1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW1362 *********************************************************************** EW1362 DESIGNATION - 157.000 C OF LA RESET 68 EW1362 PID - EW1362 EW1362 STATE/COUNTY- CA/LOS ANGELES EW1362 USGS QUAD - HOLLYWOOD (1994) EW1362 EW1362 *CURRENT SURVEY CONTROL EW1362 ___________________________________________________________________ EW1362* NAD 83(1986)- 34 03 14. (N) 118 20 36. (W) SCALED EW1362* NAVD 88 - 50.75 (+/-2cm) 166.5 (feet) VERTCON EW1362 ___________________________________________________________________ EW1362 GEOID HEIGHT- -35.29 (meters) GEOID99 EW1362 EW1362 VERT ORDER - THIRD (See Below) EW1362 EW1362.The horizontal coordinates were scaled from a topographic map and have EW1362.an estimated accuracy of +/- 6 seconds. EW1362 EW1362.The NAVD 88 height was computed by applying the VERTCON shift value to EW1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW1362.The vertical order pertains to the superseded datum. EW1362 EW1362.The geoid height was determined by GEOID99. EW1362 EW1362; North East Units Estimated Accuracy EW1362;SPC CA 5 - 561,500. 1,968,300. MT (+/- 180 meters Scaled) EW1362 EW1362 SUPERSEDED SURVEY CONTROL EW1362 EW1362 NGVD 29 - 49.99 (m) 164.0 (f) RESET 3 EW1362 EW1362.Superseded values are not recommended for survey control. EW1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW1362.See file dsdata.txt to determine how the superseded data were derived. EW1362 EW1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT760689(NAD 83) EW1362_MARKER: DB = BENCH MARK DISK EW1362_SETTING: 30 = CURB EW1362_STAMPING: 157.000 CLA RESET 1968 EW1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW1362 EW1362 HISTORY - Date Condition Report By EW1362 HISTORY - 1968 MONUMENTED CGS EW1362 EW1362 STATION DESCRIPTION EW1362 EW1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 EW1362'AT LOS ANGELES. EW1362'AT LOS ANGELES, ABOUT 300 FEET EAST OF THE INTERSECTION OF EW1362'LA BREA AVENUE, EDGEWOOD PLACE AND MANSFIELD AVENUE, ABOUT 150 EW1362'FEET WEST OF THE INTERSECTION OF CITRUS AVENUE AND EDGEWOOD EW1362'PLACE, 20 FEET NORTH OF THE CENTERLINE OF EDGEWOOD PLACE, 1 EW1362'FOOT WEST OF THE WEST EDGE OF A DRIVEWAY, SET IN THE NORTH CURB EW1362'IN FRONT OF APARTMENT HOUSE AT 5123 AND 5121 EDGEWOOD PLACE EW1362'AND PROJECTS 6 INCHES ABOVE THE STREET LEVEL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW4384 *********************************************************************** EW4384 DESIGNATION - 68+56.54 BC EW4384 PID - EW4384 EW4384 STATE/COUNTY- CA/LOS ANGELES EW4384 USGS QUAD - CANOGA PARK (1967) EW4384 EW4384 *CURRENT SURVEY CONTROL EW4384 ___________________________________________________________________ EW4384* NAD 83(1994)- 34 10 30.03226(N) 118 36 20.74413(W) ADJUSTED EW4384* NAVD 88 - 263.525 (meters) 864.58 (feet) ADJUSTED EW4384 ___________________________________________________________________ EW4384 EPOCH DATE - 1995.00 EW4384 X - -2,529,188.521 (meters) COMP EW4384 Y - -4,637,750.062 (meters) COMP EW4384 Z - 3,562,652.296 (meters) COMP EW4384 LAPLACE CORR- -0.07 (seconds) DEFLEC99 EW4384 ELLIP HEIGHT- 228.74 (meters) GPS OBS EW4384 GEOID HEIGHT- -34.80 (meters) GEOID99 EW4384 DYNAMIC HT - 263.245 (meters) 863.66 (feet) COMP EW4384 MODELED GRAV- 979,566.0 (mgal) NAVD 88 EW4384 EW4384 HORZ ORDER - FIRST EW4384 VERT ORDER - FIRST CLASS I EW4384 ELLP ORDER - FOURTH CLASS II EW4384 EW4384.The horizontal coordinates were established by GPS observations EW4384.and adjusted by the National Geodetic Survey in November 1995. EW4384.This is a SPECIAL STATUS position. See SPECIAL STATUS under the EW4384.DATUM ITEM on the data sheet items page. EW4384.The horizontal coordinates are valid at the epoch date displayed above. EW4384.The epoch date for horizontal control is a decimal equivalence EW4384.of Year/Month/Day. EW4384 EW4384.The orthometric height was determined by differential leveling EW4384.and adjusted by the National Geodetic Survey in June 1995. EW4384 EW4384.The X, Y, and Z were computed from the position and the ellipsoidal ht. EW4384 EW4384.The Laplace correction was computed from DEFLEC99 derived deflections. EW4384 EW4384.The ellipsoidal height was determined by GPS observations EW4384.and is referenced to NAD 83. EW4384 EW4384.The geoid height was determined by GEOID99. EW4384 EW4384.The dynamic height is computed by dividing the NAVD 88 EW4384.geopotential number by the normal gravity value computed on the EW4384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EW4384.degrees latitude (g = 980.6199 gals.). EW4384 EW4384.The modeled gravity was interpolated from observed gravity values. EW4384 EW4384; North East Units Scale Converg. EW4384;SPC CA 5 - 575,043.943 1,944,153.697 MT 0.99997232 -0 20 43.1 EW4384;SPC CA 5 - 1,886,623.34 6,378,444.25 sFT 0.99997232 -0 20 43.1 EW4384;UTM 11 - 3,782,725.976 352,008.928 MT 0.99986998 -0 54 07.8 EW4384 EW4384 SUPERSEDED SURVEY CONTROL EW4384 EW4384 NGVD 29 - 262.736 (m) 861.99 (f) ADJ UNCH 1 1 EW4384 EW4384.Superseded values are not recommended for survey control. EW4384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW4384.See file dsdata.txt to determine how the superseded data were derived. EW4384 EW4384_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT5200982726(NAD 83) EW4384_MARKER: DD = SURVEY DISK EW4384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EW4384_STAMPING: 68+56.54 BC EW4384_MARK LOGO: CADT EW4384_MAGNETIC: N = NO MAGNETIC MATERIAL EW4384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EW4384+STABILITY: SURFACE MOTION EW4384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW4384+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1994 EW4384 EW4384 HISTORY - Date Condition Report By EW4384 HISTORY - UNK MONUMENTED CADH EW4384 HISTORY - 1968 GOOD EW4384 HISTORY - 1974 GOOD CA1980 EW4384 HISTORY - 1978 GOOD NGS EW4384 HISTORY - 19890516 GOOD NGS EW4384 HISTORY - 19940613 GOOD NGS EW4384 HISTORY - 20021101 MARK NOT FOUND CADT EW4384 EW4384 STATION DESCRIPTION EW4384 EW4384'DESCRIBED 1968 EW4384'AT LOS ANGELES. EW4384'CALIFORNIA DIVISION OF HIGHWAYS MONUMENT, STAMPED 68 PLUS 56.54 EW4384'BC, ON THE CENTER LINE OF TOPANGA CANYON BOULEVARD AT THE EW4384'BEGINNING OF FIRST CURVE NORTH OF BURBANK BOULEVARD, 21.8 FEET EW4384'SOUTH OF POWER POLE 123922M. EW4384 EW4384 STATION RECOVERY (1974) EW4384 EW4384'RECOVERY NOTE BY CITY OF LOS ANGELES CALIFORNIA 1974 EW4384'RECOVERED IN GOOD CONDITION. EW4384 EW4384 STATION RECOVERY (1978) EW4384 EW4384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 EW4384'0.3 MILE NORTH ALONG TOPANGA CANYON BOULEVARD FROM THE HIGHWAY 101 EW4384'OVERPASS AT WOODLAND HILLS, SET IN CONCRETE IN THE CENTER LINE OF EW4384'TOPANGA CANYON BOULEVARD AT THE BEGINNING OF FIRST CURVE NORTH OF EW4384'BURBANK BOULEVARD, 120 FT. NORTH OF INTERSECTION OF COLLINS STREET, EW4384'75 FT. SOUTH OF INTERSECTION OF MARYLEE STREET, 21.8 FT. SOUTH OF EW4384'POWER POLE NUMBER 123922M. EW4384 EW4384 STATION RECOVERY (1989) EW4384 EW4384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 EW4384'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. ADD--7.7 EW4384'M (25.3 FT) WEST OF THE CENTER OF THE NORTHBOUND LANES OF THE EW4384'BOULEVARD, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE MEDIAN. EW4384'DELETE--21.8 FEET SOUTH OF POWER POLE 123922M. EW4384 EW4384 STATION RECOVERY (1994) EW4384 EW4384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (SDD) EW4384'0.3 KM (0.20 MI) WESTERLY ALONG SHERMAN WAY FROM THE POST OFFICE IN EW4384'CANOGA PARK, THENCE 2.9 KM (1.80 MI) SOUTHERLY ALONG STATE HIGHWAY 27 EW4384'(TOPANGA CANYON BOULEVARD) , NEAR THE CENTER OF THE MEDIAN OF THE EW4384'HIGHWAY, 35.2 M (115.5 FT) SOUTH OF THE EXTENDED CENTERLINE OF MARYLEE EW4384'STREET, 7.7 M (25.3 FT) WEST OF THE CENTER OF THE NORTHBOUND LANES OF EW4384'THE HIGHWAY, 6.1 M (20.0 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND EW4384'LANES OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT) EW4384'BELOW THE LEVEL OF THE MEDIAN. NOTE--ACCESS TO THE DATUM POINT IS EW4384'THROUGH A 5-INCH METAL COVER. EW4384 EW4384 STATION RECOVERY (2002) EW4384 EW4384'RECOVERY NOTE BY CALTRANS 2002 (GND) EW4384'MONUMENT DESTROYED BY ROAD RECONSTRUCTION JULY 1999. SPIKE AND EW4384'CALTRANS WASHER SET BY CALTRANS SURVEYOR, KERRY TRENTO, ON 10/30/99, EW4384'FROM TIES SET PRIOR TO RECONSTRUCTION. SEE LA COUNTY SURVEYORS CORNER EW4384'RECORD PWFB 1710, P125 FOR DETAILS. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW9572 *********************************************************************** EW9572 DESIGNATION - A 452 RESET EW9572 PID - EW9572 EW9572 STATE/COUNTY- CA/LOS ANGELES EW9572 USGS QUAD - BLACK MOUNTAIN (1991) EW9572 EW9572 *CURRENT SURVEY CONTROL EW9572 ___________________________________________________________________ EW9572* NAD 83(1986)- 34 44 43. (N) 118 47 43. (W) SCALED EW9572* NAVD 88 - 948.64 (+/-2cm) 3112.3 (feet) VERTCON EW9572 ___________________________________________________________________ EW9572 GEOID HEIGHT- -31.94 (meters) GEOID99 EW9572 EW9572 VERT ORDER - THIRD (See Below) EW9572 EW9572.The horizontal coordinates were scaled from a topographic map and have EW9572.an estimated accuracy of +/- 6 seconds. EW9572 EW9572.The NAVD 88 height was computed by applying the VERTCON shift value to EW9572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW9572.The vertical order pertains to the superseded datum. EW9572 EW9572.The geoid height was determined by GEOID99. EW9572 EW9572; North East Units Estimated Accuracy EW9572;SPC CA 5 - 638,420. 1,927,180. MT (+/- 180 meters Scaled) EW9572 EW9572 SUPERSEDED SURVEY CONTROL EW9572 EW9572 NGVD 29 - 947.75 (m) 3109.4 (f) RESET 3 EW9572 EW9572.Superseded values are not recommended for survey control. EW9572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW9572.See file dsdata.txt to determine how the superseded data were derived. EW9572 EW9572_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU356462(NAD 83) EW9572_MARKER: DV = VERTICAL CONTROL DISK EW9572_SETTING: 36 = CHANNEL CURB EW9572_STAMPING: A 452 RESET 1978 EW9572_MARK LOGO: NGS EW9572_MAGNETIC: N = NO MAGNETIC MATERIAL EW9572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EW9572 EW9572 HISTORY - Date Condition Report By EW9572 HISTORY - 1978 MONUMENTED RBNF EW9572 EW9572 STATION DESCRIPTION EW9572 EW9572'DESCRIBED BY RESEARCHED BUT NOT FOUND 1978 EW9572'0.4 MILE (0.6 KM) EAST ALONG A PAVED ROAD FROM THE POST OFFICE IN EW9572'GORMAN, THENCE 4.6 MILES (7.4 KM) SOUTH ALONG US HIGHWAY 99, 150 FEET EW9572'(45.7 M) WEST OF WESTBOUND INTERSTATE 5, 150 FEET (45.7 M) EAST OF A EW9572'NORTH-SOUTH POLE POWERLINE, 8 FEET (2.4 M) EAST OF AND 3 FEET (0.9 M) EW9572'BELOW A METAL WITNESS POST ON WEST SIDE OF A CONCRETE LINED FLOOD EW9572'CONTROL CHANNEL, IN THE TOP CURB OF THE CHANNEL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DY0429 *********************************************************************** DY0429 DESIGNATION - B 789 RESET DY0429 PID - DY0429 DY0429 STATE/COUNTY- CA/LOS ANGELES DY0429 USGS QUAD - LONG BEACH (1981) DY0429 DY0429 *CURRENT SURVEY CONTROL DY0429 ___________________________________________________________________ DY0429* NAD 83(1986)- 33 52 08. (N) 118 11 07. (W) SCALED DY0429* NAVD 88 - 17.36 (+/-2cm) 57.0 (feet) VERTCON DY0429 ___________________________________________________________________ DY0429 GEOID HEIGHT- -35.81 (meters) GEOID99 DY0429 DY0429 VERT ORDER - THIRD (See Below) DY0429 DY0429.The horizontal coordinates were scaled from a topographic map and have DY0429.an estimated accuracy of +/- 6 seconds. DY0429 DY0429.The NAVD 88 height was computed by applying the VERTCON shift value to DY0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY0429.The vertical order pertains to the superseded datum. DY0429 DY0429.The geoid height was determined by GEOID99. DY0429 DY0429; North East Units Estimated Accuracy DY0429;SPC CA 5 - 540,940. 