760.48 (+/-2cm) 2495.0 (feet) VERTCON EV9293 ___________________________________________________________________ EV9293 GEOID HEIGHT- -31.64 (meters) GEOID99 EV9293 EV9293 VERT ORDER - THIRD (See Below) EV9293 EV9293.The horizontal coordinates were scaled from a topographic map and have EV9293.an estimated accuracy of +/- 6 seconds. EV9293 EV9293.The NAVD 88 height was computed by applying the VERTCON shift value to EV9293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV9293.The vertical order pertains to the superseded datum. EV9293 EV9293.The geoid height was determined by GEOID99. EV9293 EV9293; North East Units Estimated Accuracy EV9293;SPC CA 5 - 647,510. 2,064,390. MT (+/- 180 meters Scaled) EV9293 EV9293 SUPERSEDED SURVEY CONTROL EV9293 EV9293 NGVD 29 - 759.67 (m) 2492.4 (f) RESET 3 EV9293 EV9293.Superseded values are not recommended for survey control. EV9293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV9293.See file dsdata.txt to determine how the superseded data were derived. EV9293 EV9293_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU729539(NAD 83) EV9293_MARKER: DV = VERTICAL CONTROL DISK EV9293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EV9293_STAMPING: Z 534 RESET 1985 EV9293_MARK LOGO: NGS EV9293_MAGNETIC: N = NO MAGNETIC MATERIAL EV9293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV9293+STABILITY: SURFACE MOTION EV9293 EV9293 HISTORY - Date Condition Report By EV9293 HISTORY - 1985 MONUMENTED NGS EV9293 EV9293 STATION DESCRIPTION EV9293 EV9293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 EV9293'20 MILES (32.2 KM) NORTH ALONG INDIAN TRAILS HIGHWAY FROM ITS EV9293'INTERSECTION WITH D STREET IN VICTORVILLE, THEN 4 MILES (6.4 KM) WEST EV9293'ALONG AN ENTRANCE ROAD TO A DOUGLAS GUARD GATE, PASS THRU GATE, THEN EV9293'1 MILE (1.6 KM) WEST AND SOUTH ALONG A PAVED ROAD, THEN 1 MILE (1.6 EV9293'KM) WEST ALONG A PAVED ROAD, THEN 0.3 MILE (0.5 KM) SOUTH CROSS EV9293'COUNTRY, 0.4 MILE SW OF A RADAR RECEIVER, 0.2 MI SOUTH OF THE SOUTH EV9293'EDGE OF A RADAR PATH, 50 FEET (15.2 M) WEST OF AN AIRSTRIP THAT IS EV9293'BEING MAINTAINED, 50 FEET (15.2 M) NORTH OF A FORMER TAXI STRIP, IN EV9293'THE TOP OF A CONCRETE POST THAT PROJECTS ABOUT 0.7 FEET.