1,982,860. MT (+/- 180 meters Scaled) DY0429 DY0429 SUPERSEDED SURVEY CONTROL DY0429 DY0429 NGVD 29 - 16.61 (m) 54.5 (f) RESET 3 DY0429 DY0429.Superseded values are not recommended for survey control. DY0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY0429.See file dsdata.txt to determine how the superseded data were derived. DY0429 DY0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT903482(NAD 83) DY0429_MARKER: DB = BENCH MARK DISK DY0429_SETTING: 30 = SIDEWALK DY0429_STAMPING: B 789 RESET 1959 DY0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DY0429 DY0429 HISTORY - Date Condition Report By DY0429 HISTORY - 1959 MONUMENTED CGS DY0429 HISTORY - 1961 GOOD NGS DY0429 DY0429 STATION DESCRIPTION DY0429 DY0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 DY0429'AT LONG BEACH. DY0429'IN NORTH LONG BEACH ON WEST SIDE OF HOUGHTON PARK, 83.3 FEET NORTH DY0429'OF THE PROLONGATION OF 63RD STREET, 7.3 FEET EAST OF WEST EDGE DY0429'OF SIDEWALK ALONG ATLANTIC AVENUE, 16.2 FEET SOUTH OF SOUTH SIDE DY0429'OF MOST WESTERLY PALM TREE ON NORTH ROW OF PALM TREES RUNNING EAST DY0429'AND WEST THROUGH PARK, 8.8 FEET NORTH OF NORTH SIDE OF MOST DY0429'WESTERLY PALM TREE OF SOUTH ROW RUNNING EAST AND WEST THROUGH DY0429'PARK, 0.7 FEET WEST OF CENTER OF THE WEST END OF THE MIRROR DY0429'POOL BETWEEN TWO ROWS OF PALM TREES IN HOUGHTON PARK, SET IN DY0429'TOP OF THE SIDEWALK AT WEST END OF THE MIRROR POOL. NOTE-- MARK DY0429'IS AT THE WEST END OF A ROCK AND CONCRETE POOL. DY0429 DY0429 STATION RECOVERY (1961) DY0429 DY0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961 DY0429'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH1797 *********************************************************************** AH1797 DESIGNATION - C 173 RESET AH1797 PID - AH1797 AH1797 STATE/COUNTY- CA/LOS ANGELES AH1797 USGS QUAD - MOUNT WILSON (1994) AH1797 AH1797 *CURRENT SURVEY CONTROL AH1797 ___________________________________________________________________ AH1797* NAD 83(1986)- 34 11 36. (N) 118 06 15. (W) SCALED AH1797* NAVD 88 - 636.01 (+/-2cm) 2086.6 (feet) VERTCON AH1797 ___________________________________________________________________ AH1797 GEOID HEIGHT- -33.32 (meters) GEOID99 AH1797 AH1797 VERT ORDER - THIRD (See Below) AH1797 AH1797.The horizontal coordinates were scaled from a topographic map and have AH1797.an estimated accuracy of +/- 6 seconds. AH1797 AH1797.The NAVD 88 height was computed by applying the VERTCON shift value to AH1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH1797.The vertical order pertains to the superseded datum. AH1797 AH1797.The geoid height was determined by GEOID99. AH1797 AH1797; North East Units Estimated Accuracy AH1797;SPC CA 5 - 576,910. 1,990,400. MT (+/- 180 meters Scaled) AH1797 AH1797 SUPERSEDED SURVEY CONTROL AH1797 AH1797 NGVD 29 - 635.20 (m) 2084.0 (f) RESET 3 AH1797 AH1797.Superseded values are not recommended for survey control. AH1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH1797.See file dsdata.txt to determine how the superseded data were derived. AH1797 AH1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT982841(NAD 83) AH1797_MARKER: DB = BENCH MARK DISK AH1797_SETTING: 38 = BRIDGE ABUTMENT AH1797_STAMPING: C 173 RESET 1942 AH1797_MARK LOGO: CGS AH1797_MAGNETIC: N = NO MAGNETIC MATERIAL AH1797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH1797 AH1797 HISTORY - Date Condition Report By AH1797 HISTORY - 1942 MONUMENTED CGS AH1797 AH1797 STATION DESCRIPTION AH1797 AH1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 AH1797'FROM THE INTERSECTION OF NORTH ALLEN DRIVE AND EAST ALTADENA DRIVE IN AH1797'ALTADENA, TRAVEL EASTERLY ALONG EAST ALTADENA DRIVE 0.15 MILE (0.24 AH1797'KM) TO CRESENT DRIVE ON THE LEFT (NORTH) . TURN LEFT ONTO CRESENT AH1797'DRIVE AND CONTINUE 0.05 MILE (0.08 KM) TO AN INTERSECTION WITH SKYVIEW AH1797'DRIVE, TURN RIGHT (EASTERLY) 0.10 MILE (0.16 KM) TO INTERSECTION WITH AH1797'EAST PINECREST DRIVE AND EAST CRESENT DRIVE, TURN LEFT (NORTHEASTERLY) AH1797'ON EAST PINE CREST DRIVE 0.10 MILE (0.16 KM) TO A ROAD ON THE RIGHT AH1797'(EASTERLY) , OLD MT. WILSON TOLL ROAD. TURN RIGHT THEN LEFT, PASS AH1797'THROUGH GATE (L-KEY) AND DRIVE DOWN STEEP GRADE ON WESTERLY SIDE OF AH1797'EATON CYN. APPROXIMATELY 0.2 MILE (0.3 KM) TO THE CONCRETE BRIDGE AH1797'OVER EATON CYN. PROCEED ACROSS THE BRIDGE TO THE BM ON THE LEFT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DY0036 *********************************************************************** DY0036 DESIGNATION - C 779 RESET 1955 DY0036 PID - DY0036 DY0036 STATE/COUNTY- CA/LOS ANGELES DY0036 USGS QUAD - LOS ALAMITOS (1981) DY0036 DY0036 *CURRENT SURVEY CONTROL DY0036 ___________________________________________________________________ DY0036* NAD 83(1986)- 33 48 55. (N) 118 04 18. (W) SCALED DY0036* NAVD 88 - 12.85 (+/-2cm) 42.2 (feet) VERTCON DY0036 ___________________________________________________________________ DY0036 GEOID HEIGHT- -35.63 (meters) GEOID99 DY0036 DY0036 VERT ORDER - THIRD (See Below) DY0036 DY0036.The horizontal coordinates were scaled from a topographic map and have DY0036.an estimated accuracy of +/- 6 seconds. DY0036 DY0036.The NAVD 88 height was computed by applying the VERTCON shift value to DY0036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY0036.The vertical order pertains to the superseded datum. DY0036 DY0036.The geoid height was determined by GEOID99. DY0036 DY0036; North East Units Estimated Accuracy DY0036;SPC CA 5 - 534,980. 1,993,360. MT (+/- 180 meters Scaled) DY0036 DY0036 SUPERSEDED SURVEY CONTROL DY0036 DY0036 NGVD 29 - 12.12 (m) 39.8 (f) RESET 3 DY0036 DY0036.Superseded values are not recommended for survey control. DY0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY0036.See file dsdata.txt to determine how the superseded data were derived. DY0036 DY0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT008421(NAD 83) DY0036_MARKER: DD = SURVEY DISK DY0036_SETTING: 36 = BRIDGE ABUTMENT DY0036_STAMPING: C 779 RESET 1955 DY0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DY0036 DY0036 HISTORY - Date Condition Report By DY0036 HISTORY - 1955 MONUMENTED CADH DY0036 HISTORY - 1961 GOOD NGS DY0036 DY0036 STATION DESCRIPTION DY0036 DY0036'DESCRIBED BY CA DIV OF HIGHWAYS 1955 DY0036'3.7 MI SE FROM ARTESIA. DY0036'0.3 MILE NORTH ALONG NORWALK BOULEVARD FROM THE INTERSECTION DY0036'OF SPRING STREET, AT THE LOS ANGELES-ORANGE COUNTY LINE, AT DY0036'BRIDGE 52-243 OVER COYOTE CREEK, AND IN THE TOP OF THE NORTHEAST DY0036'ABUTMENT. A STANDARD DISK, STAMPED C 779 RESET 1955. DY0036 DY0036 STATION RECOVERY (1961) DY0036 DY0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961 DY0036'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DY9340 *********************************************************************** DY9340 DESIGNATION - C 97 RESET DY9340 PID - DY9340 DY9340 STATE/COUNTY- CA/LOS ANGELES DY9340 USGS QUAD - SAN PEDRO (1981) DY9340 DY9340 *CURRENT SURVEY CONTROL DY9340 ___________________________________________________________________ DY9340* NAD 83(1986)- 33 43 04. (N) 118 17 14. (W) SCALED DY9340* NAVD 88 - 21.18 (+/-2cm) 69.5 (feet) VERTCON DY9340 ___________________________________________________________________ DY9340 GEOID HEIGHT- -35.88 (meters) GEOID99 DY9340 DY9340 VERT ORDER - THIRD (See Below) DY9340 DY9340.The horizontal coordinates were scaled from a topographic map and have DY9340.an estimated accuracy of +/- 6 seconds. DY9340 DY9340.The NAVD 88 height was computed by applying the VERTCON shift value to DY9340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY9340.The vertical order pertains to the superseded datum. DY9340 DY9340.The geoid height was determined by GEOID99. DY9340 DY9340; North East Units Estimated Accuracy DY9340;SPC CA 5 - 524,200. 1,973,380. MT (+/- 180 meters Scaled) DY9340 DY9340 SUPERSEDED SURVEY CONTROL DY9340 DY9340 NGVD 29 - 20.44 (m) 67.1 (f) RESET 3 DY9340 DY9340.Superseded values are not recommended for survey control. DY9340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY9340.See file dsdata.txt to determine how the superseded data were derived. DY9340 DY9340_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT807316(NAD 83) DY9340_MARKER: DV = VERTICAL CONTROL DISK DY9340_SETTING: 32 = RETAINING WALL DY9340_STAMPING: C 97 RESET 1986 DY9340_MARK LOGO: NGS DY9340_MAGNETIC: N = NO MAGNETIC MATERIAL DY9340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DY9340+STABILITY: SURFACE MOTION DY9340 DY9340 HISTORY - Date Condition Report By DY9340 HISTORY - 1985 MONUMENTED NGS DY9340 DY9340 STATION DESCRIPTION DY9340 DY9340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 DY9340'IN LOWER FORT MCAUTHOR 45.7 METERS (149.9 FT) EAST OF THE CENTER OF DY9340'LOWER FORT MCAUTHOR, 7.24 METERS (23.75 FT) NORTHWEST OF BUILDING DY9340'NUMBER 425 (TRONA PLANT), 5.87 METERS (19.26 FT) SOUTH OF A CHAINLINK DY9340'FENCE CORNER, IN THE TOP OF A RETAINING WALL ON THE WEST EDGE OF A DY9340'PLAY AREA, 8.5 METERS (27.9 FT) NORTHWEST OF ORIGINAL MARK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW9575 *********************************************************************** EW9575 DESIGNATION - E 774 RESET EW9575 PID - EW9575 EW9575 STATE/COUNTY- CA/LOS ANGELES EW9575 USGS QUAD - BEVERLY HILLS (1995) EW9575 EW9575 *CURRENT SURVEY CONTROL EW9575 ___________________________________________________________________ EW9575* NAD 83(1986)- 34 03 59. (N) 118 23 37. (W) SCALED EW9575* NAVD 88 - 64.87 (+/-2cm) 212.8 (feet) VERTCON EW9575 ___________________________________________________________________ EW9575 GEOID HEIGHT- -35.25 (meters) GEOID99 EW9575 EW9575 VERT ORDER - THIRD (See Below) EW9575 EW9575.The horizontal coordinates were scaled from a topographic map and have EW9575.an estimated accuracy of +/- 6 seconds. EW9575 EW9575.The NAVD 88 height was computed by applying the VERTCON shift value to EW9575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW9575.The vertical order pertains to the superseded datum. EW9575 EW9575.The geoid height was determined by GEOID99. EW9575 EW9575; North East Units Estimated Accuracy EW9575;SPC CA 5 - 562,900. 1,963,670. MT (+/- 180 meters Scaled) EW9575 EW9575 SUPERSEDED SURVEY CONTROL EW9575 EW9575 NGVD 29 - 64.10 (m) 210.3 (f) RESET 3 EW9575 EW9575.Superseded values are not recommended for survey control. EW9575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW9575.See file dsdata.txt to determine how the superseded data were derived. EW9575 EW9575_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT713703(NAD 83) EW9575_MARKER: DB = BENCH MARK DISK EW9575_SETTING: 31 = CURB EW9575_STAMPING: E 774 RESET 1960 EW9575_MARK LOGO: CGS EW9575_MAGNETIC: N = NO MAGNETIC MATERIAL EW9575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW9575 EW9575 HISTORY - Date Condition Report By EW9575 HISTORY - 1960 MONUMENTED LOCENG EW9575 EW9575 STATION DESCRIPTION EW9575 EW9575'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960 EW9575'IN BEVERLY HILLS AT THE INTERSECTION OF WILSHIRE BLVD AND PALM DRIVE EW9575'IN THE CURB ON THE EAST SIDE OF PALM DRIVE, 19.4 FEET (5.9 M) NORTH EW9575'OF THE NORTH CURB LINE EXTENDED OF WILSHIRE BLVD., 16.8 FEET (5.1 M) EW9575'WEST NORTHWEST OF THE SOUTHWEST CORNER OF BUILDING. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DY0713 *********************************************************************** DY0713 DESIGNATION - E 780 RESET DY0713 PID - DY0713 DY0713 STATE/COUNTY- CA/LOS ANGELES DY0713 USGS QUAD - LONG BEACH (1981) DY0713 DY0713 *CURRENT SURVEY CONTROL DY0713 ___________________________________________________________________ DY0713* NAD 83(1986)- 33 49 57. (N) 118 07 55. (W) SCALED DY0713* NAVD 88 - 12.62 (+/-2cm) 41.4 (feet) VERTCON DY0713 ___________________________________________________________________ DY0713 GEOID HEIGHT- -35.74 (meters) GEOID99 DY0713 DY0713 VERT ORDER - THIRD (See Below) DY0713 DY0713.The horizontal coordinates were scaled from a topographic map and have DY0713.an estimated accuracy of +/- 6 seconds. DY0713 DY0713.The NAVD 88 height was computed by applying the VERTCON shift value to DY0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY0713.The vertical order pertains to the superseded datum. DY0713 DY0713.The geoid height was determined by GEOID99. DY0713 DY0713; North East Units Estimated Accuracy DY0713;SPC CA 5 - 536,890. 1,987,790. MT (+/- 180 meters Scaled) DY0713 DY0713 SUPERSEDED SURVEY CONTROL DY0713 DY0713 NGVD 29 - 11.87 (m) 38.9 (f) RESET 3 DY0713 DY0713.Superseded values are not recommended for survey control. DY0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY0713.See file dsdata.txt to determine how the superseded data were derived. DY0713 DY0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT952441(NAD 83) DY0713_MARKER: DB = BENCH MARK DISK DY0713_SETTING: 32 = CULVERT WINGWALL DY0713_STAMPING: E 780 RESET 1953 DY0713_MARK LOGO: CGS DY0713_PROJECTION: FLUSH DY0713_MAGNETIC: N = NO MAGNETIC MATERIAL DY0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DY0713+STABILITY: SURFACE MOTION DY0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DY0713+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2002 DY0713 DY0713 HISTORY - Date Condition Report By DY0713 HISTORY - 1953 MONUMENTED CGS DY0713 HISTORY - 19531209 GOOD CGS DY0713 HISTORY - 1963 GOOD NGS DY0713 HISTORY - 20020728 GOOD INDIV DY0713 DY0713 STATION DESCRIPTION DY0713 DY0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LAC) DY0713'AT LONG BEACH, SET IN EASTERLY WINGWALL OF SOUTH END OF LA CO FC BOX DY0713'CULVERT, 51.1 FEET (15.6 M) RIGHT OF STATION 31+617, CENTERLINE DY0713'CARSON, 520 FEET (158.5 M) EAST OF CENTERLINE OF CLARK AVENUE. DY0713 DY0713 STATION RECOVERY (1963) DY0713 DY0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 DY0713'AT LONG BEACH. DY0713'2.1 MILES EAST ALONG CARSON STREET FROM THE INTERSECTION OF CHERRY DY0713'AVENUE AT LONG BEACH, ABOUT 0.2 MILES EAST OF BENCH MARK D 780, DY0713'0.1 MILE EAST OF CLARK AVENUE, AT A BRIDGE OVER A DRAINAGE DY0713'CANAL BR. NO. 53-566, IN THE TOP OF THE EAST ABUTMENT, 10 FEET DY0713'SOUTH OF THE SOUTH CURB OF THE STREET, 4 1/2-FEET EAST OF THE DY0713'EAST CONCRETE WALL OF THE CANAL, 1 1/2-FOOT NORTHWEST OF THE DY0713'SOUTHEAST END OF THE ABUTMENT, 0.6 FEET NORTHWEST OF A METAL DY0713'POST FOR A GUARD RAIL, FLUSH WITH THE TOP AND IN THE CENTER DY0713'OF THE ABUTMENT. DY0713 DY0713 STATION RECOVERY (2002) DY0713 DY0713'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MB) DY0713'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DY0622 *********************************************************************** DY0622 DESIGNATION - F 168 RESET 1962 DY0622 PID - DY0622 DY0622 STATE/COUNTY- CA/LOS ANGELES DY0622 USGS QUAD - LOS ALAMITOS (1981) DY0622 DY0622 *CURRENT SURVEY CONTROL DY0622 ___________________________________________________________________ DY0622* NAD 83(1986)- 33 46 09. (N) 118 07 03. (W) SCALED DY0622* NAVD 88 - 6.28 (+/-2cm) 20.6 (feet) VERTCON DY0622 ___________________________________________________________________ DY0622 GEOID HEIGHT- -35.67 (meters) GEOID99 DY0622 DY0622 VERT ORDER - THIRD (See Below) DY0622 DY0622.The horizontal coordinates were scaled from a topographic map and have DY0622.an estimated accuracy of +/- 6 seconds. DY0622 DY0622.The NAVD 88 height was computed by applying the VERTCON shift value to DY0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY0622.The vertical order pertains to the superseded datum. DY0622 DY0622.The geoid height was determined by GEOID99. DY0622 DY0622; North East Units Estimated Accuracy DY0622;SPC CA 5 - 529,870. 1,989,120. MT (+/- 180 meters Scaled) DY0622 DY0622 SUPERSEDED SURVEY CONTROL DY0622 DY0622 NGVD 29 - 5.52 (m) 18.1 (f) RESET 3 DY0622 DY0622.Superseded values are not recommended for survey control. DY0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY0622.See file dsdata.txt to determine how the superseded data were derived. DY0622 DY0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT965371(NAD 83) DY0622_MARKER: DB = BENCH MARK DISK DY0622_SETTING: 30 = CONCRETE FOOTING DY0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DY0622 DY0622 HISTORY - Date Condition Report By DY0622 HISTORY - UNK MONUMENTED CADH DY0622 HISTORY - 1962 GOOD NGS DY0622 DY0622 STATION DESCRIPTION DY0622 DY0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 DY0622'3.6 MI NE FROM SEAL BEACH. DY0622'1.2 MILES SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 DY0622'ALT.) FROM THE JUNCTION OF ANAHEIM STREET, 2.0 MILES NORTH OF THE DY0622'ELEMENTARY SCHOOL AT SEAL BEACH, 0.4 MILE NORTH OF THE NORTH END OF DY0622'THE BRIDGE OVER LOS ALAMITOS BAY, AT THE T JUNCTION OF COLORADO DY0622'STREET, 60 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 35 FEET DY0622'SOUTH OF THE CENTERLINE OF THE STREET, 4 FEET NORTHEAST OF 4 STRAND DY0622'BARBED WIRE FENCE, 25 FEET NORTHEAST PP B1411461Y, AND 40 FEET DY0622'SOUTHWEST OF PP 644968 E, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, DY0622'AND SET IN THE TOP OF A 2 FOOT DIAMETER CONCRETE FOOTING FLUSH WITH DY0622'THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DY1517 *********************************************************************** DY1517 DESIGNATION - F 417 RESET 1961 DY1517 PID - DY1517 DY1517 STATE/COUNTY- CA/LOS ANGELES DY1517 USGS QUAD - INGLEWOOD (1981) DY1517 DY1517 *CURRENT SURVEY CONTROL DY1517 ___________________________________________________________________ DY1517* NAD 83(1986)- 33 57 58. (N) 118 21 12. (W) SCALED DY1517* NAVD 88 - 38.65 (+/-2cm) 126.8 (feet) VERTCON DY1517 ___________________________________________________________________ DY1517 GEOID HEIGHT- -35.81 (meters) GEOID99 DY1517 DY1517 VERT ORDER - THIRD (See Below) DY1517 DY1517.The horizontal coordinates were scaled from a topographic map and have DY1517.an estimated accuracy of +/- 6 seconds. DY1517 DY1517.The NAVD 88 height was computed by applying the VERTCON shift value to DY1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY1517.The vertical order pertains to the superseded datum. DY1517 DY1517.The geoid height was determined by GEOID99. DY1517 DY1517; North East Units Estimated Accuracy DY1517;SPC CA 5 - 551,760. 1,967,340. MT (+/- 180 meters Scaled) DY1517 DY1517 SUPERSEDED SURVEY CONTROL DY1517 DY1517 NGVD 29 - 37.90 (m) 124.3 (f) RESET 3 DY1517 DY1517.Superseded values are not recommended for survey control. DY1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY1517.See file dsdata.txt to determine how the superseded data were derived. DY1517 DY1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT749592(NAD 83) DY1517_MARKER: DB = BENCH MARK DISK DY1517_SETTING: 30 = BASE OF LIGHT POST DY1517_STAMPING: F 417 RESET 1961 DY1517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DY1517 DY1517 HISTORY - Date Condition Report By DY1517 HISTORY - 1961 MONUMENTED CGS DY1517 DY1517 STATION DESCRIPTION DY1517 DY1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 DY1517'AT INGLEWOOD. DY1517'THIS MARK IS LOCATED AT INGLEWOOD, ABOUT 350 FEET WEST OF THE DY1517'WEST CURB OF LA BREA AVENUE, IN THE NORTHWEST BASE OF A LIGHT DY1517'POST, ON AN ISLAND DIVIDING THE WEST AND THE EAST TRAFFIC DY1517'ON FLORENCE AVENUE (OLD WEST REDONDO BOULEVARD), 37 FEET DY1517'NORTH OF THE NORTHEAST CORNER OF THE FIRE STATION NO. 1, GARAGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DY1542 *********************************************************************** DY1542 DESIGNATION - F 418 RESET 1961 DY1542 PID - DY1542 DY1542 STATE/COUNTY- CA/LOS ANGELES DY1542 USGS QUAD - INGLEWOOD (1981) DY1542 DY1542 *CURRENT SURVEY CONTROL DY1542 ___________________________________________________________________ DY1542* NAD 83(1986)- 33 57 51. (N) 118 22 15. (W) SCALED DY1542* NAVD 88 - 32.03 (+/-2cm) 105.1 (feet) VERTCON DY1542 ___________________________________________________________________ DY1542 GEOID HEIGHT- -35.84 (meters) GEOID99 DY1542 DY1542 VERT ORDER - THIRD (See Below) DY1542 DY1542.The horizontal coordinates were scaled from a topographic map and have DY1542.an estimated accuracy of +/- 6 seconds. DY1542 DY1542.The NAVD 88 height was computed by applying the VERTCON shift value to DY1542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY1542.The vertical order pertains to the superseded datum. DY1542 DY1542.The geoid height was determined by GEOID99. DY1542 DY1542; North East Units Estimated Accuracy DY1542;SPC CA 5 - 551,550. 1,965,730. MT (+/- 180 meters Scaled) DY1542 DY1542 SUPERSEDED SURVEY CONTROL DY1542 DY1542 NGVD 29 - 31.28 (m) 102.6 (f) RESET 3 DY1542 DY1542.Superseded values are not recommended for survey control. DY1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY1542.See file dsdata.txt to determine how the superseded data were derived. DY1542 DY1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT733590(NAD 83) DY1542_MARKER: DB = BENCH MARK DISK DY1542_SETTING: 30 = CURB DY1542_STAMPING: F 418 RESET 1961 DY1542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DY1542 DY1542 HISTORY - Date Condition Report By DY1542 HISTORY - 1961 MONUMENTED CGS DY1542 DY1542 STATION DESCRIPTION DY1542 DY1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 DY1542'AT INGLEWOOD. DY1542'THIS MARK IS LOCATED AT INGLEWOOD, NEAR THE ATCHISON, TOPEKA DY1542'AND SANTA FE RAILWAY, IN THE SOUTHWEST CONCRETE CURB AT THE DY1542'INTERSECTION OF FLORENCE AVENUE AND GLASGOW AVENUE, 12 FEET DY1542'WEST-NORTHWEST OF A POWER POLE, AND 1-1/2 FEET NORTH OF A FIRE DY1542'PLUG. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DY1519 *********************************************************************** DY1519 DESIGNATION - G 417 RESET 1961 DY1519 PID - DY1519 DY1519 STATE/COUNTY- CA/LOS ANGELES DY1519 USGS QUAD - INGLEWOOD (1981) DY1519 DY1519 *CURRENT SURVEY CONTROL DY1519 ___________________________________________________________________ DY1519* NAD 83(1986)- 33 57 57. (N) 118 21 14. (W) SCALED DY1519* NAVD 88 - 37.39 (+/-2cm) 122.7 (feet) VERTCON DY1519 ___________________________________________________________________ DY1519 GEOID HEIGHT- -35.81 (meters) GEOID99 DY1519 DY1519 VERT ORDER - THIRD (See Below) DY1519 DY1519.The horizontal coordinates were scaled from a topographic map and have DY1519.an estimated accuracy of +/- 6 seconds. DY1519 DY1519.The NAVD 88 height was computed by applying the VERTCON shift value to DY1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY1519.The vertical order pertains to the superseded datum. DY1519 DY1519.The geoid height was determined by GEOID99. DY1519 DY1519; North East Units Estimated Accuracy DY1519;SPC CA 5 - 551,730. 1,967,290. MT (+/- 180 meters Scaled) DY1519 DY1519 SUPERSEDED SURVEY CONTROL DY1519 DY1519 NGVD 29 - 36.64 (m) 120.2 (f) RESET 3 DY1519 DY1519.Superseded values are not recommended for survey control. DY1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY1519.See file dsdata.txt to determine how the superseded data were derived. DY1519 DY1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT749591(NAD 83) DY1519_MARKER: DB = BENCH MARK DISK DY1519_SETTING: 30 = CURB DY1519_STAMPING: G 417 RESET 1961 DY1519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DY1519 DY1519 HISTORY - Date Condition Report By DY1519 HISTORY - 1961 MONUMENTED CGS DY1519 DY1519 STATION DESCRIPTION DY1519 DY1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 DY1519'AT INGLEWOOD. DY1519'THIS MARK IS LOCATED AT INGLEWOOD, IN THE SOUTH CURB OF FLORENCE DY1519'AVENUE, 19-1/2 FEET EAST OF THE EAST CURB OF GREVILLEA DY1519'AVENUE, 25.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF FIRE DY1519'STATION NO. 1. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH4831 *********************************************************************** AH4831 DESIGNATION - G 767 RESET AH4831 PID - AH4831 AH4831 STATE/COUNTY- CA/LOS ANGELES AH4831 USGS QUAD - TORRANCE (1981) AH4831 AH4831 *CURRENT SURVEY CONTROL AH4831 ___________________________________________________________________ AH4831* NAD 83(1986)- 33 46 47. (N) 118 16 02. (W) SCALED AH4831* NAVD 88 - 8.20 (+/-2cm) 26.9 (feet) VERTCON AH4831 ___________________________________________________________________ AH4831 GEOID HEIGHT- -35.84 (meters) GEOID99 AH4831 AH4831 VERT ORDER - THIRD (See Below) AH4831 AH4831.The horizontal coordinates were scaled from a topographic map and have AH4831.an estimated accuracy of +/- 6 seconds. AH4831 AH4831.The NAVD 88 height was computed by applying the VERTCON shift value to AH4831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4831.The vertical order pertains to the superseded datum. AH4831 AH4831.The geoid height was determined by GEOID99. AH4831 AH4831; North East Units Estimated Accuracy AH4831;SPC CA 5 - 531,060. 1,975,250. MT (+/- 180 meters Scaled) AH4831 AH4831 SUPERSEDED SURVEY CONTROL AH4831 AH4831 NGVD 29 - 7.41 (m) 24.3 (f) RESET 3 AH4831 AH4831.Superseded values are not recommended for survey control. AH4831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4831.See file dsdata.txt to determine how the superseded data were derived. AH4831 AH4831_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT826384(NAD 83) AH4831_MARKER: DV = VERTICAL CONTROL DISK AH4831_SETTING: 35 = LIGHT POLE BASE AH4831_STAMPING: G 767 RESET 1975 AH4831_MARK LOGO: NGS AH4831_PROJECTION: FLUSH AH4831_MAGNETIC: N = NO MAGNETIC MATERIAL AH4831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4831+STABILITY: SURFACE MOTION AH4831 AH4831 HISTORY - Date Condition Report By AH4831 HISTORY - 1975 MONUMENTED NGS AH4831 AH4831 STATION DESCRIPTION AH4831 AH4831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 AH4831'IN WILMINGTON, IN THE SOUTHEAST CORNER OF THE TOP OF A 2 1/2 FOOT AH4831'CONCRETE BASE FOR A CONCRETE AND GRANITE STREET LIGHT POLE. IT IS AH4831'LOCATED IN THE NORTHWEST QUADRANT OF THE CROSS STREET JUNCTION OF AH4831'ANAHEIM AND LAGOON STREETS. 71.5 FEET (21.8 M) WEST OF CENTERLINE OF AH4831'ANAHEIM STREET, 25.7 FEET (7.8 M) WEST OF CENTERLINE OF LAGOON STREET, AH4831'71.7 FEET (21.9 M) NORTHNORTHEAST OF A FIRE HYDRANT, 1.0 FOOT (0.3 M) AH4831'WEST OF THE WEST CURB OF LAGOON STREET, 0.9 FOOT (27.4 CM) SOUTHEAST AH4831'OF THE SOUTHEAST BASE OF THE LIGHT POLE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DY0010 *********************************************************************** DY0010 DESIGNATION - J 371 RESET 1963 DY0010 PID - DY0010 DY0010 STATE/COUNTY- CA/LOS ANGELES DY0010 USGS QUAD - LOS ALAMITOS (1981) DY0010 DY0010 *CURRENT SURVEY CONTROL DY0010 ___________________________________________________________________ DY0010* NAD 83(1986)- 33 46 31. (N) 118 07 16. (W) SCALED DY0010* NAVD 88 - 25.98 (+/-2cm) 85.2 (feet) VERTCON DY0010 ___________________________________________________________________ DY0010 GEOID HEIGHT- -35.68 (meters) GEOID99 DY0010 DY0010 VERT ORDER - THIRD (See Below) DY0010 DY0010.The horizontal coordinates were scaled from a topographic map and have DY0010.an estimated accuracy of +/- 6 seconds. DY0010 DY0010.The NAVD 88 height was computed by applying the VERTCON shift value to DY0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY0010.The vertical order pertains to the superseded datum. DY0010 DY0010.The geoid height was determined by GEOID99. DY0010 DY0010; North East Units Estimated Accuracy DY0010;SPC CA 5 - 530,540. 1,988,780. MT (+/- 180 meters Scaled) DY0010 DY0010 SUPERSEDED SURVEY CONTROL DY0010 DY0010 NGVD 29 - 25.23 (m) 82.8 (f) RESET 3 DY0010 DY0010.Superseded values are not recommended for survey control. DY0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY0010.See file dsdata.txt to determine how the superseded data were derived. DY0010 DY0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT961378(NAD 83) DY0010_MARKER: DB = BENCH MARK DISK DY0010_SETTING: 30 = WALL DY0010_STAMPING: J 371 RESET 1963 DY0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DY0010 DY0010 HISTORY - Date Condition Report By DY0010 HISTORY - 1963 MONUMENTED CGS DY0010 DY0010 STATION DESCRIPTION DY0010 DY0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 DY0010'AT LONG BEACH. DY0010'AT LONG BEACH, 0.1 MILE NORTH ALONG BELLFLOWER BOULEVARD FROM DY0010'THE INTERSECTION OF PACIFIC COAST HIGHWAY (U.S. HIGHWAY 101 ALT.), DY0010'AT THE NORTHEAST CORNER OF THE INTERSECTION OF SEVENTH STREET DY0010'AND BELLFLOWER BOULEVARD, IN THE TOP OF A CONCRETE WALL WHICH DY0010'MARKS THE SOUTHWEST CORNER OF THE VETERANS ADMINISTRATION DY0010'HOSPITAL PROPERTY. IT LIES 52 FEET NORTH OF THE SOUTH BOUNDRY DY0010'OF THE HOSPITAL GROUNDS. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW0515 *********************************************************************** EW0515 DESIGNATION - J 489 RESET 1967 EW0515 PID - EW0515 EW0515 STATE/COUNTY- CA/LOS ANGELES EW0515 USGS QUAD - LANCASTER WEST (1974) EW0515 EW0515 *CURRENT SURVEY CONTROL EW0515 ___________________________________________________________________ EW0515* NAD 83(1986)- 34 39 01. (N) 118 12 32. (W) SCALED EW0515* NAVD 88 - 749.04 (+/-2cm) 2457.5 (feet) VERTCON EW0515 ___________________________________________________________________ EW0515 GEOID HEIGHT- -32.16 (meters) GEOID99 EW0515 EW0515 VERT ORDER - THIRD (See Below) EW0515 EW0515.The horizontal coordinates were scaled from a topographic map and have EW0515.an estimated accuracy of +/- 6 seconds. EW0515 EW0515.The NAVD 88 height was computed by applying the VERTCON shift value to EW0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW0515.The vertical order pertains to the superseded datum. EW0515 EW0515.The geoid height was determined by GEOID99. EW0515 EW0515; North East Units Estimated Accuracy EW0515;SPC CA 5 - 627,610. 1,980,850. MT (+/- 180 meters Scaled) EW0515 EW0515 SUPERSEDED SURVEY CONTROL EW0515 EW0515 NGVD 29 - 748.18 (m) 2454.7 (f) RESET 3 EW0515 EW0515.Superseded values are not recommended for survey control. EW0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW0515.See file dsdata.txt to determine how the superseded data were derived. EW0515 EW0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU892349(NAD 83) EW0515_MARKER: DB = BENCH MARK DISK EW0515_SETTING: 30 = CONCRETE FLOOR EW0515_STAMPING: J 489 1955 RESET 1967 EW0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW0515 EW0515 HISTORY - Date Condition Report By EW0515 HISTORY - 1967 MONUMENTED CGS EW0515 EW0515 STATION DESCRIPTION EW0515 EW0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 EW0515'AT QUARTZ HILL AIRPORT. EW0515'AT THE QUARTZ HILL AIRPORT, NEAR THE CENTER OF THE AIRCRAFT EW0515'ENTRANCE AT THE SOUTH END OF THE QUONSET TYPE HANGAR, AND EW0515'CEMENTED FLUSH, IN A DRILL HOLE, IN THE CONCRETE FLOOR OF THE EW0515'HANGAR. IT IS 20.7 FEET EAST OF THE SOUTHEAST CORNER AND 19.7 EW0515'FEET WEST OF THE SOUTHEAST CORNER OF THE HANGER, AND 12 INCHES EW0515'NORTHEAST OF THE SOUTH EDGE, AND CENTER, OF THE HANGER FLOOR. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DY0517 *********************************************************************** DY0517 DESIGNATION - K 778 RESET 1954 DY0517 PID - DY0517 DY0517 STATE/COUNTY- CA/LOS ANGELES DY0517 USGS QUAD - WHITTIER (1981) DY0517 DY0517 *CURRENT SURVEY CONTROL DY0517 ___________________________________________________________________ DY0517* NAD 83(1986)- 33 53 51. (N) 118 01 44. (W) SCALED DY0517* NAVD 88 - 29.45 (+/-2cm) 96.6 (feet) VERTCON DY0517 ___________________________________________________________________ DY0517 GEOID HEIGHT- -35.38 (meters) GEOID99 DY0517 DY0517 VERT ORDER - THIRD (See Below) DY0517 DY0517.The horizontal coordinates were scaled from a topographic map and have DY0517.an estimated accuracy of +/- 6 seconds. DY0517 DY0517.The NAVD 88 height was computed by applying the VERTCON shift value to DY0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY0517.The vertical order pertains to the superseded datum. DY0517 DY0517.The geoid height was determined by GEOID99. DY0517 DY0517; North East Units Estimated Accuracy DY0517;SPC CA 5 - 544,090. 1,997,330. MT (+/- 180 meters Scaled) DY0517 DY0517 SUPERSEDED SURVEY CONTROL DY0517 DY0517 NGVD 29 - 28.72 (m) 94.2 (f) RESET 3 DY0517 DY0517.Superseded values are not recommended for survey control. DY0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY0517.See file dsdata.txt to determine how the superseded data were derived. DY0517 DY0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT048512(NAD 83) DY0517_MARKER: DB = BENCH MARK DISK DY0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DY0517_STAMPING: K 778 1945 RESET 1954 DY0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DY0517+STABILITY: SURFACE MOTION DY0517 DY0517 HISTORY - Date Condition Report By DY0517 HISTORY - 1954 MONUMENTED CGS DY0517 DY0517 STATION DESCRIPTION DY0517 DY0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 DY0517'3.3 MI E FROM EAST NORWALK. DY0517'3.3 MILES EAST OF NORWALK, AT THE INTERSECTION OF VALLEY VIEW DY0517'AVENUE AND STAGE ROAD, 15.5 FEET SOUTH OF THE CENTERLINE OF STAGE DY0517'ROAD, 21.5 FEET EAST OF THE CENTERLINE OF VALLEY VIEW AVENUE, DY0517'AT A CULVERT UNDER STAGE ROAD, AND IN THE TOP OF THE SOUTH END, SET DY0517'IN THE TOP OF A CONCRETE POST. NOTE-- THIS BENCH MARK WAS DY0517'ESTABLISHED AND ITS ELEVATION DETERMINED BY THE LOS ANGELES COUNTY DY0517'SURVEYOR IN SEPTEMBER 1954. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW2325 *********************************************************************** EW2325 DESIGNATION - L 1135 RESET 1967 EW2325 PID - EW2325 EW2325 STATE/COUNTY- CA/LOS ANGELES EW2325 USGS QUAD - VAN NUYS (1972) EW2325 EW2325 *CURRENT SURVEY CONTROL EW2325 ___________________________________________________________________ EW2325* NAD 83(1986)- 34 12 07. (N) 118 23 52. (W) SCALED EW2325* NAVD 88 - 229.25 (+/-2cm) 752.1 (feet) VERTCON EW2325 ___________________________________________________________________ EW2325 GEOID HEIGHT- -34.43 (meters) GEOID99 EW2325 EW2325 VERT ORDER - THIRD (See Below) EW2325 EW2325.The horizontal coordinates were scaled from a topographic map and have EW2325.an estimated accuracy of +/- 6 seconds. EW2325 EW2325.The NAVD 88 height was computed by applying the VERTCON shift value to EW2325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW2325.The vertical order pertains to the superseded datum. EW2325 EW2325.The geoid height was determined by GEOID99. EW2325 EW2325; North East Units Estimated Accuracy EW2325;SPC CA 5 - 577,940. 1,963,340. MT (+/- 180 meters Scaled) EW2325 EW2325 SUPERSEDED SURVEY CONTROL EW2325 EW2325 NGVD 29 - 228.47 (m) 749.6 (f) RESET 3 EW2325 EW2325.Superseded values are not recommended for survey control. EW2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW2325.See file dsdata.txt to determine how the superseded data were derived. EW2325 EW2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT712854(NAD 83) EW2325_MARKER: DB = BENCH MARK DISK EW2325_SETTING: 30 = WALL EW2325_STAMPING: L 1135 1961 RESET 1967 EW2325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW2325 EW2325 HISTORY - Date Condition Report By EW2325 HISTORY - 1967 MONUMENTED CGS EW2325 EW2325 STATION DESCRIPTION EW2325 EW2325'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 EW2325'5.4 MI NW FROM BURBANK. EW2325'5.35 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD EW2325'FROM THE STATION AT BURBANK, 300 FEET NORTH OF THE INTERSECTION EW2325'OF LAUREL CANYON BLVD. AND SHERMAN WAY, 56.0 FEET WEST OF THE EW2325'CENTER OF LAUREL CANYON BLVD., 10.5 FEET SOUTH OF THE SOUTH RAIL EW2325'OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 2.5 FEET WEST OF THE EW2325'EAST EDGE OF THE TOP OF A RETAINING WALL, 2.3 FEET SOUTH OF THE EW2325'SOUTH CONCRETE WALL OF THE RAILROAD OVERPASS SPANNING LAUREL EW2325'CANYON BLVD., AND 1.5 FEET EAST OF THE WEST EDGE OF THE RETAINING EW2325'WALL. NOTE-- THE BENCH MARK IS CEMENTED IN A DRILL HOLE IN THE EW2325'SOUTHWEST CORNER OF THE OVERPASS RETAINING WALL, AND IS ABOUT EW2325'4 FEET LOWER IN ELEVATION THAN THE TRACKS. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DY1183 *********************************************************************** DY1183 DESIGNATION - L 50 RESET 1968 DY1183 PID - DY1183 DY1183 STATE/COUNTY- CA/LOS ANGELES DY1183 USGS QUAD - VENICE (1981) DY1183 DY1183 *CURRENT SURVEY CONTROL DY1183 ___________________________________________________________________ DY1183* NAD 83(1986)- 33 59 49. (N) 118 28 50. (W) SCALED DY1183* NAVD 88 - 8.16 (+/-2cm) 26.8 (feet) VERTCON DY1183 ___________________________________________________________________ DY1183 GEOID HEIGHT- -35.81 (meters) GEOID99 DY1183 DY1183 VERT ORDER - THIRD (See Below) DY1183 DY1183.The horizontal coordinates were scaled from a topographic map and have DY1183.an estimated accuracy of +/- 6 seconds. DY1183 DY1183.The NAVD 88 height was computed by applying the VERTCON shift value to DY1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY1183.The vertical order pertains to the superseded datum. DY1183 DY1183.The geoid height was determined by GEOID99. DY1183 DY1183; North East Units Estimated Accuracy DY1183;SPC CA 5 - 555,230. 1,955,600. MT (+/- 180 meters Scaled) DY1183 DY1183 SUPERSEDED SURVEY CONTROL DY1183 DY1183 NGVD 29 - 7.41 (m) 24.3 (f) RESET 3 DY1183 DY1183.Superseded values are not recommended for survey control. DY1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY1183.See file dsdata.txt to determine how the superseded data were derived. DY1183 DY1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT632628(NAD 83) DY1183_MARKER: DB = BENCH MARK DISK DY1183_SETTING: 30 = CURB DY1183_STAMPING: L 50 RESET 1968 DY1183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DY1183 DY1183 HISTORY - Date Condition Report By DY1183 HISTORY - 1968 MONUMENTED CGS DY1183 HISTORY - 1968 GOOD NGS DY1183 HISTORY - 1973 GOOD CA-037 DY1183 DY1183 STATION DESCRIPTION DY1183 DY1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 DY1183'AT SANTA MONICA. DY1183'AT SANTA MONICA, AT THE INTERSECTION OF NEILSON WAY AND BARNARD DY1183'WAY, 48 FEET SOUTHWEST OF THE SOUTHWEST CURB OF NEILSON WAY, DY1183'36.4 FEET SOUTHWEST OF A FIRE HYDRANT, 31.5 FEET NORTHWEST OF THE DY1183'CENTER OF BARNARD WAY, 4 FEET SOUTHWEST OF A NO PARKING SIGN, SET DY1183'IN THE NORTHWEST CURB OF BARNARD WAY AND ABOUT 4 INCHES ABOVE DY1183'THE STREET. DY1183 DY1183 STATION RECOVERY (1968) DY1183 DY1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 DY1183'RECOVERED IN GOOD CONDITION. DY1183 DY1183 STATION RECOVERY (1973) DY1183 DY1183'RECOVERY NOTE BY LOS ANGELES COUNTY CALIFORNIA 1973 DY1183'PACIFIC AVENUE AND NEILSON WAY ON CENTERLINE, AT CITY LIMITS LOS DY1183'ANGELES AND SANTA MONICA, ABOUT 118 FEET SOUTH OF MARINE STREET TO THE DY1183'EAST AND BARNARD WAY TO THE WEST, 22.3 FEET EAST OF LEAD AND TACK IN DY1183'WESTERLY CURB, 26.6 FEET WEST OF LEAD AND TACK IN EASTERLY CURB, 39.2 DY1183'FEET NORTHEAST OF A STREETLIGHT POLE. SET 10 INCHES DEEP UNDER A CITY DY1183'OF LOS ANGELES CAST IRON COVER. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DY1389 *********************************************************************** DY1389 DESIGNATION - M 776 RESET 1962 DY1389 PID - DY1389 DY1389 STATE/COUNTY- CA/LOS ANGELES DY1389 USGS QUAD - VENICE (1981) DY1389 DY1389 *CURRENT SURVEY CONTROL DY1389 ___________________________________________________________________ DY1389* NAD 83(1986)- 33 58 51. (N) 118 23 40. (W) SCALED DY1389* NAVD 88 - 9.42 (+/-2cm) 30.9 (feet) VERTCON DY1389 ___________________________________________________________________ DY1389 GEOID HEIGHT- -35.80 (meters) GEOID99 DY1389 DY1389 VERT ORDER - THIRD (See Below) DY1389 DY1389.The horizontal coordinates were scaled from a topographic map and have DY1389.an estimated accuracy of +/- 6 seconds. DY1389 DY1389.The NAVD 88 height was computed by applying the VERTCON shift value to DY1389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY1389.The vertical order pertains to the superseded datum. DY1389 DY1389.The geoid height was determined by GEOID99. DY1389 DY1389; North East Units Estimated Accuracy DY1389;SPC CA 5 - 553,410. 1,963,550. MT (+/- 180 meters Scaled) DY1389 DY1389 SUPERSEDED SURVEY CONTROL DY1389 DY1389 NGVD 29 - 8.66 (m) 28.4 (f) RESET 3 DY1389 DY1389.Superseded values are not recommended for survey control. DY1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY1389.See file dsdata.txt to determine how the superseded data were derived. DY1389 DY1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT711609(NAD 83) DY1389_MARKER: DB = BENCH MARK DISK DY1389_SETTING: 30 = CULVERT DY1389_STAMPING: M 776 RESET 1962 DY1389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DY1389 DY1389 HISTORY - Date Condition Report By DY1389 HISTORY - 1962 MONUMENTED CGS DY1389 HISTORY - 1964 GOOD NGS DY1389 DY1389 STATION DESCRIPTION DY1389 DY1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 DY1389'AT LOS ANGELES. DY1389'AT LOS ANGELES, AT THE SOUTHWEST CORNER OF THE INTERSECTION DY1389'OF SEPULVEDA BOULEVARD AND CENTINELA AVENUE, IN THE TOP OF DY1389'THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A DOUBLE CONCRETE DY1389'BOX CULVERT, 0.9 FOOT NORTH OF THE NORTH END OF THE WEST STEEL DY1389'GUARD RAIL, 8.0 FEET WEST OF THE WEST CURB OF THE BOULEVARD, DY1389'59 FEET SOUTH OF THE SOUTH CURB OF THE AVENUE, AND ABOUT 1/2 FOOT DY1389'HIGHER THAN THE BOULEVARD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9731 *********************************************************************** AA9731 DESIGNATION - N 1374 RESET AA9731 PID - AA9731 AA9731 STATE/COUNTY- CA/LOS ANGELES AA9731 USGS QUAD - SAN FERNANDO (1988) AA9731 AA9731 *CURRENT SURVEY CONTROL AA9731 ___________________________________________________________________ AA9731* NAD 83(1986)- 34 19 11. (N) 118 29 51. (W) SCALED AA9731* NAVD 88 - 392.35 (meters) 1287.2 (feet) RESET AA9731 ___________________________________________________________________ AA9731 GEOID HEIGHT- -34.12 (meters) GEOID99 AA9731 AA9731 VERT ORDER - THIRD AA9731 AA9731.The horizontal coordinates were scaled from a topographic map and have AA9731.an estimated accuracy of +/- 6 seconds. AA9731 AA9731.The orthometric height was computed from unverified reset data. AA9731 AA9731.The geoid height was determined by GEOID99. AA9731 AA9731; North East Units Estimated Accuracy AA9731;SPC CA 5 - 591,040. 1,954,210. MT (+/- 180 meters Scaled) AA9731 AA9731 SUPERSEDED SURVEY CONTROL AA9731 AA9731.No superseded survey control is available for this station. AA9731 AA9731_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT622986(NAD 83) AA9731_MARKER: DV = VERTICAL CONTROL DISK AA9731_SETTING: 32 = DRAIN HEADWALL AA9731_STAMPING: N 1374 RESET 1995 AA9731_MARK LOGO: NGS AA9731_MAGNETIC: N = NO MAGNETIC MATERIAL AA9731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA9731+STABILITY: SURFACE MOTION AA9731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AA9731+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1995 AA9731 AA9731 HISTORY - Date Condition Report By AA9731 HISTORY - 1995 MONUMENTED CADT AA9731 HISTORY - 19951004 GOOD MWDSC AA9731 AA9731 STATION DESCRIPTION AA9731 AA9731'DESCRIBED BY CALTRANS 1995 (JET) AA9731'IN SAN FERNANDO, AT THE NORTHEASTERLY END OF HEADWALL, 26.9 M AA9731'(88.4 FT) SOUTHWESTERLY OF THE NORTH BOUND SAN FERNANDO ROAD AA9731'CENTERLINE, 33.6 M (110.2 FT) SOUTHEASTERLY OF THE SOUTHEAST FACE OF AA9731'THE BALBOA BOULEVARD OVERPASS PIER WHICH IS SOUTHWEST OF SAN AA9731'FERNANDO ROAD 10.7 M (35.1 FT) WESTERLY OF CENTER OF POWER POLE AA9731'338451M. AA9731 AA9731 STATION RECOVERY (1995) AA9731 AA9731'RECOVERY NOTE BY METRO WATER DISTR SO. CALIFORNIA 1995 (DEL) AA9731'GRANADA HILLS, NEAR THE INTERSECTION OF SAN FERNANDO ROAD AND BALBOA AA9731'BLVD OVERCROSSING. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW4441 *********************************************************************** EW4441 DESIGNATION - P 1135 RESET 1967 EW4441 PID - EW4441 EW4441 STATE/COUNTY- CA/LOS ANGELES EW4441 USGS QUAD - CANOGA PARK (1967) EW4441 EW4441 *CURRENT SURVEY CONTROL EW4441 ___________________________________________________________________ EW4441* NAD 83(1986)- 34 13 15. (N) 118 35 51. (W) SCALED EW4441* NAVD 88 - 257.96 (+/-2cm) 846.3 (feet) VERTCON EW4441 ___________________________________________________________________ EW4441 GEOID HEIGHT- -34.68 (meters) GEOID99 EW4441 EW4441 VERT ORDER - THIRD (See Below) EW4441 EW4441.The horizontal coordinates were scaled from a topographic map and have EW4441.an estimated accuracy of +/- 6 seconds. EW4441 EW4441.The NAVD 88 height was computed by applying the VERTCON shift value to EW4441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW4441.The vertical order pertains to the superseded datum. EW4441 EW4441.The geoid height was determined by GEOID99. EW4441 EW4441; North East Units Estimated Accuracy EW4441;SPC CA 5 - 580,120. 1,944,950. MT (+/- 180 meters Scaled) EW4441 EW4441 SUPERSEDED SURVEY CONTROL EW4441 EW4441 NGVD 29 - 257.18 (m) 843.8 (f) RESET 3 EW4441 EW4441.Superseded values are not recommended for survey control. EW4441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW4441.See file dsdata.txt to determine how the superseded data were derived. EW4441 EW4441_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT528877(NAD 83) EW4441_MARKER: DB = BENCH MARK DISK EW4441_SETTING: 36 = FOUNDATION EW4441_STAMPING: P 1135 1961 RESET 1967 EW4441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EW4441 EW4441 HISTORY - Date Condition Report By EW4441 HISTORY - 1967 MONUMENTED CGS EW4441 HISTORY - 1978 GOOD NGS EW4441 EW4441 STATION DESCRIPTION EW4441 EW4441'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 EW4441'1.4 MI N FROM CANOGA PARK. EW4441'1.45 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD EW4441'FROM ITS CROSSING OF SHERMAN WAY AT CANOGA PARK, 0.1 MILE NORTH EW4441'OF THE CROSSING OF ROSCOE AVENUE, 69.7 FEET EAST OF THE EAST EW4441'RAIL OF THE RAILROAD, AT THE NORTHWEST CORNER OF THE SAVE MART EW4441'EMPORIUM BUILDING, CEMENTED IN A DRILL HOLE, FLUSH WITH THE EW4441'SURFACE, IN THE TOP OF A CONCRETE FOUNDATION OF AN EXTENSION OF EW4441'A CONCRETE LOADING DOCK WHICH ALSO FORMS THE NORTHEAST CORNER EW4441'OF AN ENTRANCE TO A BASEMENT STAIRWAY. IT IS 1.0 FOOT NORTH EW4441'OF THE NORTHWEST CORNER OF THE SAVE MART EMPORIUM BUILDING AND EW4441'1.0 FOOT SOUTH OF THE NORTH END OF THE STAIRWAY FOUNDATION. EW4441 EW4441 STATION RECOVERY (1978) EW4441 EW4441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 EW4441'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH2560 *********************************************************************** AH2560 DESIGNATION - P 576 RESET AH2560 PID - AH2560 AH2560 STATE/COUNTY- CA/LOS ANGELES AH2560 USGS QUAD - MALIBU BEACH (1995) AH2560 AH2560 *CURRENT SURVEY CONTROL AH2560 ___________________________________________________________________ AH2560* NAD 83(1986)- 34 02 17. (N) 118 38 57. (W) SCALED AH2560* NAVD 88 - 5.71 (+/-2cm) 18.7 (feet) VERTCON AH2560 ___________________________________________________________________ AH2560 GEOID HEIGHT- -35.62 (meters) GEOID99 AH2560 AH2560 VERT ORDER - THIRD (See Below) AH2560 AH2560.The horizontal coordinates were scaled from a topographic map and have AH2560.an estimated accuracy of +/- 6 seconds. AH2560 AH2560.The NAVD 88 height was computed by applying the VERTCON shift value to AH2560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH2560.The vertical order pertains to the superseded datum. AH2560 AH2560.The geoid height was determined by GEOID99. AH2560 AH2560; North East Units Estimated Accuracy AH2560;SPC CA 5 - 559,880. 1,940,050. MT (+/- 180 meters Scaled) AH2560 AH2560 SUPERSEDED SURVEY CONTROL AH2560 AH2560 NGVD 29 - 4.94 (m) 16.2 (f) RESET 3 AH2560 AH2560.Superseded values are not recommended for survey control. AH2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH2560.See file dsdata.txt to determine how the superseded data were derived. AH2560 AH2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT477676(NAD 83) AH2560_MARKER: DB = BENCH MARK DISK AH2560_SETTING: 38 = BRIDGE ABUTMENT AH2560_STAMPING: P 576 RESET 1943 AH2560_MARK LOGO: CGS AH2560_PROJECTION: FLUSH AH2560_MAGNETIC: N = NO MAGNETIC MATERIAL AH2560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH2560 AH2560 HISTORY - Date Condition Report By AH2560 HISTORY - 1943 MONUMENTED CA-037 AH2560 AH2560 STATION DESCRIPTION AH2560 AH2560'DESCRIBED BY LOS ANGELES COUNTY CALIFORNIA 1943 (AJ) AH2560'ON ROOSEVELT HIGHWAY (US 101 ALT) , 5.5 MILES (8.9 KM) WEST OF AH2560'CASTELLAMMARE OVERHEAD BRIDGE AND 1.7 MILES (2.7 KM) EAST OF MALIBU AH2560'SPORT FISHING PIER, A BRASS DISK SET FLUSH IN CONCRETE ON EAST AH2560'ABUTMENT OF COAL CREEK CANYON BRIDGE ON NORTH SIDE OF HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DY9341 *********************************************************************** DY9341 DESIGNATION - Q 1217 RESET DY9341 PID - DY9341 DY9341 STATE/COUNTY- CA/LOS ANGELES DY9341 USGS QUAD - REDONDO BEACH (1981) DY9341 DY9341 *CURRENT SURVEY CONTROL DY9341 ___________________________________________________________________ DY9341* NAD 83(1986)- 33 50 00. (N) 118 23 22. (W) SCALED DY9341* NAVD 88 - 17.25 (+/-2cm) 56.6 (feet) VERTCON DY9341 ___________________________________________________________________ DY9341 GEOID HEIGHT- -36.07 (meters) GEOID99 DY9341 DY9341 VERT ORDER - THIRD (See Below) DY9341 DY9341.The horizontal coordinates were scaled from a topographic map and have DY9341.an estimated accuracy of +/- 6 seconds. DY9341 DY9341.The NAVD 88 height was computed by applying the VERTCON shift value to DY9341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY9341.The vertical order pertains to the superseded datum. DY9341 DY9341.The geoid height was determined by GEOID99. DY9341 DY9341; North East Units Estimated Accuracy DY9341;SPC CA 5 - 537,050. 1,963,950. MT (+/- 180 meters Scaled) DY9341 DY9341 SUPERSEDED SURVEY CONTROL DY9341 DY9341 NGVD 29 - 16.54 (m) 54.3 (f) RESET 3 DY9341 DY9341.Superseded values are not recommended for survey control. DY9341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY9341.See file dsdata.txt to determine how the superseded data were derived. DY9341 DY9341_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT714445(NAD 83) DY9341_MARKER: DV = VERTICAL CONTROL DISK DY9341_SETTING: 35 = LIGHT POLE BASE DY9341_STAMPING: Q 1217 RESET 1978 DY9341_MARK LOGO: NGS DY9341_MAGNETIC: N = NO MAGNETIC MATERIAL DY9341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DY9341+STABILITY: SURFACE MOTION DY9341 DY9341 HISTORY - Date Condition Report By DY9341 HISTORY - 1978 MONUMENTED NGS DY9341 DY9341 STATION DESCRIPTION DY9341 DY9341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 DY9341'IN REDONDO BEACH, IN THE WEST BASE OF A CONCRETE AND GRANITE STREET DY9341'LIGHT POLE BASE, ON THE EAST SIDE OF ESPLANADE, 140.0 FEET (42.7 M) DY9341'SOUTH OF THE CENTERLINE OF SAPPHIRE STREET, 21.0 FEET (6.4 M) EAST OF DY9341'THE CENTERLINE OF ESPLANADE AT THE CURB LINE OF APARTMENT BUILDING DY9341'604 ESPLANADE, 0.8 FOOT (24.4 CM) EAST OF EAST EDGE OF THE EAST CURB, DY9341'0.4 FOOT (12.2 CM) WEST OF WEST BASE OF THE STREET LIGHT POLE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW1078 *********************************************************************** EW1078 DESIGNATION - R 32 RESET 1967 EW1078 PID - EW1078 EW1078 STATE/COUNTY- CA/LOS ANGELES EW1078 USGS QUAD - LOS ANGELES (1994) EW1078 EW1078 *CURRENT SURVEY CONTROL EW1078 ___________________________________________________________________ EW1078* NAD 83(1986)- 34 03 06. (N) 118 14 50. (W) SCALED EW1078* NAVD 88 - 91.81 (+/-2cm) 301.2 (feet) VERTCON EW1078 ___________________________________________________________________ EW1078 GEOID HEIGHT- -35.11 (meters) GEOID99 EW1078 EW1078 VERT ORDER - THIRD (See Below) EW1078 EW1078.The horizontal coordinates were scaled from a topographic map and have EW1078.an estimated accuracy of +/- 6 seconds. EW1078 EW1078.The NAVD 88 height was computed by applying the VERTCON shift value to EW1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW1078.The vertical order pertains to the superseded datum. EW1078 EW1078.The geoid height was determined by GEOID99. EW1078 EW1078; North East Units Estimated Accuracy EW1078;SPC CA 5 - 561,220. 1,977,170. MT (+/- 180 meters Scaled) EW1078 EW1078 SUPERSEDED SURVEY CONTROL EW1078 EW1078 NGVD 29 - 91.03 (m) 298.7 (f) RESET 3 EW1078 EW1078.Superseded values are not recommended for survey control. EW1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW1078.See file dsdata.txt to determine how the superseded data were derived. EW1078 EW1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT848685(NAD 83) EW1078_MARKER: DB = BENCH MARK DISK EW1078_SETTING: 30 = CURB EW1078_STAMPING: R 32 299 RESET 1967 EW1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW1078 EW1078 HISTORY - Date Condition Report By EW1078 HISTORY - 1967 MONUMENTED CGS EW1078 EW1078 STATION DESCRIPTION EW1078 EW1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 EW1078'AT LOS ANGELES. EW1078'AT LOS ANGELES, CEMENTED IN A DRILL HOLE IN THE TOP OF THE EW1078'SOUTH CURB ALONG 2ND. STREET, BETWEEN BROADWAY AND HILL STREET, EW1078'AT THE NORTH ENTRANCE TO THE OLD WATER AND POWER BUILDING AT EW1078'316 2ND. STREET AND 10 FEET NORTH OF THE NORTH BASE OF THE EW1078'BUILDING. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV2473 *********************************************************************** EV2473 DESIGNATION - S 35 A EV2473 PID - EV2473 EV2473 STATE/COUNTY- CA/LOS ANGELES EV2473 USGS QUAD - BALDWIN PARK (1981) EV2473 EV2473 *CURRENT SURVEY CONTROL EV2473 ___________________________________________________________________ EV2473* NAD 83(1986)- 34 05 15. (N) 117 53 21. (W) SCALED EV2473* NAVD 88 - 167.75 (+/-2cm) 550.4 (feet) VERTCON EV2473 ___________________________________________________________________ EV2473 GEOID HEIGHT- -33.96 (meters) GEOID99 EV2473 EV2473 VERT ORDER - THIRD (See Below) EV2473 EV2473.The horizontal coordinates were scaled from a topographic map and have EV2473.an estimated accuracy of +/- 6 seconds. EV2473 EV2473.The NAVD 88 height was computed by applying the VERTCON shift value to EV2473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV2473.The vertical order pertains to the superseded datum. EV2473 EV2473.The geoid height was determined by GEOID99. EV2473 EV2473; North East Units Estimated Accuracy EV2473;SPC CA 5 - 565,180. 2,010,230. MT (+/- 180 meters Scaled) EV2473 EV2473 SUPERSEDED SURVEY CONTROL EV2473 EV2473 NGVD 29 - 166.99 (m) 547.9 (f) RESET 3 EV2473 EV2473.Superseded values are not recommended for survey control. EV2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV2473.See file dsdata.txt to determine how the superseded data were derived. EV2473 EV2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT179722(NAD 83) EV2473_MARKER: DB = BENCH MARK DISK EV2473_SETTING: 36 = BUILDING EV2473_STAMPING: S 35 A 1962 EV2473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EV2473 EV2473 HISTORY - Date Condition Report By EV2473 HISTORY - 1962 MONUMENTED CGS EV2473 EV2473 STATION DESCRIPTION EV2473 EV2473'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 EV2473'AT COVINA. EV2473'AT COVINA, AT THE ENTRANCE TO THE CITY HALL, 125 COLLEGE EV2473'STREET, IN THE WALKWWAY ON THE EAST SIDE OF THE ENTRANCE, 1.1 EV2473'FOOT NORTH OF THE SOUTH WALL OF THE BUILDING, 4 INCHES WEST EV2473'OF THE EAST WALL OF THE ARCHWAY. A STANDARD BRASS DISK STAMPED, 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV9353 *********************************************************************** EV9353 DESIGNATION - S 36 RESET EV9353 PID - EV9353 EV9353 STATE/COUNTY- CA/LOS ANGELES EV9353 USGS QUAD - SAN DIMAS (1981) EV9353 EV9353 *CURRENT SURVEY CONTROL EV9353 ___________________________________________________________________ EV9353* NAD 83(1986)- 34 03 18. (N) 117 45 04. (W) SCALED EV9353* NAVD 88 - 258.92 (+/-2cm) 849.5 (feet) VERTCON EV9353 ___________________________________________________________________ EV9353 GEOID HEIGHT- -33.73 (meters) GEOID99 EV9353 EV9353 VERT ORDER - THIRD (See Below) EV9353 EV9353.The horizontal coordinates were scaled from a topographic map and have EV9353.an estimated accuracy of +/- 6 seconds. EV9353 EV9353.The NAVD 88 height was computed by applying the VERTCON shift value to EV9353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV9353.The vertical order pertains to the superseded datum. EV9353 EV9353.The geoid height was determined by GEOID99. EV9353 EV9353; North East Units Estimated Accuracy EV9353;SPC CA 5 - 561,590. 2,022,980. MT (+/- 180 meters Scaled) EV9353 EV9353 SUPERSEDED SURVEY CONTROL EV9353 EV9353 NGVD 29 - 258.17 (m) 847.0 (f) RESET 3 EV9353 EV9353.Superseded values are not recommended for survey control. EV9353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV9353.See file dsdata.txt to determine how the superseded data were derived. EV9353 EV9353_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT306685(NAD 83) EV9353_MARKER: DB = BENCH MARK DISK EV9353_SETTING: 35 = FOUNDATION SHAFT EV9353_STAMPING: S 36 RESET 1970 EV9353_MARK LOGO: CGS EV9353_MAGNETIC: N = NO MAGNETIC MATERIAL EV9353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV9353+STABILITY: SURFACE MOTION EV9353 EV9353 HISTORY - Date Condition Report By EV9353 HISTORY - 1970 MONUMENTED NGS EV9353 EV9353 STATION DESCRIPTION EV9353 EV9353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 EV9353'IN POMONA, ON THE NORTH SIDE OF THE POMONA CITY HALL BUILDING, 150 EV9353'FEET (45.7 M) SOUTHWEST OF THE T-INTERSECTION OF WEST MISSION EV9353'BOULEVARD AND THOMAS STREET, 63.0 FEET (19.2 M) SOUTH OF THE SOUTH EV9353'CURB OF THE BOULEVARD, 20.5 FEET (6.2 M) NORTHWEST OF THE NORTHWEST EV9353'CORNER OF THE CITY HALL BUILDING, 6.8 FEET (2.1 M) EAST OF THE EAST EV9353'CURB OF THE CITY EMPLOYEES PARKING LOT ON THE EAST SIDE OF THE EV9353'BUILDING, IN THE TOP OF THE SOUTHEAST CORNER OF A CONCRETE AND STEEL EV9353'SHAFT THAT DESCENDS 10 FEET (3.0 M) BENEATH THE GROUND SURFACE AND EV9353'PROJECTS 4 FEET (1.2 M) ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DY1530 *********************************************************************** DY1530 DESIGNATION - S 417 RESET 1961 DY1530 PID - DY1530 DY1530 STATE/COUNTY- CA/LOS ANGELES DY1530 USGS QUAD - INGLEWOOD (1981) DY1530 DY1530 *CURRENT SURVEY CONTROL DY1530 ___________________________________________________________________ DY1530* NAD 83(1986)- 33 58 02. (N) 118 21 37. (W) SCALED DY1530* NAVD 88 - 35.20 (+/-2cm) 115.5 (feet) VERTCON DY1530 ___________________________________________________________________ DY1530 GEOID HEIGHT- -35.81 (meters) GEOID99 DY1530 DY1530 VERT ORDER - THIRD (See Below) DY1530 DY1530.The horizontal coordinates were scaled from a topographic map and have DY1530.an estimated accuracy of +/- 6 seconds. DY1530 DY1530.The NAVD 88 height was computed by applying the VERTCON shift value to DY1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY1530.The vertical order pertains to the superseded datum. DY1530 DY1530.The geoid height was determined by GEOID99. DY1530 DY1530; North East Units Estimated Accuracy DY1530;SPC CA 5 - 551,890. 1,966,700. MT (+/- 180 meters Scaled) DY1530 DY1530 SUPERSEDED SURVEY CONTROL DY1530 DY1530 NGVD 29 - 34.44 (m) 113.0 (f) RESET 3 DY1530 DY1530.Superseded values are not recommended for survey control. DY1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY1530.See file dsdata.txt to determine how the superseded data were derived. DY1530 DY1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT743593(NAD 83) DY1530_MARKER: DB = BENCH MARK DISK DY1530_SETTING: 30 = CONCRETE FOUNDATION DY1530_STAMPING: S 417 RESET 1961 DY1530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DY1530 DY1530 HISTORY - Date Condition Report By DY1530 HISTORY - 1961 MONUMENTED CGS DY1530 DY1530 STATION DESCRIPTION DY1530 DY1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 DY1530'AT INGLEWOOD. DY1530'THIS MARK IS LOCATED AT INGLEWOOD, 175 FEET NORTH OF THE DY1530'CENTERLINE OF FLORENCE AVENUE, 42 FEET WEST OF THE CENTERLINE DY1530'OF INGLEWOOD AVENUE, 8.6 FEET SOUTH OF THE SOUTH SIDE TRACK DY1530'OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, SET VERTICALLY DY1530'IN THE CONCRETE FOUNDATION OF THE SHEET METAL WAREHOUSE OF THE DY1530'KROEHLER MANUFACTURING COMPANY, 7 INCHES WEST OF THE EAST EDGE DY1530'OF THE FOUNDATION, AND ON ITS NORTH FACE, 1-1/2 FEET ABOVE THE DY1530'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DY2440 *********************************************************************** DY2440 DESIGNATION - TIDAL 1 RESET 1968 DY2440 PID - DY2440 DY2440 STATE/COUNTY- CA/LOS ANGELES DY2440 USGS QUAD - SANTA CATALINA EAST (1980) DY2440 DY2440 *CURRENT SURVEY CONTROL DY2440 ___________________________________________________________________ DY2440* NAD 83(1986)- 33 20 33. (N) 118 19 27. (W) SCALED DY2440* NAVD 88 - 3.86 (+/-2cm) 12.7 (feet) VERTCON DY2440 ___________________________________________________________________ DY2440 GEOID HEIGHT- -36.34 (meters) GEOID99 DY2440 DY2440 VERT ORDER - THIRD (See Below) DY2440 DY2440.The horizontal coordinates were scaled from a topographic map and have DY2440.an estimated accuracy of +/- 6 seconds. DY2440 DY2440.The NAVD 88 height was computed by applying the VERTCON shift value to DY2440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY2440.The vertical order pertains to the superseded datum. DY2440 DY2440.The geoid height was determined by GEOID99. DY2440 DY2440; North East Units Estimated Accuracy DY2440;SPC CA 5 - 482,580. 1,969,820. MT (+/- 180 meters Scaled) DY2440 DY2440 SUPERSEDED SURVEY CONTROL DY2440 DY2440 NGVD 29 - 3.14 (m) 10.3 (f) RESET 3 DY2440 DY2440.Superseded values are not recommended for survey control. DY2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY2440.See file dsdata.txt to determine how the superseded data were derived. DY2440 DY2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLS767900(NAD 83) DY2440_MARKER: DB = BENCH MARK DISK DY2440_SETTING: 30 = CURB WALL DY2440_STAMPING: 1 RESET 1968 DY2440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DY2440 DY2440 HISTORY - Date Condition Report By DY2440 HISTORY - 1968 MONUMENTED CGS DY2440 DY2440 STATION DESCRIPTION DY2440 DY2440'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 DY2440'AT AVALON. DY2440'AT AVALON, SANTA CATALINA ISLAND, NEAR THE CENTER OF THE DY2440'JUNCTION OF MOUNTAIN TERRACE DRIVE, CRESCENT AVENUE, AND THE ACCESS DY2440'STREET TO THE AVALON BOWL AND RECREATION GROUNDS. THE DISK IS DY2440'CEMENTED IN A DRILL HOLE IN THE TOP OF THE WEST SIDE OF THE DY2440'CIRCULAR CONCRETE CURB-WALL SURROUNDING AN UNDERGROUND WATER DY2440'PUMP. THE CURB-WALL IS 12 FEET IN DIAMETER, PROJECTS 14 INCHES DY2440'ABOVE THE GROUND, IS 10 INCHES WIDE AT THE TOP, AND DESCENDS 16 DY2440'FEET BENEATH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DY1812 *********************************************************************** DY1812 DESIGNATION - TIDAL 21 RESET 1966 DY1812 PID - DY1812 DY1812 STATE/COUNTY- CA/LOS ANGELES DY1812 USGS QUAD - TORRANCE (1981) DY1812 DY1812 *CURRENT SURVEY CONTROL DY1812 ___________________________________________________________________ DY1812* NAD 83(1986)- 33 45 42. (N) 118 16 20. (W) SCALED DY1812* NAVD 88 - 4.74 (+/-2cm) 15.6 (feet) VERTCON DY1812 ___________________________________________________________________ DY1812 GEOID HEIGHT- -35.84 (meters) GEOID99 DY1812 DY1812 VERT ORDER - THIRD (See Below) DY1812 DY1812.The horizontal coordinates were scaled from a topographic map and have DY1812.an estimated accuracy of +/- 6 seconds. DY1812 DY1812.The NAVD 88 height was computed by applying the VERTCON shift value to DY1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY1812.The vertical order pertains to the superseded datum. DY1812 DY1812.The geoid height was determined by GEOID99. DY1812 DY1812; North East Units Estimated Accuracy DY1812;SPC CA 5 - 529,060. 1,974,780. MT (+/- 180 meters Scaled) DY1812 DY1812 SUPERSEDED SURVEY CONTROL DY1812 DY1812 NGVD 29 - 3.96 (m) 13.0 (f) RESET 3 DY1812 DY1812.Superseded values are not recommended for survey control. DY1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY1812.See file dsdata.txt to determine how the superseded data were derived. DY1812 DY1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT821364(NAD 83) DY1812_MARKER: DB = BENCH MARK DISK DY1812_SETTING: 30 = WALL DY1812_STAMPING: 21 1936 RESET 1966 DY1812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DY1812 DY1812 HISTORY - Date Condition Report By DY1812 HISTORY - 1966 MONUMENTED CGS DY1812 HISTORY - 1966 GOOD NGS DY1812 DY1812 STATION DESCRIPTION DY1812 DY1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 DY1812'AT WILMINGTON. DY1812'LOCATED ABOUT 0.3 MILE SOUTH ALONG NEPTUNE AVENUE FROM THE DY1812'INTERSECTION OF NEPTUNE AVENUE AND B STREET, IN THE NORTHEAST DY1812'CORNER OF LOS ANGELES BERTH BUILDING NUMBER 145, SET VERTICALLY DY1812'IN THE CONCRETE WALL, 2 FEET ABOVE THE SURFACE OF THE DOCK, 12 DY1812'FEET WEST OF THE EAST EDGE OF A LOADING DOCK, 3 WEST OF THE EAST DY1812'EDGE OF THE BERTH BUILDING AND 2 FEET EAST OF THE WEST EDGE OF DY1812'A DOUBLE PEDESTRIAN ENTRANCE DOOR INTO THE BERTH BUILDING. DY1812 DY1812 STATION RECOVERY (1966) DY1812 DY1812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 DY1812'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DY2127 *********************************************************************** DY2127 TIDAL BM - This is a Tidal Bench Mark. DY2127 DESIGNATION - TIDAL 3 RESET 1968 DY2127 PID - DY2127 DY2127 STATE/COUNTY- CA/LOS ANGELES DY2127 USGS QUAD - SANTA CATALINA EAST (1980) DY2127 DY2127 *CURRENT SURVEY CONTROL DY2127 ___________________________________________________________________ DY2127* NAD 83(1986)- 33 20 38. (N) 118 19 34. (W) SCALED DY2127* NAVD 88 - 4.83 (+/-2cm) 15.8 (feet) VERTCON DY2127 ___________________________________________________________________ DY2127 GEOID HEIGHT- -36.34 (meters) GEOID99 DY2127 DY2127 VERT ORDER - THIRD (See Below) DY2127 DY2127.The horizontal coordinates were scaled from a topographic map and have DY2127.an estimated accuracy of +/- 6 seconds. DY2127 DY2127.The NAVD 88 height was computed by applying the VERTCON shift value to DY2127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY2127.The vertical order pertains to the superseded datum. DY2127 DY2127.This Tidal Bench Mark is designated as VM 15678 DY2127.by the Center for Operational Oceanographic Products and Services. DY2127 DY2127.The geoid height was determined by GEOID99. DY2127 DY2127; North East Units Estimated Accuracy DY2127;SPC CA 5 - 482,730. 1,969,640. MT (+/- 180 meters Scaled) DY2127 DY2127 SUPERSEDED SURVEY CONTROL DY2127 DY2127 NGVD 29 - 4.11 (m) 13.5 (f) RESET 3 DY2127 DY2127.Superseded values are not recommended for survey control. DY2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY2127.See file dsdata.txt to determine how the superseded data were derived. DY2127 DY2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLS765901(NAD 83) DY2127_MARKER: DJ = TIDAL STATION DISK DY2127_SETTING: 30 = CURB DY2127_STAMPING: 3 RESET 1968 DY2127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DY2127 DY2127 HISTORY - Date Condition Report By DY2127 HISTORY - 1968 MONUMENTED CGS DY2127 DY2127 STATION DESCRIPTION DY2127 DY2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 DY2127'AT AVALON. DY2127'AT AVALON, SANTA CATALINA ISLAND, IN THE WEST CORNER CURB OF DY2127'THE INTERSECTION OF WHITTLEY AND CRESCENT AVENUES. THE DY2127'MARK IS CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTHWEST DY2127'CURB OF WHITTLEY AVENUE, 50.0 FEET SOUTHWEST OF THE CENTER OF DY2127'CRESCENT AVENUE, 11.0 FEET NORTHWEST OF THE CENTER OF WHITTLEY DY2127'AVENUE, 6.5 FEET SOUTHEAST OF THE EAST CORNER OF THE SCARIS HOTEL, DY2127'AND AT THE SOUTHWEST CORNER OF A STORM DRAIN. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EV2784 *********************************************************************** EV2784 DESIGNATION - V 35 RESET EV2784 PID - EV2784 EV2784 STATE/COUNTY- CA/LOS ANGELES EV2784 USGS QUAD - SAN DIMAS (1981) EV2784 EV2784 *CURRENT SURVEY CONTROL EV2784 ___________________________________________________________________ EV2784* NAD 83(1986)- 34 06 43. (N) 117 48 24. (W) SCALED EV2784* NAVD 88 - 290.36 (+/-2cm) 952.6 (feet) VERTCON EV2784 ___________________________________________________________________ EV2784 GEOID HEIGHT- -33.48 (meters) GEOID99 EV2784 EV2784 VERT ORDER - THIRD (See Below) EV2784 EV2784.The horizontal coordinates were scaled from a topographic map and have EV2784.an estimated accuracy of +/- 6 seconds. EV2784 EV2784.The NAVD 88 height was computed by applying the VERTCON shift value to EV2784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EV2784.The vertical order pertains to the superseded datum. EV2784 EV2784.The geoid height was determined by GEOID99. EV2784 EV2784; North East Units Estimated Accuracy EV2784;SPC CA 5 - 567,900. 2,017,840. MT (+/- 180 meters Scaled) EV2784 EV2784 SUPERSEDED SURVEY CONTROL EV2784 EV2784 NGVD 29 - 289.57 (m) 950.0 (f) RESET 3 EV2784 EV2784.Superseded values are not recommended for survey control. EV2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EV2784.See file dsdata.txt to determine how the superseded data were derived. EV2784 EV2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT256748(NAD 83) EV2784_MARKER: DB = BENCH MARK DISK EV2784_SETTING: 30 = CONCRETE STORM DRAIN EV2784_STAMPING: V 35 RESET 1972 EV2784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV2784 EV2784 HISTORY - Date Condition Report By EV2784 HISTORY - 1972 MONUMENTED NGS EV2784 EV2784 STATION DESCRIPTION EV2784 EV2784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 EV2784'AT SAN DIMAS. EV2784'AT SAN DIMAS, IN THE SOUTHEAST QUADRANT OF THE CROSSROAD EV2784'INTERSECTION OF SAN DIMAS AND BONITA AVENUES, 253.0 FEET EV2784'SOUTH OF THE CENTER OF BONITA AVENUE, 127.0 FEET NORTH OF THE EV2784'NORTH RAIL OF SIDING TRACKS OF THE ATCHISON, TOPEKA AND SANTA EV2784'FE RAILROAD, 40.0 FEET EAST OF THE CENTER OF SAN DIMAS AVENUE, EV2784'25.5 FEET NORTH OF TELEPHONE AND STREET LIGHT POLE GT 25044, EV2784'9.5 FEET WEST OF A CINDER-BLOCK WALL, 1.8 FEET SOUTHWEST OF THE EV2784'CENTER OF A LOS ANGELES COUNTY FLOOD CONTROL DISTRICT MAN-HOLE EV2784'COVER AND 0.7 FOOT EAST OF THE WEST EDGE OF THE EAST CURB OF EV2784'SAN DIMAS AVENUE. IT IS CEMENTED IN A DRILL HOLE FLUSH WITH THE EV2784'SURFACE OF THE SOUTHWEST CORNER OF A CONCRETE STORM DRAIN. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 DY0546 *********************************************************************** DY0546 DESIGNATION - X 98 RESET 1967 DY0546 PID - DY0546 DY0546 STATE/COUNTY- CA/LOS ANGELES DY0546 USGS QUAD - SOUTH GATE (1981) DY0546 DY0546 *CURRENT SURVEY CONTROL DY0546 ___________________________________________________________________ DY0546* NAD 83(1986)- 33 56 22. (N) 118 07 59. (W) SCALED DY0546* NAVD 88 - 36.24 (+/-2cm) 118.9 (feet) VERTCON DY0546 ___________________________________________________________________ DY0546 GEOID HEIGHT- -35.57 (meters) GEOID99 DY0546 DY0546 VERT ORDER - THIRD (See Below) DY0546 DY0546.The horizontal coordinates were scaled from a topographic map and have DY0546.an estimated accuracy of +/- 6 seconds. DY0546 DY0546.The NAVD 88 height was computed by applying the VERTCON shift value to DY0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DY0546.The vertical order pertains to the superseded datum. DY0546 DY0546.The geoid height was determined by GEOID99. DY0546 DY0546; North East Units Estimated Accuracy DY0546;SPC CA 5 - 548,750. 1,987,700. MT (+/- 180 meters Scaled) DY0546 DY0546 SUPERSEDED SURVEY CONTROL DY0546 DY0546 NGVD 29 - 35.51 (m) 116.5 (f) RESET 3 DY0546 DY0546.Superseded values are not recommended for survey control. DY0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DY0546.See file dsdata.txt to determine how the superseded data were derived. DY0546 DY0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLT952560(NAD 83) DY0546_MARKER: DB = BENCH MARK DISK DY0546_SETTING: 30 = CURB DY0546_STAMPING: X 98 RESET 1967 DY0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DY0546 DY0546 HISTORY - Date Condition Report By DY0546 HISTORY - 1967 MONUMENTED CGS DY0546 DY0546 STATION DESCRIPTION DY0546 DY0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 DY0546'AT DOWNEY. DY0546'AT DOWNEY, CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTHWEST DY0546'CURB OF FIRESTONE BOULEVARD, AT THE CROSSROAD JUNCTION OF DY0546'FIRESTONE BOULEVARD AND DOWNEY AVENUE, AT BUS STOP LINE 58, DY0546'99.0 FEET SOUTHEAST OF THE CENTER OF DOWNEY AVENUE, 33.0 FEET DY0546'SOUTHWEST OF THE CENTER OF FIRESTONE BOULEVARD, 10.0 FEET DY0546'NORTHWEST OF A BUS STOP SIGN, 11.3 FEET NORTHEAST OF THE NORTHEAST DY0546'EDGE OF A UNITED CALIFORNIA BANK PARKING LOT, AND FLUSH WITH DY0546'THE SURFACE OF THE CURB. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW9573 *********************************************************************** EW9573 DESIGNATION - Z 451 RESET EW9573 PID - EW9573 EW9573 STATE/COUNTY- CA/LOS ANGELES EW9573 USGS QUAD - BLACK MOUNTAIN (1991) EW9573 EW9573 *CURRENT SURVEY CONTROL EW9573 ___________________________________________________________________ EW9573* NAD 83(1986)- 34 44 40. (N) 118 47 44. (W) SCALED EW9573* NAVD 88 - 949.61 (+/-2cm) 3115.5 (feet) VERTCON EW9573 ___________________________________________________________________ EW9573 GEOID HEIGHT- -31.95 (meters) GEOID99 EW9573 EW9573 VERT ORDER - THIRD (See Below) EW9573 EW9573.The horizontal coordinates were scaled from a topographic map and have EW9573.an estimated accuracy of +/- 6 seconds. EW9573 EW9573.The NAVD 88 height was computed by applying the VERTCON shift value to EW9573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW9573.The vertical order pertains to the superseded datum. EW9573 EW9573.The geoid height was determined by GEOID99. EW9573 EW9573; North East Units Estimated Accuracy EW9573;SPC CA 5 - 638,330. 1,927,160. MT (+/- 180 meters Scaled) EW9573 EW9573 SUPERSEDED SURVEY CONTROL EW9573 EW9573 NGVD 29 - 948.72 (m) 3112.6 (f) RESET 3 EW9573 EW9573.Superseded values are not recommended for survey control. EW9573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW9573.See file dsdata.txt to determine how the superseded data were derived. EW9573 EW9573_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU356461(NAD 83) EW9573_MARKER: DV = VERTICAL CONTROL DISK EW9573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EW9573_STAMPING: Z 451 RESET 1978 EW9573_MARK LOGO: NGS EW9573_MAGNETIC: N = NO MAGNETIC MATERIAL EW9573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EW9573+STABILITY: SURFACE MOTION EW9573 EW9573 HISTORY - Date Condition Report By EW9573 HISTORY - 1978 MONUMENTED RBNF EW9573 EW9573 STATION DESCRIPTION EW9573 EW9573'DESCRIBED BY RESEARCHED BUT NOT FOUND 1978 EW9573'0.4 MILE (0.6 KM) EAST ALONG A PAVED ROAD FROM THE POST OFFICE IN EW9573'GORMAN, THENCE 4.7 MILES (7.6 KM) SOUTH ALONG US HIGHWAY 99, 100 EW9573'YARDS WEST OF INTERSTATE HIGHWAY 5, 1.8 FEET (0.5 M) NORTH OF THE EW9573'NORTH BASE OF A POWERLINE POLE NO. 2163800E, 1.5 FEET (0.5 M) SOUTH EW9573'OF A METAL WITNESS POST, AND SET IN THE TOP OF A 12 INCH DIAMETER EW9573'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.